CN102277904B - Beam column connecting member and forming method thereof, building frame structure and installing method thereof - Google Patents

Beam column connecting member and forming method thereof, building frame structure and installing method thereof Download PDF

Info

Publication number
CN102277904B
CN102277904B CN 201110114982 CN201110114982A CN102277904B CN 102277904 B CN102277904 B CN 102277904B CN 201110114982 CN201110114982 CN 201110114982 CN 201110114982 A CN201110114982 A CN 201110114982A CN 102277904 B CN102277904 B CN 102277904B
Authority
CN
China
Prior art keywords
connection part
column connection
beam column
peg
crossbeam
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN 201110114982
Other languages
Chinese (zh)
Other versions
CN102277904A (en
Inventor
杨东佐
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN 201110114982 priority Critical patent/CN102277904B/en
Publication of CN102277904A publication Critical patent/CN102277904A/en
Priority to PCT/CN2012/000607 priority patent/WO2012149829A1/en
Application granted granted Critical
Publication of CN102277904B publication Critical patent/CN102277904B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B2001/0053—Buildings characterised by their shape or layout grid
    • E04B2001/0084—Buildings with non right-angled horizontal layout grid, e.g. triangular or hexagonal
    • E04B2001/0092—Small buildings with hexagonal or similar horizontal cross-section
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2406—Connection nodes
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2421—Socket type connectors
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2433—Connection details of the elongated load-supporting parts using a removable key
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2451—Connections between closed section profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2457—Beam to beam connections
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2463—Connections to foundations
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/249—Structures with a sloping roof

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The invention discloses a beam and column connecting member which comprises an integrally-formed beam and column connecting member body, upright splicing heads and a horizontal support joint, wherein the beam and column connecting member is formed through casting; and a building frame structure comprises the beam and column connecting member, an upright spliced and fixed with the upright splicing head, and a beam supported and fixed with the horizontal support joint. An installing method comprises the steps of: installing the upright spliced and fixed with the lower upright splicing head, installing the beam and column connecting member, and installing the beam. The invention has the advantages of greatly reducing connecting links of fastening connection or welding of bolts and the like, greatly reducing defects of poor stress and weak connection of connecting positions, caused when stress is excessively concentrated on beams and column or connecting positions among the beams, thereby greatly increasing installing efficiency and seismic resistance function, service life and use safety of a building frame structure. The beam and column connecting member can be massively pre-produced in a standardized manner.

Description

A kind of beam column connection part and forming method, building frame construction and mounting method
Technical field
The present invention relates to beam column connection part and forming method, building frame construction and the mounting method of the buildings such as a kind of house, booth, exhibition booth, bridge, particularly relate to a kind of beam column connection part and forming method, frame construction and mounting method of building construction frame steel structure.
Background technology
Existing cement brick is mixed, building construction and the construction method thereof of steel concrete, owing to need to draw framework, fluid concrete etc. with reinforcing bar at the construction field (site), shortcoming below existing: the one, its column is filled with first and is built up, and fills with at column and builds cement floor, and the annexation of cement floor and column is mainly leaned on the column and the reinforcing bar on the cement floor, column and cement floor are owing to be to fill with at twice to build to form, building cycle is long, and labour intensity is large, pollutes large, noise is large, and the building material waste is large; Two is bearing relation that two relations between the cement solids only have Mechanical loading, cannot set up real integrated internal relations, its poor stability, and function of seismic resistance is poor, application life is short; The 3rd, need to use the constructional materialss such as cement, timber, destroy ecological; The 4th, during housing demolition, building material can't be reused, and causes the wasting of resources, produces a large amount of building wastes and is difficult to process; The 4th, because the deadweight of traditional cement works (high buildings and large mansions) frame construction is very heavy, the Mechanical loading of ground is very large, and is abnormally dangerous a little less than whole building becomes and is highly brittle in case the spot jolts rolling, is unfavorable for very much antidetonation.The above-mentioned deficiency of the building construction of, steel concrete mixed for existing cement brick, existing existing steel structure building.
Existing steel building and construction method thereof, although cement brick is mixed relatively, the building construction of steel concrete and construction method thereof, have many good qualities, but Shortcomings, main manifestations be following some: the one owing to directly connect by securing members such as bolts between the beam and column of existing building steel structure frame or beam and the beam or the connected mode by welding etc., stressed poor, connect fragile, beam, post, the gravity of floor etc. all is delivered at last on the connected node and bears by connecting securing member or weld part, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poorer, connect more fragile, this can reduce the safety of existing building frame construction, reduction of service life greatly.This is the technical barrier of the maximum of existing traditional architecture steel structure frame existence.The 2nd, the connecting link that on-the-spot bolt etc. is fastenedly connected or welds is many, and this can improve installation difficulty, reduces installation effectiveness, causes the human cost of site operation and time cost high.The 3rd, the connected mode that connects or weld owing to the employing bolton between traditional architecture steel framework beam and post or beam and the beam, the design that must be connected to connection end separately, processing, when beam or post are wanted the Application standard section bar, it connects the end and just must design in addition and process, when beam or not then specially manufacturing of Application standard section bar of post, dual mode all can't be realized standardized production in enormous quantities, cost is high, beam or column dimension mismachining tolerance also occur easily and produce the connection error, made the link position of original just fragility be difficult to well bear the transmission of building weight loading and load forces.
For the deficiency of existing steel building framework, prior art mainly has again following several improvement:
Application number is in the patent of invention of 03134271.X, discloses a kind of method for designing of environmental protection assembling-disassembling beam column bearing structure, and this invention relates to the support of a kind of scaffolding, particularly a kind of removable house.Scaffolding is connected and composed by house load-bearing pillar, spandrel girder, connector, cap, spandrel girder and load-bearing pillar are pegged graft, load-bearing pillar and cap are pegged graft, fixedly connect with bolt between load-bearing pillar, the cap trip is arranged at the load-bearing pillar top, top center has upper lower prop connecting bolt, there is screw in load-bearing pillar bottom centre, post is connected with connector with intercolumniation, the dovetail of spandrel girder and the dovetail groove on the cap are pegged graft, draw-in groove and the capital cap dovetail of cap bottom are pegged graft, and cap top is that dovetail groove and spandrel girder dovetail are pegged graft.Be different from the pouring of traditional scene, accessory is made in batch production, Assembling, with the member of various sizes at the scene Optional assembling become the house of all styles of, also reusable after pulling down, the minimizing building waste.Realize the standardization of main components, add rubber pad between each parts of generalization building unit, seismic wave is played cushioning effect, strengthen anti-seismic performance.It is detachable after building unit is installed, reusable, reduce a large amount of building wastes, and easy construction, alleviate constructor's labour intensity, solved existing engineering construction surrounding environment is polluted the problem large, that noise is high, the cycle is long, the quality project rate is low.But the load-bearing pillar of this technical scheme is not to adopt existing I-steel, H shape steel, square steel pipe, the Modular building section bars such as round steel pipe, but adopt with complicated suspension column and the non-standard component of column cap, this load-bearing pillar needs one-shot forming to make specially, on the one hand because load-bearing pillar reaches several meters, the one-shot forming load-bearing pillar, die cost and cost of manufacture are quite high, on the other hand, because the height of floor, the stressed size of load-bearing pillar constantly changes, to the high load-bearing pillar that needs different mould molding different lengths in different buildings, the load-bearing pillar that different buildings is needed moulding different size size, further increase die cost, also have, load-bearing pillar is so large, it is very difficult, somewhat unrealistic wanting one-shot forming to make.Semi girder and column cap adopt dovetail groove and dovetail to cooperate, if semi girder adopts the I-steel, H shape steel, square steel pipe, round steel pipe, channel-section steel of standard etc., because its cross section is not solid, so is processed into dovetail, it is stressed poor.
Application number is in 99109701.7 the patent of invention, a kind of building component for steel structure building is disclosed, the steel pipe column that comprises fluid concrete, girder steel support and U shaped girder steel, the girder steel support is configured to around propping up of steel pipe column welding by at least one, each support is by the upper lower holding board that be arranged in parallel, at least one pair of junction plate that radially is vertically set between the lower holding board forms, upper lower holding board has an arc surface, the extension that body part and move towards along every pair of junction plate extends, form at least two pairs of junction plates at the girder steel support, each is fixed together to the corresponding extension of junction plate and upper holding board and lower holding board and an end of U shaped girder steel.Because the girder steel support of this technical scheme is configured to around propping up of steel pipe column welding by at least one, the weld that the gravity of beam, post, floor etc. all is delivered on the connected node at last by steel pipe and support bears, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile, this can reduce the safety of building frame construction, reduction of service life greatly.
Application number is in 200810229754.9 the patent of invention, to disclose a kind of butt connecting component for light steel structured housing construction, comprises nose combination, recessed end combination, upper square tube, lower square tube, crossbeam, wedge plate; It is outside that the top pipe box is contained in nose combination upper end; Nose combination middle part has step, lower end to insert the upper end of recessed end combination; The below pipe box is contained in the outside of recessed end combination lower end; The outer setting of recessed end combination upper end has otic placode, on crossbeam, be connected with the wedge plate by bolt, nuts and washers, with the skewed slot place on the corresponding otic placode that is inserted into recessed end combination of the wedge end of the wedge body of wedge plate and crossbeam combination and by the locking of lateral pin locking member.Because present technique connecting square pipes and crossbeam need to finish by the acting in conjunction of nose combination, recessed end combination, wedge plate, lateral pin, bolt, nut, fixing link is many, particularly the lateral pin and the bolt that are delivered to again at last on the connected node of the gravity of beam, post, floor etc. bears, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile, this can reduce the safety of building frame construction greatly, reduction of service life, install also inconvenient.
Application number is in 00218061.8 the utility model patent, a kind of universal joint device for steel structure building is disclosed, formed by steel corbel, steel column, girder steel, steel corbel comprises node junction plate, web, gusset plate, the node junction plate of steel corbel adopts flute profile shaped steel and web and gusset plate to fix as one, and the node apparatus structure is consistent.This structure on the one hand gusset plate needs cooperate with the profile of steel column, owing to the accuracy of manufacture of steel column is poor, cooperates badly, can affect stressedly, and when steel column was cylindrical tube, its fiting effect was more undesirable; Node junction plate, web, gusset plate are that separate piece is fixed together on the other hand, not one-body molded, it is stressed poor, particularly the gravity load of beam, post, floor etc. the weld and the securing member that are delivered to again at last connected node bears, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile, this can reduce the safety of building frame construction greatly, and shock resistance is poor, reduction of service life.
Immediate prior art is 97101724.7 patent of invention, this patent disclosure a kind of steel mould light building and construction method thereof, it is the light steel injection moulding building of thin-walled, jointly be combined into by annotating the high-pressure foam plastic shaping in thin-walled lightweight steel construction and the member hollow lumen, it is mainly by the post member, on, lower column joint, two single-beam buckets, column base, member of storied building beam, window top (platform) beam, mould panel, floor pavilion grid, tension rod, the injection moulding floor, the beam column card, the montant member, post beam card, ground frame diagonal brace, substrate plate, elastic layer, ground, the array lime pile, earth anchors etc. are coupled to each other formation.Although in this technical scheme, the post member has supporting role to lower column joint, lower column joint has supporting role to the beam bucket, Liang Dou has supporting role to upper column joint, upper column joint coupled columns member has supporting role, Liang Dou has supporting role to beam, and weld and securing member that the gravity load of beam, post, floor etc. can not be delivered to connected node at last bear; But the post member in this technical scheme needed could realize by the upper column joint that links together, lower column joint, beam bucket with being connected of beam, shortcoming is: the one, and the combination of a plurality of parts could realize being connected of post member and beam, poor rigidity, rigging error is large, the 2nd, between lower column joint and the post member, between lower column joint and beam bucket, between the upper column joint of Liang Douyu, all need by the self-pressure bolt or be welded and fixed between upper column joint and post member, operation is many, during installation fee, fixing link is many can to cause the verticality of post member and the adjusting difficulty of installation site thereof; Finish a plurality of part poor rigidity of joint pin member and beam in this technical scheme, it is poorer to combine rigidity, is unfavorable for bearing and transmitting of heavy load; The 3rd, the gravity of beam, post, floor etc. all is delivered at last and is born by the horizontal part that is supported on the beam bucket on the lower column joint on the connected node, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile, this can reduce the safety of building frame construction, reduction of service life greatly.
Summary of the invention
First technical problem that the present invention will solve provides a kind of to connected crossbeam and the direct beam column connection part that supports or directly supported of column.
Second technical problem that the present invention will solve provide a kind of beam column connection part simply, forming method cheaply.
The 3rd technical problem that the present invention will solve provides the building frame construction that directly mutually supports between a kind of crossbeam, column, the beam column connection part.
The 4th technical problem that the present invention will solve provide a kind of easily and fast, the mounting method of labour-saving building frame construction.
A kind of beam column connection part, comprise integrated beam column connection part body, need to fix, vertically protrude with the post end grafting of vertical level direction the column connection-peg of beam column connection part body, directly support the horizontal support joint of the crossbeam parallel with horizontal plane, along continuous straight runs protrusion beam column connection part body; Be provided with the first horizontal plane that directly contacts with the column end face at beam column connection part; Be provided with the stud sides that column keeps out all around at the column connection-peg and keep out face; Be provided with crossbeam fixed thereon at the horizontal support joint directly contact, the supporting traverse horizontal plane of supporting traverse.As improvement, be provided with lower protuberance in the bottom of beam column connection part body, be provided with supported section in the side of beam column connection part body.Also comprise be arranged between two adjacent horizontal support joints or adjacent horizontal support joint and column connection-peg between be used for being connected the reinforced joint of the beam column connection part of diagonal position.Beam column connection part is the top layer beam column connection part, comprise integrated with the beam column connection part body, protrude the oblique upper support joint of top layer of beam column connection part body obliquely; Also can be included in the oblique upper support joint of top layer under be provided with the horizontal support joint; The outermost end of the oblique upper support joint of top layer to the horizontal range at beam column connection part body center less than the supporting traverse horizontal plane of the horizontal support joint under the oblique upper support joint of the top layer minimum horizontal distance to beam column connection part body center; Also can comprise from side of beam column connection part body or the top layer of the opposing oblique lower protrusion beam column connection part body in two sides tiltedly descends connection-peg or the oblique lower support joint of top layer; Also can the beam column connection part body deviate from the lateral surface of horizontal support joint on two adjacent lateral surfaces or the corner that is not provided with adjacent two faces of horizontal support joint convex with the tank support portion.Beam column connection part comprises that also one is provided with the tie-beam connection-peg that oblique lower or level is protruded the beam column connection part body at the lateral surface that is not provided with the horizontal support joint.Beam column connection part also is included in one or two lateral surface that the beam column connection part body deviates from the horizontal support joint and is provided with the linking arm that oblique lower or level is protruded the beam column connection part body, is provided with the side bar supported joint in a side of linking arm end or two opposing sides.The horizontal support joint of beam column connection part is convexly equipped with the direction of beam column connection part body and is the beam vertical of overhead traveling crane guide rail.Be provided with the tapped through hole that crossbeam or column is fixed on the connector desired location at connection-peg or supported joint.Above the beam column connection part body, convex with straight up barricade column connection-peg.Be provided with plural horizontal support joint and/or plural column connection-peg in the same side of beam column connection part body.
Beam column connection part is by evaporative pattern or wax-pattern or sand mould casting or injection mo(u)lding.
Building frame construction comprises beam column connection part, with the column connection-peg peg graft fixing column, with the fixing crossbeam of horizontal support connection supports.
As improvement, comprise that also pile tube connects grounding frame and bottom connector, the bottom connector comprises bottom connector body, be convexly equipped with the upper pillar stand connection-peg above bottom connector body, level is convexly equipped with the support portion that bottom connects body, is convexly equipped with and stretches into the blocking part that pile tube connects grounding frame downwards from bottom connector body; Pile tube connects grounding frame and imbeds undergroundly, and the support portion directly is supported on pile tube and connects on the grounding frame, and the inner chamber that pile tube connects grounding frame is stretched in the blocking part, and column directly is supported on the bottom connector, and bottom connector and pile tube connect grounding frame and be welded and fixed together; Filling has cement concrete within pile tube connects the inner chamber of grounding frame.Also comprise underground pile tube; The depths of being driven underground, underground pile tube lower end, the upper end of underground pile tube is stretched into pile tube and is connected the grounding frame inner chamber; The inner chamber filling that connects grounding frame at underground pile tube, pile tube has cement concrete.
As improvement, also comprise top beam connecting component and back timber; Beam column connection part also comprises the oblique upper support joint of the top layer that protrudes obliquely the beam column connection part body; Top beam connecting component comprises top beam connecting component body, two oblique lower back timber oblique cutting joints that are convexly equipped with the top beam connecting component body, become inverted v-shaped, and one or two along continuous straight runs is convexly equipped with the horizontal support joint of top beam connecting component body; Two back timber oblique cutting joints are pegged graft fixingly with two back timber ends of symmetry respectively, directly are supported on the relative oblique upper support joint of top layer of symmetrical beam column connection part and with the oblique upper support joint of top layer and are connected and fixed with the peg graft other end of two back timbers being fixed together of top beam connecting component.
As improvement, also comprise beam column plane plug connector; Beam column plane plug connector comprises two beam connection-pegs, one or two post connection-peg; Under the oblique upper support joint of top layer, also be provided with a horizontal support joint; The other end of two crossbeams that are plugged in together with beam column plane plug connector directly is supported on relative being positioned on the horizontal support joint under the oblique upper support joint of top layer and with the horizontal support joint of symmetrical beam column connection part and is connected and fixed, and pegging graft at the post connection-peg of beam column plane plug connector is fixed with column.
As improvement, also comprise top layer plug connector and back timber hanging part; The top layer plug connector comprises top layer plug connector body, two oblique lower connection-pegs that are convexly equipped with top layer plug connector body, become inverted v-shaped; The back timber hanging part comprises a suspension part, end face along suspension part connecting portion that outward forms that makes progress, one is arranged on the end face that connecting portion deviates from the suspension part and the top layer that is convexly equipped with is obliquely tiltedly gone up connection-peg or the oblique upper support joint of top layer, is provided with the holding part of the accommodating crossbeam that is mated in the bottom of suspension part; Two connection-pegs of top layer plug connector are pegged graft fixing with the back timber end of two symmetries respectively, the top layer of the back timber hanging part of symmetrical configuration tiltedly go up connection-peg or the oblique upper support joint of top layer respectively with by being connected and fixed with the peg graft other end of two back timbers being fixed together of top layer plug connector, the back timber hanging part is suspended on that its holding part cooperates with this crossbeam on the crossbeam, and the top layer plug connector is supported on the crossbeam.
As improvement, also comprise top layer hanging part and back timber hanging part; The top layer hanging part comprises that two top layers that become inverted v-shapeds tiltedly descend connection-peg or the oblique lower support joint of top layer, suspension part to be connected the connecting portion of time connection-peg or the oblique lower support joint of top layer and suspension part with the connection top layer; Connecting portion becomes inverted V-shaped, and the suspension part is arranged on the angle position of connecting portion and places the below of connecting portion, is provided with the holding part of the accommodating crossbeam that is mated in the suspension part; Be convexly equipped with under the end face that two top layers tiltedly descend connection-peg or the vertical connecting portion of the oblique lower support joint of top layer is oblique; The back timber hanging part comprises a suspension part, end face along suspension part connecting portion that outward forms that makes progress; One is arranged on the end face that connecting portion deviates from the suspension part and the top layer that is convexly equipped with is obliquely tiltedly gone up connection-peg or the oblique upper support joint of top layer, is provided with the holding part of the accommodating crossbeam that is mated in the bottom of suspension part; Two connection-pegs of top layer hanging part are pegged graft fixing with the back timber end of two symmetries respectively, the top layer of back timber hanging part tiltedly on connection-peg or the oblique upper support joint of the top layer top layer relative with the top layer hanging part tiltedly descend connection-peg or the oblique lower support joint of top layer to be fixedly connected with back timber, the back timber hanging part is suspended on that its holding part cooperates with this crossbeam on the crossbeam, and the back timber hanging part is suspended on that its holding part cooperates with this crossbeam on the crossbeam.
As improvement, building frame construction is Frame Structure, the overhead traveling crane guide rail of crossbeam for slidably reciprocating for overhead traveling crane; Crossbeam and horizontal support joint are convexly equipped with the perpendicular direction of beam column connection part body.
As improvement, also comprise side bar more than one, the tie-beam more than two, the eaves connector identical with the tie-beam number, the eaves connector comprises integrated eaves connector body, a level or is convexly equipped with obliquely the beam connection-peg of eaves connector body, one or two side bar supported joint that is convexly equipped with eaves connector body; The beam connection-peg of eaves connector is pegged graft with corresponding tie-beam end and is fixed, and the end portion supports of side bar is fixed on the corresponding side bar supported joint.
As improvement, also comprise side bar; Beam column connection part also is included in angle position that the beam column connection part body deviates from one of the horizontal support joint or opposing two lateral surfaces or adjacent two lateral surfaces and is provided with the linking arm that oblique lower or level is protruded the beam column connection part body, is provided with the side bar supported joint in a side or two opposing sides of linking arm end; Side bar is supported and fixed on two relative side bar supported joints of two adjacent beam column connection parts.
As improvement, also comprise side bar more than one, the tie-beam more than two, the eaves plug connector identical with the tie-beam number; Beam column connection part also is included in the beam column connection part body to deviate from one of the horizontal support joint or two opposing lateral surfaces and is provided with the tie-beam connection-peg that oblique lower or level is protruded the beam column connection part body; The eaves plug connector comprises integrated eaves plug connector body, two or three from eaves plug connector body level or is convexly equipped with obliquely the beam connection-peg of eaves plug connector body; The beam connection-peg of eaves plug connector is pegged graft with corresponding tie-beam end and is fixed, and the two ends of side bar are plugged on the corresponding beam connection-peg.
As improvement, also comprise plug connector, plug connector comprises the plug connector body, from plug connector body level and/or vertically be convexly equipped with the connection-peg more than two of plug connector body.
As improvement, also comprise the beam hanging part; The beam hanging part comprises the connecting portion of integrated beam connection-peg or beam supported joint, suspension part and tie-beam connection-peg or beam supported joint and suspension part; Two ends at crossbeam are all fixed with beam connection-peg or the beam supported joint of beam hanging part, and the suspension part of the beam hanging part at crossbeam two ends is directly supported and is suspended on the crossbeam.
As improvement, also comprise tank; Beam column connection part is the top layer beam column connection part, deviates from the lateral surface of horizontal support joint at the top layer beam column connection part or deviates from two adjacent lateral surfaces of horizontal support joint or the angle position that deviates from two adjacent lateral surfaces of horizontal support joint convexes with the tank support portion; Tank is fixed on the tank support portion.As improvement, also comprise L shaped side shield; Beam column connection part comprises the lateral surface that is not provided with the horizontal support joint, the side shield locating slot of the horizontal direction that is communicated with lateral surface and the crossbeam end face face of keeping out; One side of L shaped side shield is stretched in the side shield locating slot from the outside of beam column connection part, and L shaped side shield is supported on the crossbeam, fixes with crossbeam, beam column connection part, and the another side of L shaped side shield up; L shaped side shield and beam column connection part form peripheral end to end barricade.The crossbeam upper support precast floor slab of living at the barricade circle between precast floor slab and L shaped side shield, be provided with the space between precast floor slab, is cast with cement in the space.Or be fixed with support shuttering in the crossbeam upper support; Support shuttering, L shaped side shield, beam column connection part form the floor accommodation space, are furnished with reinforcing bar in the floor accommodation space, form the reinforced cement concrete floor to floor accommodation space placing cement concrete in injection.
The mounting method of building frame construction, building frame construction comprises beam column connection part, with the column connection-peg peg graft fixing column, with the fixing crossbeam of horizontal support connection supports, mounting method comprises:
Install and the lower pillar stand connection-peg fixing column of pegging graft: successively column is installed in desired location, adjusts column, make the end face of column and column vertical with horizontal plane at the same level face, and column and ground are fixed;
Beam column connection part is installed: peg graft with this column in the column that the lower pillar stand connection-peg insertion of beam column connection part is corresponding successively, beam column connection part directly is supported on this column, transfer again beam column connection part, make the horizontal plane of beam supported joint supporting traverse of beam column connection part all on the same level face, and the lower pillar stand connection-peg that makes beam column connection part is fixed with the column that is positioned under it;
Crossbeam is installed: two ends of crossbeam are seated in respectively on the beam supported joint of corresponding beam column connection part, and the two ends of crossbeam are connected and fixed with the beam supported joint of corresponding beam column connection part.
As improvement, mounting method comprises:
Install before column and ground is fixing pile tube is connected frame: borehole on the ground connects grounding frame with pile tube and is fixed in the hole;
Installing bottom layer connector before column and ground is fixing: the bottom connector is seated in pile tube successively connects the support portion that makes the bottom connector on the grounding frame and directly be supported on pile tube and connect on the grounding frame, adjust the bottom connector, make the bottom upper pillar stand connection-peg of bottom connector vertical with horizontal plane, the support post horizontal plane is at the same level face, and bottom connector and pile tube are connected grounding frame fixes;
Column and ground are fixed as: successively the upper pillar stand connection-peg of column and bottom connector is pegged graft, column directly is supported on the support post horizontal plane of bottom connector, adjusts column, makes column vertical with horizontal plane, and the end face of column is at the same level face;
The cement concrete of pouring water: connect filling cement concrete in the annulus that the ground frame forms to pile tube, make bottom connector and pile tube connect grounding frame and pour into an integral body.
As improvement, mounting method comprises:
Before pile tube is installed is connected the ground frame, beat first underground pile tube: the depths of underground pile tube being driven underground in the position of setting; Pile tube is installed is connected the ground frame, pile tube connects pile tube under the Kong Quan residence of grounding frame;
The cement concrete of pouring water is underground pile tube, pile tube to be connected grounding frame, bottom connector and bottom crossbeam pour into an integral body.
As improvement, mounting method comprises:
Peg graft fixing with an end of back timber two diagonal joints of back timber respectively, after installing the crossbeam on the beam column connection part, will directly be supported on the corresponding oblique upper support joint of top layer and with the oblique upper support joint of top layer by the other end of two fixing back timbers of same back timber oblique cutting joint grafting and fix;
Crossbeam and top beam connecting component are fixed: the two end supports of crossbeam is fixed with the horizontal support joint on the horizontal support joint.
As improvement, mounting method comprises:
The beam hanging part of all being pegged graft in the two ends of crossbeam first, crossbeam and beam hanging part are flexibly connected, and the beam hanging part are suspended on the corresponding crossbeam again, then adjust the relative position of crossbeam and beam hanging part, at last beam hanging part and crossbeam are fixed.
As improvement, mounting method comprises:
On the tie-beam connection-peg of the beam column connection part of the correspondence that first the tie-beam grafting is fixed on;
The tie-beam connection-peg of eaves connector is inserted the end of corresponding tie-beam and pegs graft fixing with the end of tie-beam;
After finishing tie-beam, eaves connector fixing, side bar is placed on the side bar supported joint between two adjacent eaves connectors, directly supports side bar by the side bar supported joint, again the end of side bar is fixed with corresponding side bar supported joint.
As improvement, mounting method comprises:
It is fixing first tie-beam, side bar and eaves plug connector to be pegged graft, and pegs graft another end of tie-beam and the tie-beam connection-peg of beam column connection part fixing again.
The beneficial effect of the relative prior art of the present invention is:
When beam column connection part and column and crossbeam are installed together, because column connection-peg, supported joint and this body by integral forming of beam column connection part, relatively directly connect by securing members such as bolts between traditional architecture steel framework beam and post or beam and the beam or the connected mode by welding etc., greatly reduce the connecting link that bolt etc. is fastenedly connected or welds, greatly reduce stress concentrations between beam and column or beam and beam link position and make link position stressed poor, connect fragile defective.Because the column connection-peg of beam column connection part is connected with the mutual plug-in type of column, when the column that is positioned under it was put in the beam column connection part insertion, beam column connection part just can directly be supported on the column like this; When the column insertion is seated on the beam column connection part that is positioned at its below, column just can directly be supported on the beam column connection part, install simple and convenient quick, the installation difficulty that has not had the traditional architecture steel structure frame, after column and beam column connection part link together, have and support and supported relation, it is stressed good to make.When crossbeam and supported joint are installed together, the supported joint supporting traverse is stressed good.The connected mode of present technique can also be with the building weight loading, evenly and reasonably between beam and column or beam and beam, transmit, reasonably be delivered to load forces on the column, last reasonably the transmission is distributed on the ground, make the securing members such as bolt or weld no longer need to bear the support force of column or crossbeam, greatly reduce the stress of building frame construction and concentrate, thereby greatly improve the installation effectiveness of building frame construction and function of seismic resistance, application life, safety in utilization.Particularly, connected mode in order to realize adopting bolton to connect or weld between traditional architecture steel framework beam and post or beam and the beam, the design that must be connected to connection end separately, processing, when beam or post are wanted the Application standard section bar, it connects the end and just must design in addition and process, when beam or not then specially manufacturing of Application standard section bar of post, dual mode all can't be realized standardized production in enormous quantities, beam or column dimension mismachining tolerance also occur easily and produce the connection error, make the very difficult transmission of well bearing the power of building weight loading and load of link position of original just fragility, and the beam column connection part of present technique in enormous quantities standardization produce in advance, and become standard building materials commodity and carry out market circulation, do not need ready-made processing, can reduce production costs.
Be different from traditional pouring concrete in-situ, beam column connection part is made in batch production, Assembling, with the member of various sizes at the scene Optional assembling become the house of all styles of, also reusable after pulling down, the minimizing building waste.Realize the standardization of main components, generalization, easy construction alleviates constructor's labour intensity, has solved existing engineering construction surrounding environment is polluted the problem large, that noise is high, the cycle is long, the quality project rate is low.
Various beam column connection parts by the top layer beam column connection part are connected with crossbeam with column, can consist of the multiple frame construction of one deck building.Be connected with crossbeam with column by bottom beam column connection part, intermediate layer beam column connection part, can consist of the frame construction of multistory building.Because bottom beam column connection part and top layer beam column connection part comprise again multiple beam column connection part, therefore every layer can consist of multiple frame construction again.Be connected with crossbeam with column by bottom beam column connection part, intermediate layer beam column connection part and top layer beam column connection part, not only can consist of multistory building, and make the bottom of building also have building frame construction, being welded on pile tube by the bottom connector connects on the grounding frame, be fixed together by casting cement concrete and underground pile tube again, greatly improve function of seismic resistance, application life, the safety in utilization of building, the pile tube of being driven underground again, the function of seismic resistance of building, application life, safety in utilization are better.
Be connected by the oblique upper support joint of back timber and top layer, top layer beam column connection part, form the pitched roof framework.The outermost end of the oblique upper support joint of top layer arrives the minimum horizontal distance at beam column connection part body center less than the supporting traverse horizontal plane of the supported joint under the oblique upper support joint of top layer to the horizontal range at beam column connection part body center, when crossbeam is installed, can not interfere with the oblique upper support joint of top layer.By the top layer plug connector, the cooperation of back timber hanging part easily increases back timber between the adjacent beam column connection part of pitched roof, satisfies the needs of installing.By the top layer hanging part, the cooperation of back timber hanging part, it is more convenient to increase back timber between the adjacent beam column connection part of pitched roof.
Reinforced joint makes beam and is connected post and connects from beginning to end, make building frame construction form leg-of-mutton support unit, thereby stability is best.
Tank is equipped with tank on the support portion, makes water on the roof converge to the water pipe that flows to ground from the position of setting again in the tank or be communicated with groove when rainy and flows to ground.
By at barricade column connection-peg the barricade column being installed, barricade is installed again, when the roof was plane roof, barricade played the effect of safety barrier; When the roof was the roof, inclined-plane, barricade played the effect of decoration.
By be provided with the tie-beam connection-peg at beam column connection part, cooperate with tie-beam, eaves connector or eaves plug connector, side bar, consist of the frameworks such as eaves, balcony, simple in structure, firm, easy for installation, laborsaving.Be provided with linking arm at the beam column connection part body, be provided with the side bar supported joint in the linking arm end, it is simpler, more firm to consist of the frame constructions such as eaves, balcony, installs more convenient, more laborsaving.On the eaves connector or on the eaves plug connector or linking arm be provided with the edge column connection-peg, can consist of very easily the balcony with guardrail.
This crossbeam is the beam column connection part of overhead traveling crane guide rail, is used for Frame Structure, and supported joint is used for supporting the overhead traveling crane guide rail, and the scene of overhead traveling crane guide rail is installed simple, and being connected between overhead traveling crane guide rail and column is stressed good.
Be provided with plural horizontal support joint and/or plural column connection-peg in the same side of beam column connection part body, can greatly improve the holding capacity of frame construction.
Gap between two stopper protrusions of horizontal support joint forms the storage tank of vertical component effect that accommodating end is processed to the beam-end of T font, and is simple in structure, and the mould of casting beam column connection part is simple, reduces production costs.
The stopper protrusion of horizontal support joint is that the sidewall of storage tank forms for extending vertically upward more horizontal outward from the end face of side protuberance, and is stressed good, is convenient to the installation of screw that crossbeam and beam column connection part are held out against.
Two stopper protrusions side protuberance corresponding with it of horizontal support joint forms the storage tank of accommodating beam-end, and crossbeam need not processed during installation, saves the set-up time, and can be fit to square-tube-shaped steel pipe, H shape steel pipe etc.
Column is H shaped steel or I-steel, the vertical protuberance of column connection-peg inserts in the column, the connecting portion of H shaped steel or I-steel column is contained in the storage tank, column passes the first screwed hole and the second screwed hole and column butt and two vertical protuberances grafting by threaded fastener, easy for installation, reliable, position and the verticality of adjusting column are convenient.
Connection-peg adopts the mode of tubular protuberance, with the end of the column of round steel pipe or square steel pipe peg graft convenient, and the column and the beam column connection part that are plugged in together is fixing also convenient.Be provided with elastic tongue at tubular protuberance, connection-peg can not rock when inserting corresponding beam or post each other, and inserting Liang Shike no longer needs to fix by alternate manners such as welding or securing members.Sidewall at tubular protuberance is provided with screwed hole or sealing weld groove, and fixed form is simple, and is fixing reliable.Column is round steel pipe or square steel pipe, and the medial surface of tubular protuberance cooperates with the lateral surface of round steel pipe or square steel pipe column, and column inserts in the vertical protuberance of column connection-peg, is installed in column and the locking of tubular protuberance on the screwed hole by lock-screw.By scolder is welded in the sealing weld through hole column connection-peg and column are fixed together, and/or column connection-peg and column be fixed together, make so on the one hand the firm and reliable connection of beam column connection part and column, on the other hand because welding has been fixation, the welding position does not need to bear the support force of support post or crossbeam, the phenomenon that therefore yet can not cause the frame construction node stress to concentrate.
The reinforcing rib of supported joint side protuberance below greatly improves the support force that supported joint can bear, thereby further improves function of seismic resistance, application life, the safety in utilization of frame construction.
By scolder is welded in the sealing weld through hole supported joint and crossbeam are fixed together, make so on the one hand the firm and reliable connection of beam column connection part and crossbeam, on the other hand because welding has been fixation, the welding position does not need to bear the support force of support post or crossbeam, the phenomenon that therefore yet can not cause the frame construction node stress to concentrate.
The adjustment instrument is inserted adjusting hole, just can regulate the position of beam or the relative beam column connection part of post, easy to adjust, laborsaving.
The lateral surface that is not provided with supported joint at beam column connection part is provided with fixedly screwed hole or the through hole of wallboard, and is convenient when wallboard is installed.
The periphery of the face that the column connection-peg contacts with column flushes with the periphery of column, and the side of crossbeam flushes with the side of supported joint, the such appearance looks elegant of frame construction, can be directly as the outer facade of building.
Adopt the beam hanging part, the beam hanging part is hanging on the corresponding crossbeam gets final product, just can finish easily, rapidly on the crossbeam that is connected, the oblique top beam is installed to pitched roof between crossbeam and the crossbeam and the installation of stair frame construction.With respect to the frame construction that need could realize by the support of post that is connected between existing beam and the beam, indoorly can not separated by post, indoor usage space is large, and utilization rate and aesthetic property improve greatly.The mode that connects with respect to welding manner or the connector by non-grafting, the weight transfer of the plate of beam and beam upper support etc. is born to the beam hanging part, the beam hanging part passes to crossbeam with power again, because the direct support reinforcing beam of the one-body molded beam hanging part of beam connection-peg, suspension part and connecting portion of beam hanging part, the direct brace summer hanging part of crossbeam, stressed good, greatly reduce the connected node position between stress concentrations Yu Liang and the beam, overcome link position stressed poor, connect fragile defective, and greatly reduce that securing member connects or the connecting link of welding.Adopt the connected mode of hanging part will build weight loading, evenly and reasonably between Liang Heliang, transmit, make securing member or weld not need to bear the gravity of plate on beam and the beam etc., thereby greatly improve the installation effectiveness of building frame construction and function of seismic resistance, application life, safety in utilization.
Adopt plug connector, can finish easily, rapidly the connection between the Liang Yuliang, the connection between post and the post, the connection between the Liang Yuzhu, the connection between the guardrail of balcony, stair, barricade etc.With respect to the frame construction that need could realize by the support of post that is connected between existing beam and the beam, indoorly can not separated by post, indoor usage space is large, and utilization rate and aesthetic property improve greatly.
One side of L shaped side shield is stretched in the side shield locating slot and with beam column connection part and is fixed, L shaped side shield and beam column connection part form peripheral end to end barricade, form the accommodation space of casting cement floor with form bracing template etc., be convenient to the casting cement concrete and form the floor that is parallel to horizontal plane, no longer need traditional support shuttering to support during the casting cement floor, greatly reduce raw-material waste.Support shuttering also can comprise upper support template and lower support template, the lower support template is fixed on the upper support template by screw and nut, after the cement concrete of cast solidifies, the lower support template disassembles, further reduce raw-material waste, stay that nut in the floor also can be used as follow-up finishing such as furred ceiling uses.
The metal beam column connection part adopts casting on one side, adopts the forming method of the beam column connection part of casting, and cost is low, is convenient to the beam column connection part of the various structures of moulding.The plastic cement beam column connection part adopts the method for injection mo(u)lding, and the quality of the beam column connection part of moulding is good.
Mounting method of the present invention, laborsaving, quick and easy.
Description of drawings
Fig. 1 is the schematic perspective view of the embodiment of the invention 1.
Fig. 2 is the schematic perspective view of the embodiment of the invention 2.
Fig. 3 is the schematic perspective view of the embodiment of the invention 3.
Fig. 4 is the schematic perspective view of the embodiment of the invention 4.
Fig. 5 is the schematic perspective view of the embodiment of the invention 5.
Fig. 6 is the schematic perspective view of the embodiment of the invention 6.
Fig. 7 is the schematic perspective view of the embodiment of the invention 7.
Fig. 8 is the schematic perspective view of the embodiment of the invention 8.
Fig. 9 is the schematic perspective view of the embodiment of the invention 9.
Figure 10 is the schematic perspective view of the embodiment of the invention 10.
Figure 11 is the schematic perspective view of the embodiment of the invention 11.
Figure 12 is the schematic perspective view of the embodiment of the invention 12.
Figure 13 is the schematic perspective view of the embodiment of the invention 13.
Figure 14 is the schematic perspective view of the embodiment of the invention 14.
Figure 15 is the schematic perspective view of the embodiment of the invention 15.
Figure 16 is the schematic perspective view of the embodiment of the invention 16.
Figure 17 is the schematic perspective view of the embodiment of the invention 17.
Figure 18 is the schematic perspective view of the embodiment of the invention 18.
Figure 19 is the schematic perspective view of the embodiment of the invention 19.
Figure 20 is the schematic perspective view of the embodiment of the invention 20.
Figure 21 is the schematic perspective view of the embodiment of the invention 21.
Figure 22 is the schematic perspective view of the embodiment of the invention 22.
Figure 23 is the schematic perspective view of the embodiment of the invention 23.
Figure 24 is the schematic perspective view of the embodiment of the invention 24.
Figure 25 is the schematic perspective view of the embodiment of the invention 25.
Figure 26 is the schematic perspective view of the embodiment of the invention 26.
Figure 27 is the schematic perspective view of the embodiment of the invention 27.
Figure 28 is the schematic perspective view of the embodiment of the invention 28.
Figure 29 is the schematic perspective view of the embodiment of the invention 29.
Figure 30 is the schematic perspective view of the embodiment of the invention 30.
Figure 31 is the schematic perspective view of the embodiment of the invention 31.
Figure 32 is the schematic perspective view of the embodiment of the invention 32.
Figure 33 is the schematic perspective view of the embodiment of the invention 33.
Figure 34 is the schematic perspective view of the embodiment of the invention 34.
Figure 35 is the schematic perspective view of the embodiment of the invention 35.
Figure 36 is the schematic perspective view of the embodiment of the invention 36.
Figure 37 is the schematic perspective view of the embodiment of the invention 37.
Figure 38 is the schematic perspective view of the embodiment of the invention 38.
Figure 39 is the schematic perspective view of the embodiment of the invention 39.
Figure 40 is the schematic perspective view of the embodiment of the invention 40.
Figure 41 is the schematic perspective view of the embodiment of the invention 41.
Figure 42 is the schematic perspective view of the embodiment of the invention 42.
Figure 43 is the schematic perspective view of the embodiment of the invention 43.
Figure 44 is the schematic perspective view of the embodiment of the invention 44.
Figure 45 is the schematic perspective view of the embodiment of the invention 45.
Figure 46 is the schematic perspective view of the embodiment of the invention 46.
Figure 47 is the schematic perspective view of the embodiment of the invention 47.
Figure 48 is the schematic perspective view of the embodiment of the invention 48.
Figure 49 is the schematic perspective view of the embodiment of the invention 49.
Figure 50 is the schematic perspective view of the embodiment of the invention 50.
Figure 51 is the schematic perspective view of the embodiment of the invention 51.
Figure 52 is the schematic perspective view of the embodiment of the invention 52.
Figure 53 is the schematic perspective view of the embodiment of the invention 53.
Figure 54 is the schematic perspective view of the embodiment of the invention 54.
Figure 55 is the schematic perspective view of the embodiment of the invention 55.
Figure 56 is the schematic perspective view of the embodiment of the invention 56.
Figure 57 is the schematic perspective view of the embodiment of the invention 57.
Figure 58 is the schematic perspective view of the embodiment of the invention 58.
Figure 59 is the schematic perspective view of the embodiment of the invention 59.
Figure 60 is the schematic perspective view of the embodiment of the invention 60.
Figure 61 is the schematic perspective view of the embodiment of the invention 61.
Figure 62 is the schematic perspective view of the embodiment of the invention 62.
Figure 63 is the schematic perspective view of the embodiment of the invention 63.
Figure 64 is the schematic perspective view of the embodiment of the invention 64.
Figure 65 is the schematic perspective view of the embodiment of the invention 65.
Figure 66 is the schematic perspective view of the embodiment of the invention 66.
Figure 67 is the schematic perspective view of the embodiment of the invention 67.
Figure 68 is the schematic perspective view of the embodiment of the invention 68.
Figure 69 is the schematic perspective view of the embodiment of the invention 69.
Figure 70 is the schematic perspective view of the embodiment of the invention 70.
Figure 71 is the schematic perspective view of the embodiment of the invention 71.
Figure 72 is the schematic perspective view of the embodiment of the invention 72.
Figure 73 is the schematic perspective view of the embodiment of the invention 73.
Figure 74 is the schematic perspective view of the embodiment of the invention 74.
Figure 75 is the schematic perspective view of the embodiment of the invention 75.
Figure 76 is the schematic perspective view of the embodiment of the invention 76.
Figure 77 is the schematic perspective view of the embodiment of the invention 77.
Figure 78 is the schematic perspective view of the embodiment of the invention 78.
Figure 79 is the schematic perspective view of the embodiment of the invention 79.
Figure 80 is the schematic perspective view of the top beam connecting component of the embodiment of the invention 79.
Figure 81 is the schematic perspective view of another top beam connecting component of the embodiment of the invention 79.
Figure 82 is the schematic perspective view of the top layer hanging part of the embodiment of the invention 79.
Figure 83 is the schematic perspective view of the back timber hanging part of the embodiment of the invention 79.
Figure 84 is the schematic perspective view of the embodiment of the invention 80.
Figure 85 is the schematic perspective view of the bottom connector of the embodiment of the invention 80.
Figure 86 is the schematic perspective view of the plug connector of the embodiment of the invention 80.
Figure 87 is the schematic perspective view of another plug connector of the embodiment of the invention 80.
Figure 88 is the schematic perspective view of the embodiment of the invention 81.
Figure 89 is the schematic perspective view of the beam column plane plug connector of the embodiment of the invention 81.
Figure 90 is the schematic perspective view of the top layer plug connector of the embodiment of the invention 81.
Figure 91 is the schematic perspective view of the back timber hanging part of the embodiment of the invention 81.
Figure 92 is the schematic perspective view of the back timber hanging part of the embodiment of the invention 82.
Figure 93 is the schematic perspective view of the plug connector of the embodiment of the invention 83.
Figure 94 is the schematic perspective view of the plug connector of the embodiment of the invention 83.
Figure 95 is the schematic perspective view of another plug connector of the embodiment of the invention 83.
Figure 96 is the schematic perspective view of the top layer hanging part of the embodiment of the invention 83.
Figure 97 is the schematic perspective view of the back timber hanging part of the embodiment of the invention 83.
Figure 98 is the schematic perspective view of the embodiment of the invention 84.
Figure 99 is the schematic perspective view of the first eaves connector of the embodiment of the invention 84.
Figure 100 is the schematic perspective view of the 3rd eaves connector of the embodiment of the invention 84.
Figure 101 is the schematic perspective view of the beam column plane plug connector of the embodiment of the invention 84.
Figure 102 is the schematic perspective view of the embodiment of the invention 85.
Figure 103 is the schematic perspective view of the 5th eaves connector of the embodiment of the invention 85.
Figure 104 is the schematic perspective view of the 6th eaves connector of the embodiment of the invention 85.
Figure 105 is the schematic perspective view of the embodiment of the invention 86.
Figure 106 is the schematic perspective view of the embodiment of the invention 87.
Figure 107 is the schematic perspective view of the embodiment of the invention 88.
Figure 108 is the schematic perspective view of the embodiment of the invention 88.
Figure 109 is the schematic perspective view of the plane beam plug connector of the embodiment of the invention 88.
Figure 110 is the schematic perspective view of the first beam hanging part of the embodiment of the invention 88.
Figure 111 is the schematic perspective view of the second beam hanging part of the embodiment of the invention 88.
Figure 112 is the schematic perspective view of the 5th beam hanging part of the embodiment of the invention 88.
Figure 113 is the schematic perspective view of the 4th beam hanging part of the embodiment of the invention 88.
Figure 114 is the schematic perspective view of the first eaves connector of the embodiment of the invention 88.
Figure 115 is the schematic perspective view of the 3rd eaves connector of the embodiment of the invention 88.
Figure 116 is the schematic perspective view of the first side beam column connection part of the embodiment of the invention 88.
Figure 117 is the schematic perspective view of the 7th eaves connector of the embodiment of the invention 88.
Figure 118 is the schematic perspective view of the 3rd side bar post connector of the embodiment of the invention 88.
Figure 119 is the schematic perspective view of the 11 eaves connector of the embodiment of the invention 88.
Figure 120 is the schematic perspective view of the embodiment of the invention 89.
Figure 121 is the schematic perspective view of the eaves plug connector of the embodiment of the invention 89.
Figure 122 is the schematic perspective view of the eaves plug connector of the embodiment of the invention 89.
Figure 123 is the schematic perspective view of the eaves plug connector of the embodiment of the invention 89.
Figure 124 is the schematic perspective view of the eaves plug connector of the embodiment of the invention 89.
Figure 125 is the schematic perspective view of the eaves plug connector of the embodiment of the invention 89.
Figure 126 is the schematic perspective view of the eaves plug connector of the embodiment of the invention 89.
Figure 127 is the schematic perspective view of the embodiment of the invention 90.
Figure 128 is the schematic perspective view of the embodiment of the invention 91.
Figure 129 is the schematic perspective view of the embodiment of the invention 92.
Figure 130 is the schematic perspective view of the top layer hanging part of the embodiment of the invention 92.
Figure 131 is the schematic perspective view of the embodiment of the invention 93.
Figure 132 is the schematic perspective view of the plug connector of the embodiment of the invention 93.
Figure 133 is the schematic perspective view of another plug connector of the embodiment of the invention 93.
Figure 134 is the perspective exploded view of the embodiment of the invention 94.
Figure 135 is the schematic diagram of a kind of bottom connector of the embodiment of the invention 94.
Figure 136 is the schematic diagram of the plane plug connector of the embodiment of the invention 94.
Figure 137 is the perspective exploded view of the embodiment of the invention 95.
Figure 138 is the cross-sectional schematic along the A-A of Figure 137.
Figure 139 is the enlarged diagram of the I section of Figure 138.
Figure 140 is the perspective exploded view of the embodiment of the invention 96.
Figure 141 is the perspective exploded view of the embodiment of the invention 97.
Figure 142 is the schematic perspective view of the plug connector of the embodiment of the invention 97.
Figure 143 is the schematic perspective view of another plug connector of the embodiment of the invention 97.
Figure 144 cut away view that to be the embodiment of the invention 97 dissect along the axis of fixing glass plate bolt.
Figure 145 is the perspective exploded view of the embodiment of the invention 98.
Figure 146 is the perspective exploded view of the embodiment of the invention 99.
Figure 147 is the perspective exploded view of the embodiment of the invention 100.
Figure 148 is the perspective exploded view of the embodiment of the invention 101.
The specific embodiment
Embodiment 1
As shown in Figure 1, beam column connection part, be the bottom beam column connection part, comprise integrated beam column connection part body 1, need and the post end of vertical level direction 2, two of the fixing upper pillar stand connection-pegs of pegging graft directly support the crossbeam parallel with horizontal plane, and the end of crossbeam the horizontal support joint 3, the horizontal support joint 4 that are connected and fixed.
Above beam column connection part body 1, be provided with the support post horizontal plane 5 of direct support post.The upper pillar stand connection-peg comprise the symmetry of extending straight up from the support post horizontal plane, opening towards both sides, U-shaped 6, U-shaped 7 of horizontal Tile.Gap between U-shaped 6, U-shaped 7 forms the storage tank that cooperates with the connecting portion of I-steel.U-shaped, U-shaped two relative face are to keep out face after keeping out face, column before the column of keeping out before and after the column, and two lateral surfaces of U-shaped, U-shaped are that face is kept out on a column left side of keeping out about column and face is kept out on the column right side.
Be provided with lower protuberance 14 in the bottom of beam column connection part body 1.Be provided with supported 15 in the both sides of beam column connection part body.Horizontal support joint 4 comprises the side protuberance 8 that is convexly equipped with from supported 15 end face along continuous straight runs, extend vertically upward again outward from the end face of side protuberance 8 and be provided with stopper protrusion 9 two symmetries, that level is arranged side by side, stopper protrusion 10, be provided with round platform 11 in stopper protrusion 9, stopper protrusion 10 with the base plane of the groove that side protuberance 8 forms, between round platform 11, be connected with reinforcing rib 12, in each round platform 11, be provided with tapped through hole 13.Gap between stopper protrusion 9, the stopper protrusion 10 forms the storage tank of vertical component effect that accommodating end is processed to the side bar end of font.
Horizontal support joint 3 vertically is convexly equipped with from the end face of supported section.The structure of horizontal support joint 3 is identical with the structure of horizontal support joint 4.Beam column connection part is by the sand mould casting.
Embodiment 2
As shown in Figure 2, as different from Example 1, the horizontal support joint is three, i.e. horizontal support joint 16, horizontal support joint 17, horizontal support joint 18, horizontal support joint 16, horizontal support joint 17, horizontal support joint 18 mutually vertically become the T font.
Embodiment 3
As shown in Figure 3, beam column connection part, be the bottom beam column connection part, comprise integrated beam column connection part body 20, need and the post end of vertical level direction fixing 21, four across of upper pillar stand connection-peg of pegging graft directly support the crossbeam parallel with horizontal plane, and the end of crossbeam the horizontal support joint 22, horizontal support joint 23, horizontal support joint 24, the horizontal support joint 19 that are connected and fixed.The bottom surface of beam column connection part body 20 is a plane.The structure of upper pillar stand connection-peg 21 and four horizontal support joints and embodiment 1 are together.
Embodiment 4
As shown in Figure 4, beam column connection part, beam column connection part is the top layer beam column connection part, comprise integrated beam column connection part body 25, need and the post end of vertical level direction peg graft 26, two of fixing lower pillar stand connection-pegs mutually vertical, directly support the crossbeam parallel with horizontal plane, and the end of crossbeam the horizontal support joint 27, the horizontal support joint 28 that are connected and fixed.
Below beam column connection part body 25, be provided with by column directly support by upright supports horizontal plane 29.Lower pillar stand connection-peg 26 comprise two from extended straight down by upright supports horizontal plane 29 symmetry that forms, opening is towards U-shaped piece 30 both sides, horizontal Tile, U-shaped piece 31, base plane at the U-lag of U-shaped piece 30, U-shaped piece 31 is provided with round platform 32, between round platform 32, be connected with reinforcing rib 33, in each round platform 32, be provided with tapped through hole 34, also be provided with and adjust column with respect to the adjusting hole (not shown) of beam column connection part position, adjusting hole be communicated with by upright supports horizontal plane 29 and pass by upright supports horizontal plane 29.Be provided with the tapped through hole 35 of adjusting verticality of stand column in a side of U-shaped piece 30, U-shaped piece 31.Gap between U-shaped piece 30, the U-shaped piece 31 forms the storage tank that cooperates with the connecting portion of H shaped steel.U-shaped piece 30, U-shaped piece 31 two relative faces are to keep out face after keeping out face, column before the column of keeping out before and after the column, and two lateral surfaces of U-shaped piece 30, U-shaped piece 31 are that face is kept out on a column left side of keeping out about column and face is kept out on the column right side.
Horizontal support joint 27, horizontal support joint 28 includes the side protuberance 36 that is convexly equipped with from the side along continuous straight runs of beam column connection part body 25, extend vertically upward again outward from the end face of side protuberance 36 and be provided with two symmetries, the stopper protrusion 37 that level is arranged side by side, stopper protrusion 38, be provided with the reinforcing rib 39 that links to each other with beam column connection part body 25 in the bottom surface of side protuberance 36, in stopper protrusion 37, stopper protrusion 38 is provided with round platform 40 with the base plane of the groove that side protuberance 36 forms, between round platform 40, be connected with reinforcing rib 41, in each round platform 40, be provided with tapped through hole 42, also be provided with each horizontal support joint crossbeam end face and be communicated with, adjust crossbeam with respect to the adjusting hole of beam column connection part position.The adjusting hole 43 of horizontal support joint 27 and the crossbeam end face of horizontal support joint 27 are kept out face 44 and are communicated with and pass the crossbeam end face and keep out face 44.The end face of side protuberance 36 is the support side bar horizontal plane 45 that directly supports side bar.Gap between stopper protrusion 37, the stopper protrusion 38 forms the storage tank of vertical component effect that accommodating end is processed to the side bar end of T font.Base plane at groove is provided with sealing weld through hole 46.Beam column connection part comprises lateral surface 47, the lateral surface 48 that is not provided with supported joint, keep out the side shield locating slot 49 of the horizontal direction that face 44 is communicated with the crossbeam end face of lateral surface 47 and horizontal support joint 27, keep out the side shield locating slot 51 of the horizontal direction that face 50 is communicated with the crossbeam end face of lateral surface 48 and horizontal support joint 28.Upper side wall at side plate locating slot 48, side shield locating slot 49 is equipped with tapped through hole 52.
Beam column connection part is by the lost foam casting moulding.
Embodiment 5
As shown in Figure 5, as different from Example 4, the horizontal support joint is three, i.e. horizontal support joint 53, horizontal support joint 54, horizontal support joint 55, horizontal support joint 53, horizontal support joint 54, horizontal support joint 55 mutually vertically become the T font.Beam column connection part comprises the lateral surface 56 that is not provided with supported joint, keep out the side shield locating slot 58 of the horizontal direction that face 57 is communicated with the crossbeam end face of lateral surface 56 and horizontal support joint 53, keep out the side shield locating slot (not shown) of the horizontal direction that face 59 is communicated with the crossbeam end face of lateral surface 56 and horizontal support joint 55.
Embodiment 6
As shown in Figure 6, as different from Example 4, the horizontal support joint is four, be horizontal support joint 60, horizontal support joint 61, horizontal support joint 62, horizontal support joint 63, horizontal support joint 60, horizontal support joint 61, horizontal support joint 62, horizontal support joint 63 is mutually vertical, across.On beam column connection part, be not provided with the side shield locating slot.
Embodiment 7
As shown in Figure 7, beam column connection part, comprise integrated beam column connection part body 64, be convexly equipped with straight down from the bottom of beam column connection part body 64 need to peg graft fixing with the post end of vertical level direction lower pillar stand connection-peg 65 and top vertical from beam column connection part body 64 upwards be convexly equipped with 66, two of upper pillar stand connection-pegs mutually vertical, directly support the crossbeam parallel with horizontal plane, and the end of crossbeam the horizontal support joint 67, the horizontal support joint 68 that are connected and fixed.
The structure of lower pillar stand connection-peg 65, horizontal support joint 67, horizontal support joint 68 is identical with embodiment 4.Upper pillar stand connection-peg 66 and lower pillar stand connection-peg 65 are symmetrical about its center horizontal plane.
Embodiment 8
As shown in Figure 8, as different from Example 7, the horizontal support joint is three, i.e. horizontal support joint 70, horizontal support joint 71, horizontal support joint 72, horizontal support joint 70, horizontal support joint 71, horizontal support joint 72 mutually vertically become the T font.
Embodiment 9
As shown in Figure 9, as different from Example 7, the horizontal support joint is four, be horizontal support joint 75, horizontal support joint 76, horizontal support joint 77, horizontal support joint 78, horizontal support joint 75, horizontal support joint 76, horizontal support joint 77, horizontal support joint 78 is mutually vertical, across.
Embodiment 10
As shown in figure 10, as different from Example 8, beam column connection part also comprises reinforced joint 80, reinforced joint 81, reinforced joint 82, the reinforced joint 85 that is arranged on the beam column connection part that is used for being connected diagonal position between adjacent horizontal support joint and column connection-peg.Reinforced joint 80, reinforced joint 81, reinforced joint 82 include two parallel protuberances 83, the protuberance 84 from the oblique protrusion of connector body, and protuberance 83, protuberance 84 forms the storage tank that vertical component effect side direction that ends are processed to the beam of T font is inserted.
Embodiment 11
As shown in figure 11, beam column connection part is the top layer beam column connection part, comprises the oblique upper support joint 93 of 92, one top layers of 91, one horizontal support joints of 90, one lower pillar stand connection-pegs of integrated beam column connection part body.The structure of lower pillar stand connection-peg 91, horizontal support joint 92 is identical with embodiment 4.
Be provided with obliquely kink 94 at beam column connection part body 90.The oblique upper support joint 93 of top layer comprises the side protuberance 95 that extends along diagonal upward direction from the end face of vertical kink 94.Extend obliquely again outward at the end face of vertical side protuberance 95 and be provided with stopper protrusion 96 two symmetries, arranged side by side, stopper protrusion 97, be equipped with round platform 98 in stopper protrusion 96, stopper protrusion 97 with the base plane of the groove that the side protuberance forms, between round platform 98, be connected with reinforcing rib 99, in round platform 98, be provided with tapped through hole 100.Below side protuberance 95, be provided with the reinforcing rib 101 that connects together with beam column connection part body 90.
Embodiment 12
As shown in figure 12, as different from Example 11, the horizontal support joint is two, i.e. horizontal support joint 105, horizontal support joint 106, horizontal support joint 105,106 one-tenth in-lines of horizontal support joint.
Embodiment 13
As shown in figure 13, as different from Example 11, under the oblique upper support joint 110 of top layer, also be provided with horizontal support joint 111; The outermost end 112 of the oblique upper support joint 110 of top layer arrives the minimum horizontal distance at beam column connection part body 113 centers less than the supporting traverse horizontal plane 114 of the horizontal support joint 111 under the oblique upper support joint 110 of top layer to the horizontal range at beam column connection part body 113 centers.
Embodiment 14
As shown in figure 14, as different from Example 13, the horizontal support joint is two, i.e. horizontal support joint 115, horizontal support joint 116, horizontal support joint 115,116 one-tenth in-lines of horizontal support joint are symmetrically distributed in the both sides of the oblique upper support joint 117 of top layer.
Embodiment 15
As shown in figure 15, beam column connection part is the top layer beam column connection part, comprise integrated beam column connection part body 120, a lower pillar stand connection-peg 121,122, two of horizontal support joints tiltedly descend connection-peg 123, top layer tiltedly to descend connection-peg 124 about the centrosymmetric top layer of top layer beam column connection part.The structure of lower pillar stand connection-peg 121, horizontal support joint 122 is identical with embodiment 4.
Be provided with two at the beam column connection part body and keep out face 125 about top layer beam column connection part Central Symmetry, down the back timber end face of keeping out the back timber end face.Each top layer tiltedly descends connection-peg vertical top beam-ends face to keep out face 125 and is convexly equipped with downwards, and its structure is identical with the structure of lower pillar stand connection-peg.
Embodiment 16
As shown in figure 16, as different from Example 15, the horizontal support joint is two, i.e. horizontal support joint 126, horizontal support joint 127, and horizontal support joint 126,127 one-tenth in-lines of horizontal support joint are symmetrically distributed in the both sides that top layer tiltedly descends connection-peg.
Embodiment 17
As shown in figure 17, beam column connection part is the top layer beam column connection part, comprises the oblique lower support joint 133 of 132, one top layers of 131, one horizontal support joints of 130, one lower pillar stand connection-pegs of integrated beam column connection part body.Be provided with protuberance 134 under oblique in a side of beam column connection part body 130.The end face of oblique lower support joint 133 vertical lugs 134 of top layer is convexly equipped with downwards.
Lower pillar stand connection-peg 131, horizontal support joint 132 are identical with embodiment 7.The structure of the oblique lower support joint 133 of top layer is identical with the structure of horizontal support joint 132.
Embodiment 18
As shown in figure 18, as different from Example 17, the horizontal support joint is two, i.e. horizontal support joint 135, horizontal support joint 136, horizontal support joint 135,136 one-tenth in-lines of horizontal support joint are symmetrically distributed in the both sides of the oblique lower support joint 137 of top layer.
Embodiment 19
As shown in figure 19, as different from Example 5, a lateral surface 142 that deviates from horizontal support joint 141 at beam column connection part body 140 convexes with tank support portion 143, side direction extension in tank support portion 143 away from beam column connection part body 140 is provided with blocking part 144, and side shield locating slot 145 is the medial surface of connection beam column connection part body and the groove of lateral surface.
Embodiment 20
As shown in figure 20, as different from Example 4, two adjacent lateral surfaces 148 that deviate from horizontal support joint 146 at beam column connection part body 145 convex with independently tank support portion 150, two adjacent lateral surfaces 149 that deviate from horizontal support joint 147 at beam column connection part body 145 convex with independently tank support portion 151, side direction extension in tank support portion 150 away from beam column connection part body 145 is provided with blocking part 152, side direction extension in tank support portion 151 away from beam column connection part body 145 is provided with blocking part 153, side shield locating slot 154 is the medial surface of connection beam column connection part body and the groove of lateral surface.
Embodiment 21
As shown in figure 21, as different from Example 4, two the adjacent lateral surfaces 158,159 that deviate from horizontal support joint 156, horizontal support joint 157 at beam column connection part body 155 convex with the tank support portion 160 that is connected, extend upward away from the both sides of beam column connection part body 155 in tank support portion 160 and to be provided with blocking part 161, blocking part 162, be provided with lower water through hole 163 in tank support portion 160, side shield locating slot 164 is the medial surface of connection beam column connection part body and the groove of lateral surface.
Embodiment 22
As shown in figure 22, as different from Example 8, beam column connection part is the top layer beam column connection part, a lateral surface that deviates from horizontal support joint 166 at beam column connection part body 165 convexes with tank support portion 167, and the side direction extension in tank support portion 167 away from beam column connection part body 165 is provided with blocking part 168.
Embodiment 23
As shown in figure 23, as different from Example 7, beam column connection part is the top layer beam column connection part, deviate from beam column connection part body 170 on two adjacent lateral surfaces of horizontal support joint 171, horizontal support joint 172 and convex with respectively independently tank support portion 173, tank support portion 174, side direction extension in tank support portion 173 away from beam column connection part body 170 is provided with blocking part 175, and the side direction extension in tank support portion 174 away from beam column connection part body 170 is provided with blocking part 176.
Embodiment 24
As shown in figure 24, as different from Example 7, beam column connection part is the top layer beam column connection part, two adjacent lateral surfaces that deviate from horizontal support joint 181, horizontal support joint 182 at beam column connection part body 180 convex with the tank support portion 183 that is connected, extend upward away from the both sides of beam column connection part body 180 in tank support portion 183 and to be provided with blocking part 184, blocking part 185, be provided with lower water through hole 186 in tank support portion 183.
Embodiment 25
As shown in figure 25, as different from Example 19, a lateral surface that deviates from horizontal support joint 191 at beam column connection part body 190 convexes with tank support portion 192, and the side direction extension in tank support portion 192 away from beam column connection part body 140 is provided with blocking part 193.On blocking part 193, convex with straight up barricade column connection-peg 194.The structure of barricade column connection-peg 194 is identical with the structure of the upper pillar stand connection-peg of embodiment 7.
Embodiment 26
As shown in figure 26, as different from Example 4, a lateral surface that deviates from horizontal support joint 196 at beam column connection part body 195 convexes with tank support portion 197, side direction extension in tank support portion 197 away from beam column connection part body 195 is provided with blocking part 198, convexes with straight up barricade column connection-peg 199 on blocking part 198.A lateral surface that deviates from horizontal support joint 200 at beam column connection part body 195 convexes with tank support portion 201, side direction extension in tank support portion 201 away from beam column connection part body 195 is provided with blocking part 202, convexes with straight up barricade column connection-peg 203 on blocking part 202.The structure of barricade column connection-peg 199, barricade column connection-peg 203 is identical with the structure of the upper pillar stand connection-peg of embodiment 7.
Embodiment 27
As shown in figure 27, as different from Example 13, a lateral surface 207 that deviates from the oblique upper support joint 206 of top layer at beam column connection part body 205 convexes with tank support portion 208, side direction extension in tank support portion 208 away from beam column connection part body 205 is provided with blocking part 209, convexes with straight up barricade column connection-peg 210 on blocking part 209.The structure of barricade column connection-peg 210 is identical with the structure of the upper pillar stand connection-peg of embodiment 7.
Embodiment 28
As shown in figure 28, as different from Example 14, a lateral surface that deviates from the oblique upper support joint 212 of top layer at beam column connection part body 211 convexes with tank support portion 213, side direction extension in tank support portion 213 away from beam column connection part body 211 is provided with blocking part 214, convexes with straight up barricade column connection-peg 215 on blocking part 214.The structure of barricade column connection-peg 215 is identical with the structure of the upper pillar stand connection-peg of embodiment 7.
Embodiment 29
As shown in figure 29, as different from Example 4, a lateral surface that deviates from horizontal support joint 221 at these 220 bodies of beam column connection part convexes with tank support portion 222, side direction extension in tank support portion 222 away from beam column connection part body 220 is provided with blocking part 223, on blocking part 223, convex with straight up barricade column connection-peg 224, a side of 223 convexes with barricade horizontal support joint 225 in the blocking part, and barricade horizontal support joint 225 is with the structure of horizontal support joint 226, towards identical.The structure of barricade column connection-peg 224 is identical with the structure of the upper pillar stand connection-peg of embodiment 7.
Embodiment 30
As shown in figure 28, as different from Example 5, a lateral surface that deviates from horizontal support joint 228 at beam column connection part body 227 convexes with tank support portion 229, side direction extension in tank support portion 229 away from beam column connection part body 227 is provided with blocking part 230, on blocking part 230, convex with straight up barricade column connection-peg 231,231 relative both sides convex with symmetrical barricade horizontal support joint 232 in the blocking part, barricade horizontal support joint 233, barricade horizontal support joint 232 is with the parallel of horizontal support joint 234 and towards identical, barricade horizontal support joint 233 and supported joint 235 are parallel and towards identical.Barricade horizontal support joint 232 is identical with the structure of the horizontal support joint of embodiment 1.The reinforcing rib 216 in the outside is provided with barricade is fixed on through hole 217 on the beam column connection part below horizontal support joint 234, and the reinforcing rib 218 in the outside is provided with barricade is fixed on through hole 219 on the beam column connection part below horizontal support joint 235.
Embodiment 31
As shown in figure 31, as different from Example 4, deviate from horizontal support joint 236 at beam column connection part body 245, convex with the tank support portion 238 that is connected on two adjacent lateral surfaces of horizontal support joint 237, extend upward away from the both sides of beam column connection part body 245 in tank support portion 238 and to be provided with blocking part 239, blocking part 240, be provided with lower water through hole 241 in tank support portion 238, angle position in tank support portion 238 away from beam column connection part body 245 convexes with protuberance 242 straight up, convex with barricade horizontal support joint 243 in protuberance 242 adjacent both sides, barricade horizontal support joint 244 is provided with barricade column connection-peg 245 at the top of protuberance 242.Barricade horizontal support joint 243 and horizontal support joint 236 are parallel and towards identical, and barricade horizontal support joint 244 and horizontal support joint 237 are parallel and towards identical.The reinforcing rib 220 in the outside is provided with barricade is fixed on through hole 221 on the beam column connection part below horizontal support joint 236.
Embodiment 32
Shown in figure 32, as different from Example 8, beam column connection part also comprises the tie-beam connection-peg that the lateral surface level that never is provided with supported joint is convexly equipped with; The tie-beam connection-peg comprises the square-tube-shaped protuberance 247 of the lateral surface along continuous straight runs extension that never is provided with supported joint, four lateral surfaces at square-tube-shaped protuberance 247 are equipped with elastic tongue 248, elastic tongue 248 is connected on the square-tube-shaped protuberance 247 away from an end of beam column connection part body 249, and elastic tongue 248 is free end towards an end of beam column connection part body 249.
Embodiment 33
As shown in figure 33, as different from Example 7, beam column connection part also comprises the tie-beam connection-peg 250 that a lateral surface along continuous straight runs that never is provided with supported joint is convexly equipped with; Tie-beam connection-peg 250 structures are identical with the structure of embodiment 32.
Embodiment 34
As shown in figure 34, as different from Example 4, beam column connection part also comprises a tie-beam connection-peg 255 that never is provided with a lateral surface along continuous straight runs of supported joint; The tie-beam socket plug structure is identical with the structure of embodiment 32.
Embodiment 35
As shown in figure 35, as different from Example 5, beam column connection part also comprises a tie-beam connection-peg 260 that never is provided with the lateral surface along continuous straight runs of supported joint; The structure of tie-beam connection-peg 260 is identical with the structure of embodiment 32.
Embodiment 36
As shown in figure 36, as different from Example 14, beam column connection part also comprises a tie-beam connection-peg 263; Deviate from the oblique protuberance 266 that has on the lateral surface of the oblique upper support joint 265 of top layer at beam column connection part body 264.Be convexly equipped with under the bottom surface 267 of tie-beam connection-peg 263 vertical lugs 266 is oblique.Tie-beam connection-peg 263 is identical with the structure of lower pillar stand connection-peg 268.
Embodiment 37
As shown in figure 37, as different from Example 13, beam column connection part also comprises a tie-beam connection-peg 272; Deviate from the oblique protuberance 275 that has on the lateral surface of the oblique upper support joint 274 of top layer at beam column connection part body 273, be convexly equipped with under the bottom surface of tie-beam connection-peg 272 vertical lugs 275 276 is oblique.Tie-beam socket plug structure and embodiment 36 are together.
Embodiment 38
As shown in figure 38, as different from Example 4, beam column connection part also comprises a tie-beam connection-peg 277; Deviate from the oblique protuberance 280 that has of angle position on the adjacent lateral surface of horizontal support joint 278, horizontal support joint 279 at beam column connection part body 282, be convexly equipped with under the bottom surface of tie-beam connection-peg 277 vertical lugs 280 281 is oblique.Tie-beam connection-peg 277 structures and embodiment 36 are together.
Embodiment 39
As shown in figure 39, as different from Example 4, beam column connection part also comprises a tie-beam connection-peg 285; Deviate from the oblique protuberance that has on the lateral surface of horizontal support joint 287 at beam column connection part body 286, be convexly equipped with under the bottom surface of tie-beam connection-peg 285 vertical lugs is oblique.Tie-beam connection-peg 285 structures and embodiment 36 are together.
Embodiment 40
As shown in figure 40, as different from Example 5, beam column connection part also comprises a tie-beam connection-peg 290; Deviate from the oblique protuberance that has on the lateral surface of horizontal support joint 292 at beam column connection part body 291,, be convexly equipped with under the bottom surface of tie-beam connection-peg 290 vertical lugs is oblique.The structure of tie-beam connection-peg 290 and embodiment 36 are together.
Embodiment 41
As shown in figure 41, as different from Example 7, beam column connection part also comprises a tie-beam connection-peg 295; Deviate from the oblique protuberance 298 that has on the lateral surface of horizontal support joint 297 at beam column connection part body 296, be convexly equipped with under the bottom surface of tie-beam connection-peg 295 vertical lugs 98 is oblique.Tie-beam connection-peg 295 structures and embodiment 36 are together.
Embodiment 42
As shown in figure 42, as different from Example 8, beam column connection part also comprises a tie-beam connection-peg 300; Deviate from the oblique protuberance 303 that has on the lateral surface of horizontal support joint 302 at beam column connection part body 301, be convexly equipped with under the bottom surface of tie-beam connection-peg 300 vertical lugs 303 is oblique.Tie-beam connection-peg 300 structures and embodiment 36 are together.
Embodiment 43
As shown in figure 43, as different from Example 7, beam column connection part also comprises a tie-beam connection-peg 305; Deviate from the oblique protuberance 309 that has of angle position on the adjacent lateral surface of horizontal support joint 307, horizontal support joint 308 at beam column connection part body 306, be convexly equipped with under the bottom surface of tie-beam connection-peg 305 vertical lugs 309 is oblique.The structure of tie-beam connection-peg 305 and embodiment 36 are together.
Embodiment 44
As shown in figure 44, as different from Example 43, the angle that horizontal support joint 401, horizontal support joint 401 form is 135 °
Embodiment 45
As shown in figure 45, as different from Example 4, beam column connection part also comprises with beam column connection part body 405 integrated, deviate from horizontal support joint 406 at beam column connection part body 405, the angle position of two adjacent lateral surfaces of horizontal support joint 407 is provided with the oblique lower linking arm 408 that protrudes straight down again beam column connection part body 405, both sides in the vertical end 409 of linking arm 408 are equipped with side bar supported joint 410, side bar supported joint 411, side bar supported joint 410 and horizontal support joint 406 in the same way and parallel, side bar supported joint 411 and horizontal support joint 407 are in the same way and parallel.The structure of side bar supported joint 410, side bar supported joint 411 is identical with the horizontal support joint design of embodiment 1.
Embodiment 46
As shown in figure 46, as different from Example 4, the lateral surface that beam column connection part also comprises is 415 integrated with the beam column connection part body, deviate from horizontal support joint 416 at beam column connection part body 415 is provided with the oblique lower linking arm 417 that protrudes straight down again beam column connection part body 415, side in the vertical end 418 of linking arm 417 is provided with side bar supported joint 419, side bar supported joint 419 and horizontal support joint 420 in the same way and parallel.The structure of side bar supported joint 420 is identical with the horizontal support joint design of embodiment 1.
Embodiment 47
As shown in figure 47, as different from Example 5, the lateral surface that beam column connection part also comprises is 425 integrated with the beam column connection part body, deviate from horizontal support joint 426 at beam column connection part body 425 is provided with the oblique lower linking arm 427 that protrudes straight down again beam column connection part body 425, both sides in the vertical end 428 of linking arm 427 are respectively equipped with side bar supported joint 429, side bar supported joint 430, side bar supported joint 429 and horizontal support joint 431 in the same way and parallel, side bar supported joint 430 and horizontal support joint 432 in the same way and parallel.The structure of side bar supported joint 429, side bar supported joint 430 is identical with the horizontal support joint design of embodiment 1.
Embodiment 48
As shown in figure 48, as different from Example 7, the lateral surface that beam column connection part also comprises is 435 integrated with the beam column connection part body, deviate from horizontal support joint 436 at beam column connection part body 435 is provided with the oblique lower linking arm 437 that protrudes straight down again the beam column connection part body, side in the vertical end 438 of linking arm 437 is provided with side bar supported joint 439, side bar supported joint 439 and horizontal support joint 440 in the same way and parallel.The structure of side bar supported joint 439 is identical with the horizontal support joint design of embodiment 1.
Embodiment 49
As shown in figure 49, as different from Example 8, the lateral surface that beam column connection part also comprises is 441 integrated with the beam column connection part body, deviate from horizontal support joint 442 at beam column connection part body 441 is provided with the oblique lower linking arm 443 that protrudes straight down again the beam column connection part body, both sides in the vertical end 444 of linking arm 443 are respectively equipped with side bar supported joint 445, side bar supported joint 446, side bar supported joint 445 and horizontal support joint 447 in the same way and parallel, side bar supported joint 446 and horizontal support joint 448 are in the same way and parallel.The structure of side bar supported joint 445, side bar supported joint 446 is identical with the horizontal support joint design of embodiment 1.
Embodiment 50
As shown in figure 50, as different from Example 7, beam column connection part also comprises with beam column connection part body 450 integrated, deviate from horizontal support joint 451 at beam column connection part body 450, the angle position of two adjacent lateral surfaces of horizontal support joint 452 is provided with the oblique lower linking arm 453 that protrudes straight down again beam column connection part body 450, both sides in the vertical end 454 of linking arm 453 are equipped with side bar supported joint 455, side bar supported joint 456, side bar supported joint 455 and horizontal support joint 451 in the same way and parallel, side bar supported joint 456 and horizontal support joint 452 are in the same way and parallel.The structure of side bar supported joint 455, side bar supported joint 456 is identical with the horizontal support joint design of embodiment 1.
Embodiment 51
Shown in Figure 51, as different from Example 4, the lateral surface that beam column connection part also comprises is 458 integrated with the beam column connection part body, deviate from horizontal support joint 459 at beam column connection part body 458 is provided with the linking arm 460 that level is protruded beam column connection part body 458, be provided with side bar supported joint 461 near a side of linking arm 460 ends, side bar supported joint 461 and horizontal support joint 462 are in the same way and parallel.Side bar supported joint 461 comprises from the horizontally extending opening up U-shaped piece of a side near linking arm 460.
Embodiment 52
Shown in Figure 52, as different from Example 5, that beam column connection part also comprises is 463 integrated with the beam column connection part body, deviate from the linking arm 465 that level on the lateral surface of horizontal support joint 464 is protruded beam column connection part body 463 at beam column connection part body 463, be respectively equipped with side bar supported joint 466, side bar supported joint 467 in the both sides near linking arm 465 ends, side bar supported joint 466 and horizontal support joint 468 in the same way and parallel, side bar supported joint 467 and horizontal support joint 469 are in the same way and parallel.Side bar supported joint 466, side bar supported joint 467 include from the horizontally extending opening up U-shaped piece of a side near linking arm.
Embodiment 53
Shown in Figure 53, different from embodiment 51 is also to be provided with edge column connection-peg 471.Edge column connection-peg 471 comprises from the connecting portion end that upwards vertically extension is provided with the tubular protuberance that the cross section is straight-flanked ring, four lateral surfaces at tubular protuberance are equipped with elastic tongue 472, elastic tongue 472 is connected on the square-tube-shaped protuberance away from an end of linking arm 473, and elastic tongue 472 is free end towards an end of linking arm 473.
Embodiment 54
Shown in Figure 54, different from embodiment 52 is also to be provided with edge column connection-peg 475.Edge column connection-peg 475 structures are identical with embodiment 53.
Embodiment 55
Shown in Figure 55, beam column connection part comprises integrated beam column connection part body 478, a upper pillar stand connection-peg 479, a lower pillar stand connection-peg 480, a horizontal support joint 481.Upper pillar stand connection-peg 479, lower pillar stand connection-peg 480 structures are identical with embodiment 7.Horizontal support joint 481 comprises the protuberance that protrudes from beam column connection part body one side level, below protuberance, be provided with inclined-plane 482, the end face 483 of protuberance is the supporting traverse horizontal plane, is provided with stopper protrusion 484 at the end face 483 of protuberance away from a side of beam column connection part body 478.Protuberance is convexly equipped with the direction of beam column connection part body 478 and is the beam vertical of overhead traveling crane guide rail.Stopper protrusion 484 is parallel with crossbeam.
Embodiment 56
Shown in Figure 56, different from embodiment 55 is that beam column connection part comprises horizontal support joint 487, the horizontal support joint 488 that two symmetries are convexly equipped with from beam column connection part body 486 relative both sides.
Embodiment 57
Shown in Figure 57, beam column connection part comprises integrated beam column connection part body 490, upper pillar stand connection-peg 491, upper pillar stand connection-peg 492, lower pillar stand connection-peg 493, lower pillar stand connection-peg 494, horizontal support joint 495, horizontal support joint 496, horizontal support joint 497, horizontal support joint 498.Horizontal support joint 495, horizontal support joint 496, horizontal support joint 497, horizontal support joint 498 form cross.Upper pillar stand connection-peg, lower pillar stand connection-peg, horizontal support joint design are identical with embodiment 7.Upper pillar stand connection-peg 491, upper pillar stand connection-peg 492 horizontal arrays, the opening down both sides of its U-shaped piece.Lower pillar stand connection-peg 493, lower pillar stand connection-peg 494 are symmetrical about the horizontal plane of its center with upper pillar stand connection-peg 491, upper pillar stand connection-peg 492 respectively.
Embodiment 58
Shown in Figure 58, beam column connection part comprises integrated beam column connection part body 501, upper pillar stand connection-peg, lower pillar stand connection-peg, horizontal support joint.
Above beam column connection part body 501, be provided with the support post horizontal plane 502 of direct support post.The upper pillar stand connection-peg comprises that two are extended square-tube-shaped protuberance 503 symmetry, horizontal Tile, the square-tube-shaped protuberance 504 that forms straight up from support post horizontal plane 502, two from support post horizontal plane 502 extend straight up form be symmetrically distributed in square-tube-shaped protuberance 503 both sides, opening towards 506, two of U-shaped pieces 505 both sides, horizontal Tile, U-shaped piece from support post horizontal plane 502 extend straight up form be symmetrically distributed in square-tube-shaped protuberance 504 both sides, opening is towards U-shaped piece 507 both sides, horizontal Tile, U-shaped piece 508.U-shaped piece 505, square-tube-shaped protuberance 503, two upper pillar stand connection-pegs of U-shaped 506 formation.U-shaped piece 507, square-tube-shaped protuberance 504, two upper pillar stand connection-pegs of U-shaped 508 formation.Base plane at the U-lag of each U-shaped piece is provided with round platform 509, is connected with reinforcing rib 510 between round platform 509, is provided with tapped through hole 511 in each round platform 509.Below beam column connection part body 501, be provided with by column directly support by upright supports horizontal plane 512.The lower pillar stand connection-peg is arranged on the support post horizontal plane 512, and is symmetrical about the horizontal plane of its center with the upper pillar stand connection-peg.
Four sides at beam column connection part body 501 include the horizontal support joint.Horizontal support joint on beam column connection part body 501 two opposite side surfaces is symmetrical about the vertical plane of its center.Horizontal support joint on each side includes the side protuberance 513 that is convexly equipped with from the side along continuous straight runs of beam column connection part body 501; Be arranged on the support convex 515 on the end face 514 of side protuberance 513, extend vertically upward again outward along the end face 514 of side protuberance 513 and be provided with two stopper protrusion 516, stopper protrusions 517 that are symmetrically distributed in support convex 515 both sides.Be provided with the reinforcing rib 518 that links to each other with beam column connection part body 501 in the bottom surface of side protuberance 513, the end face 514 of side protuberance 513 is the support side bar horizontal plane that directly supports side bar.Gap between stopper protrusion 516, the support convex 515 forms the storage tank of vertical component effect that accommodating end is processed to the side bar end of T font, gap between stopper protrusion 517, the support convex 515 forms the storage tank of vertical component effect that accommodating end is processed to the side bar end of T font, be equipped with round platform 519 in stopper protrusion 516, stopper protrusion 517 with the base plane of the groove that side protuberance 513 forms, between round platform 519, be connected with reinforcing rib 520, in each round platform 519, be provided with tapped through hole 521.
Embodiment 59
Shown in Figure 59, beam column connection part comprises integrated beam column connection part body 530, need and the post end of vertical level direction peg graft a fixing upper pillar stand connection- peg 531 and 532, four horizontal support joints 533 of a lower pillar stand connection-peg, horizontal support joint 534, horizontal support joint 535, horizontal support joint 536.Horizontal support joint 533, horizontal support joint 534, horizontal support joint 535, horizontal support joint 536 across.
Be provided with the support post horizontal plane 537 of direct support post at beam column connection part body 530.Upper pillar stand connection-peg 531 comprise the symmetry of extending straight up from support post horizontal plane 537, opening towards both sides, U-shaped 538, U-shaped 539 of horizontal Tile.Gap between U-shaped 538, U-shaped 539 forms the storage tank that cooperates with the connecting portion of H shaped steel or I-steel.Two faces of U-shaped 538, U-shaped 539 are to keep out face after keeping out face, column before the column of keeping out before and after the column, and two lateral surfaces of U-shaped 538, U-shaped 539 are that face is kept out on a column left side of keeping out about column and face is kept out on the column right side.
Below beam column connection part body 530, be provided with by column directly support by upright supports horizontal plane 540.Lower pillar stand connection-peg 532 is arranged on by on the upright supports horizontal plane 540, and is symmetrical about the horizontal plane of its center with upper pillar stand connection-peg 531.
Horizontal support joint 533, horizontal support joint 534, horizontal support joint 535, horizontal support joint 536 include the side protuberance 541 that is convexly equipped with from a side level of beam column connection part body 530, two stopper protrusions arranged side by side 543, stopper protrusion 544 from the end face 542 of side protuberance 541 is convexly equipped with straight up are provided with the reinforcing rib 545 that links to each other with the beam column connection part body in the bottom surface of side protuberance 541.Gap between stopper protrusion 543, the stopper protrusion 544 forms the storage tank of vertical component effect that accommodating end is processed to the beam-end of T font.Be equipped with the tapped through hole 546 of horizontal direction in stopper protrusion 543, stopper protrusion 544.
Beam column connection part is by the lost wax casting moulding.
Embodiment 60
Shown in Figure 60, beam column connection part comprises integrated beam column connection part body 560, need a upper pillar stand connection- peg 561 and 562, three horizontal support joint 563, horizontal support joint 564, horizontal support joints 565 that become the T font of a lower pillar stand connection-peg of pegging graft fixing with the post end of vertical level direction.
Be provided with the support post horizontal plane 566 of direct support post at beam column connection part body 560.Upper pillar stand connection-peg 561 comprises the square-tube-shaped protuberance that extends straight up from support post horizontal plane 566, four lateral surfaces at the square-tube-shaped protuberance are equipped with elastic tongue 567, elastic tongue 567 is connected on the square-tube-shaped protuberance away from an end of beam column connection part body 560, and elastic tongue 567 is free end towards an end of beam column connection part body 560.The lateral surface of square-tube-shaped protuberance cooperates with the medial surface of square steel pipe column.
Below beam column connection part body 560, be provided with by column directly support by upright supports horizontal plane 568.Lower pillar stand connection-peg 562 is arranged on by on the upright supports horizontal plane 568, and is symmetrical about the horizontal plane of its center with upper pillar stand connection-peg 561.
Horizontal support joint 563, horizontal support joint 564, horizontal support joint 565 include the side protuberance 569 that is convexly equipped with from a side level of beam column connection part body 560, two stopper protrusions arranged side by side 570, the stopper protrusion 571 that are convexly equipped with straight up from the end face of side protuberance 569, be provided with the reinforcing rib 572 that links to each other with beam column connection part body 560 in the bottom surface of side protuberance 569, be provided with tapped through hole 573 in the stopper protrusion 571 of a side.Stopper protrusion 570, the stopper protrusion 571 side protuberance 569 corresponding with it form the storage tank of accommodating beam-end; The supporting traverse horizontal plane is the bottom surface 574 of storage tank.
Embodiment 61
Shown in Figure 61, different from embodiment 60 is, upper pillar stand connection-peg 580 comprises the tubular protuberance that extends straight up from support post horizontal plane 581, lateral surface at the tubular protuberance is equipped with elastic tongue 582, elastic tongue 582 is connected on the tubular protuberance away from an end of beam column connection part body 583, and elastic tongue is free end towards 582 ends to beam column connection part body 583.The lateral surface of tubular protuberance cooperates with the medial surface of round steel pipe column.
Lower pillar stand connection-peg 584 is symmetrical about the horizontal plane of its center with upper pillar stand connection-peg 580.
Embodiment 62
Shown in Figure 62, different from embodiment 60 is, upper pillar stand connection-peg 586 comprises the stair-stepping tubular protuberance that extends straight up from support post horizontal plane 587, and the medial surface 588 of tubular protuberance cooperates with the lateral surface of round steel pipe column; Macro-axis sidewall at the tubular protuberance is provided with tapped through hole 589.
Lower pillar stand connection-peg 590 is symmetrical about the horizontal plane of its center with upper pillar stand connection-peg 586.
Embodiment 63
Shown in Figure 63, different from embodiment 60 is, upper pillar stand connection-peg 595 comprises the square-tube-shaped protuberance that upwards is convexly equipped with from beam column connection part body 596, and the medial surface 597 of square-tube-shaped protuberance cooperates with the lateral surface of round steel pipe or square steel pipe column; Sidewall at the square-tube-shaped protuberance is provided with sealing weld groove 598.
Lower pillar stand connection-peg 599 is symmetrical about the horizontal plane of its center with upper pillar stand connection-peg 595.
Embodiment 64
Shown in Figure 64, beam column connection part comprises integrated beam column connection part body 605, need a upper pillar stand connection- peg 606 and 607, three horizontal support joint 608, horizontal support joint 609, horizontal support joints 610 that become the T font of a lower pillar stand connection-peg of pegging graft fixing with the post end of vertical level direction.
The structure of upper pillar stand connection-peg 606, lower pillar stand connection-peg 607 is identical with embodiment 59.
Supported joint 608, supported joint 609, supported joint 610 include the side protuberance 611 that is convexly equipped with from a side level of beam column connection part body, are provided with the reinforcing rib 612 that links to each other with beam column connection part body 605 in the bottom surface of side protuberance.
The beam column connection part injection mo(u)lding.
Embodiment 65
Shown in Figure 65, as different from Example 8, the lateral surface that is not provided with the connection body 613 of supported joint at beam column connection part is provided with fixedly through hole 614, the through hole 615 of wallboard, lateral surface at reinforcing rib 616 is provided with the fixedly through hole 617 of wallboard, is provided with the fixedly through hole 619 of wallboard at the lateral surface of reinforcing rib 618.
Embodiment 66
Shown in Figure 66, as different from Example 7, the lateral surface that is not provided with the connection body 620 of supported joint at beam column connection part is provided with the fixedly through hole 621 of wallboard, is provided with the fixedly through hole 625 of wallboard at the lateral surface of reinforcing rib 624.
Embodiment 67
Shown in Figure 67, as different from Example 13, also be provided with barricade column connection-peg 630.Convex with straight up vertical protuberance 632 from beam column connection part body 631, vertically the top levels 633 of protuberance 632 is for supporting barricade column horizontal plane, and barricade column connection-peg 630 is convexly equipped with straight up from the top levels 633 of vertical protuberance 632.The structure of the upper pillar stand connection-peg among the structure of barricade column connection-peg 630 and the embodiment 7 is identical.
Embodiment 68
Shown in Figure 68, as different from Example 14, also be provided with barricade column connection-peg 635.Convex with straight up vertical protuberance 637 from beam column connection part body 636, vertically the top levels 638 of protuberance 637 is for supporting barricade column horizontal plane, and barricade column connection-peg 635 is convexly equipped with straight up from the top levels 638 of vertical protuberance 637.The structure of the upper pillar stand connection-peg among the structure of barricade column connection-peg 635 and the embodiment 7 is identical.
Embodiment 69
Shown in Figure 69, as different from Example 11, also be provided with barricade column connection-peg 640.Convex with straight up vertical protuberance 642 from beam column connection part body 641, vertically the top levels 643 of protuberance 642 is for supporting barricade column horizontal plane, and barricade column connection-peg 640 is convexly equipped with straight up from the top levels 643 of vertical protuberance 642.The structure of the upper pillar stand connection-peg among the structure of barricade column connection-peg 640 and the embodiment 7 is identical.
Embodiment 70
Shown in Figure 70, as different from Example 12, also be provided with barricade column connection-peg 645.Convex with straight up vertical protuberance 647 from beam column connection part body 646, vertically the top levels 648 of protuberance 647 is for supporting barricade column horizontal plane, and barricade column connection-peg 645 is convexly equipped with straight up from the top levels 648 of vertical protuberance 647.The structure of the upper pillar stand connection-peg among the structure of barricade column connection-peg 645 and the embodiment 7 is identical.
Embodiment 71
Shown in Figure 71, as different from Example 38, the angle that horizontal support joint 650, horizontal support connect 651 capitiforms one-tenth is 135 °.
Embodiment 72
Shown in Figure 72, as different from Example 7, horizontal support joint 652 is one.
Embodiment 73
Shown in Figure 73, as different from Example 15, the oblique lower support joint 653 of top layer, the oblique lower support joint 654 of top layer have been distributed with in the bilateral symmetry of beam column connection part body.The structure of the oblique lower support joint 653 of top layer, the oblique lower support joint 654 of top layer is identical with embodiment 1.
Embodiment 74
Shown in Figure 74, as different from Example 16, the oblique lower support joint 655 of top layer, the oblique lower support joint 656 of top layer have been distributed with in the bilateral symmetry of beam column connection part body.The structure of the oblique lower support joint 655 of top layer, the oblique lower support joint 656 of top layer is identical with embodiment 1.
Embodiment 75
Shown in Figure 75, as different from Example 27, in the blocking part side of 657 be provided with horizontal support joint 658 in the same way, parallel and barricade horizontal support joint 659 that structure is identical.
Embodiment 76
Shown in Figure 76, as different from Example 28, in the blocking part side of 660 be provided with horizontal support joint 661 in the same way, parallel and barricade horizontal support joint 662 that structure is identical, in the blocking part 660 opposite side be provided with horizontal support joint 663 in the same way, parallel and barricade horizontal support joint 664 that structure is identical.
Embodiment 77
Shown in Figure 77, as different from Example 22, the horizontal support joint is two, is arranged on the opposing both sides of beam column connection part body 665, i.e. horizontal support joint 666, horizontal support joint 667.
Embodiment 78
Shown in Figure 78, beam column connection part comprises beam column connection part body 685, the level of two mutual belt U-shaped storage tanks is convexly equipped with 688, one lower pillar stand connection-pegs 686 that vertically are convexly equipped with beam column connection part body 685 downwards of horizontal support joint 687, horizontal support joint of beam column connection part body 685.The structure of lower pillar stand connection-peg 686 is identical with the structure of the lower pillar stand connection-peg of embodiment 7.
Embodiment 79
Shown in Figure 79, building frame construction, comprise that four diagonal positions along rectangle are by counterclockwise distribution, vertical with horizontal plane column 700, column 702, column 703, column 705, be distributed in the column 701 of the center of column 700, column 702 lines, be distributed in the column 704 of the center of column 703, column 705 lines.The lower pillar stand connection-peg is pegged graft respectively and is fixed on beam column connection part 706, beam column connection part 707, beam column connection part 708, beam column connection part 709, beam column connection part 710, beam column connection part 711 on column 700, column 701, column 702, column 703, column 704, the column 705.
The structure of beam column connection part 706 is identical with embodiment 11.The structure of beam column connection part 707 is identical with embodiment 12.Beam column connection part 708 is symmetrical about the horizontal plane of its center with beam column connection part 706.Beam column connection part 706, beam column connection part 707, beam column connection part 708 are symmetrical about the horizontal plane of its center with beam column connection part 711, beam column connection part 710, beam column connection part 709 one by one.
Building frame construction also comprises and is supported and fixed on beam column connection part 706, the crossbeam 712 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 707, be supported on beam column connection part 707, the crossbeam 713 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 708, be supported and fixed on beam column connection part 709, the crossbeam 714 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 710 is supported and fixed on beam column connection part 710, the crossbeam 715 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 711.
Building frame construction also comprises top beam connecting component 716, top beam connecting component 717, top beam connecting component 718.
Shown in Figure 80, top beam connecting component 716 is not provided with the lower pillar stand connection-peg as different from Example 15 on top beam connecting component 716.Shown in Figure 81, top beam connecting component 717 is not provided with the lower pillar stand connection-peg as different from Example 16 on top beam connecting component 717.Top beam connecting component 718 is symmetrical about the vertical plane of its center with top beam connecting component 716.
On two back timber oblique cutting joints of top beam connecting component 716, peg graft respectively and be fixed with back timber 719, back timber 720.On two back timber oblique cutting joints of top beam connecting component 717, peg graft respectively and be fixed with back timber 721, back timber 722.On two back timber oblique cutting joints of top beam connecting component 718, peg graft respectively and be fixed with back timber 723, back timber 724.
Be supported and fixed on respectively on the relative oblique upper support joint of top layer of beam column connection part 706, beam column connection part 711 with peg graft the be fixed together other end of back timber 719, back timber 720 of top beam connecting component 716.Be supported and fixed on respectively on the relative oblique upper support joint of top layer of beam column connection part 707, beam column connection part 710 with peg graft the be fixed together other end of back timber 721, back timber 722 of top beam connecting component 717.Be supported and fixed on respectively on the relative oblique upper support joint of top layer of beam column connection part 708, beam column connection part 719 with peg graft the be fixed together other end of back timber 723, back timber 724 of top beam connecting component 718.
Building frame construction comprises that also the supported joint relative with top beam connecting component 716, top beam connecting component 717 supports fixing back timber 725, back timber 726.
Building frame construction also comprises top layer hanging part 682 and back timber hanging part 680, back timber hanging part 684.
Shown in Figure 82, top layer hanging part 682 comprises that two become the top layer of inverted v-shaped symmetry tiltedly to descend connection-peg 691, top layer tiltedly to descend connection-peg 692, suspension part 697 and be connected top layer tiltedly to descend connection-peg 691, top layer tiltedly to descend the connecting portion 690 of connection-peg 692 and suspension part 697; 690 one-tenth inverted V-shapeds of connecting portion, suspension part 697 are arranged on the angle position of connecting portion 690 and place the below of connecting portion 690, and 697 are provided with downward opening groove 698 in the suspension part; Top layer tiltedly descends connection-peg 691, top layer tiltedly to descend the end face of connection-peg 692 vertical connecting portions 690 to be convexly equipped with under oblique.Top layer tiltedly descends the structure of connection-peg 691 tiltedly to descend the structure of connection-peg identical with the top layer of embodiment 16.
Shown in Figure 83, back timber hanging part 680 comprise 693, one of suspension parts along the suspension part 693 the end face connecting portion 694 that outward forms that makes progress; One is arranged on the end face that connecting portion 694 deviates from suspension part 693 and the top layer that is convexly equipped with is obliquely tiltedly gone up connection- peg 695, and 693 bottom is provided with the breach 696 that an angle becomes 90 ° inverted L-shaped in the suspension part.It is identical with the lower retaining wall column socket plug structure of beam column connection part 730 that the top layer of back timber hanging part 680 is tiltedly gone up connection-peg.Back timber hanging part 684 is symmetrical about the vertical plane of its center with back timber hanging part 680.
Two top layers of top layer hanging part 682 tiltedly descend connection-peg to peg graft fixing with the back timber 681 of two symmetries, the end of back timber 682 respectively, it is fixing that the top layer of back timber hanging part 680 is tiltedly gone up the other end end grafting of connection-peg and back timber 681, and the top layer of back timber hanging part 684 is tiltedly gone up the other end end of connection-peg and back timber 683 and pegged graft fixing.Top layer hanging part 682 is articulated on the crossbeam 725, back timber hanging part 680 is suspended on that its angle becomes the breach 696 of 90 ° inverted L-shaped to cooperate with crossbeam 712 on the crossbeam 712, and back timber hanging part 684 is suspended on that its angle becomes the breach of 90 ° inverted L-shaped to cooperate with crossbeam 715 on the crossbeam 715.
Building frame construction also comprises top layer hanging part 687 and back timber hanging part 685, back timber hanging part 689.Top layer hanging part 687 is identical with the structure of top layer hanging part 682.Back timber hanging part 685 is identical with the structure of back timber hanging part 680.Back timber hanging part 689 is symmetrical about the vertical plane of its center with back timber hanging part 685.Two top layers of top layer hanging part 687 tiltedly descend connection-peg to peg graft fixing with the back timber 686 of two symmetries, the end of back timber 688 respectively, it is fixing that the top layer of back timber hanging part 685 is tiltedly gone up the other end end grafting of connection-peg and back timber 686, and the top layer of back timber hanging part 689 is tiltedly gone up the other end end of connection-peg and back timber 688 and pegged graft fixing.Top layer hanging part 687 is articulated on the crossbeam 726.Back timber hanging part 685 is suspended on the crossbeam 713, and back timber hanging part 689 is suspended on the crossbeam 714.
The mounting method of building frame construction, mounting method comprises:
The first step is installed in desired location with column 700, column 701, column 702, column 703, column 704, column 705, adjusts column, makes the end face of column and column vertical with horizontal plane at the same level face, and column and ground are fixed;
Second step inserts respectively in corresponding column 700, column 701, column 702, column 703, column 704, the column 705 the lower pillar stand connection-peg of beam column connection part 706, beam column connection part 707, beam column connection part 708, beam column connection part 709, beam column connection part 710, beam column connection part 711 and the column grafting, beam column connection part directly is supported on the column, transfer again beam column connection part, make the horizontal plane of beam supported joint supporting traverse of beam column connection part all on the same level face, and the lower pillar stand connection-peg that makes beam column connection part is fixed with the column that is positioned under it;
The 3rd step was seated in two ends of crossbeam 712, crossbeam 713, crossbeam 714, crossbeam 715 respectively on the beam supported joint of corresponding beam column connection part, and the two ends of crossbeam are connected and fixed with the beam supported joint of corresponding beam column connection part;
The 4th step pegged graft two back timber oblique cutting joints of top beam connecting component 716 to be fixed together with back timber 719, back timber 720 respectively; Two back timber oblique cutting joints of top beam connecting component 717 are pegged graft and are fixed together with back timber 721, back timber 722 respectively; Two back timber oblique cutting joints of top beam connecting component 718 are pegged graft and are fixed together with back timber 723, back timber 724 respectively;
The 5th step was on the horizontal support joint of the two end supports of the back timber that is fixed together pegging graft by the top beam connecting component beam column connection part that is fixed on correspondence;
The 6th step was that the two end supports with crossbeam 725, crossbeam 726 is fixed on the supported joint of corresponding top beam connecting component;
The 7th step was top layer hanging part 682 to be pegged graft with the end of back timber 681, back timber 682 fix, and it is fixing that back timber hanging part 680 and the other end of back timber 681 are pegged graft, and pegged graft in other end end back timber hanging part 684 and back timber 683 and fix; Top layer hanging part 682 is supported on the crossbeam 725, and top layer hanging part 682 is supported on the crossbeam 725, and back timber hanging part 684 is suspended on the crossbeam 715; It is fixing to be pegged graft in top layer hanging part 687 and the end of back timber 686, back timber 688, and back timber hanging part 685 is fixing with the other end grafting of back timber 686, and back timber hanging part 689 is pegged graft fixing with the other end of back timber 688; Top layer hanging part 687 is articulated on the crossbeam 726.Back timber hanging part 685 is suspended on the crossbeam 713, and back timber hanging part 689 is suspended on the crossbeam 714.
Embodiment 80
Shown in Figure 84, different from embodiment 79 is, building frame construction comprises that also the pile tube of square-tube-shaped connects grounding frame 753, pile tube and connects grounding frame 754, pile tube and connect grounding frame 755, pile tube and connect that grounding frame 756, pile tube connect grounding frame 757, pile tube connects grounding frame 758, connects bottom connector 747, bottom connector 748, bottom connector 749, bottom connector 750, bottom connector 751, the bottom connector 752 that grounding frame is welded and fixed with pile tube respectively.
Shown in Figure 85, the bottom connector includes bottom connector body 765, be convexly equipped with the upper pillar stand connection-peg 766 above bottom connector body 765, level is convexly equipped with the support portion 767 that bottom connects body, is convexly equipped with and stretches into the blocking part 768 that pile tube connects grounding frame downwards from bottom connector body.Support portion 767 directly is supported on pile tube and connects on the grounding frame, and the inner chamber that pile tube connects grounding frame is stretched in blocking part 768, and bottom connector and pile tube connect grounding frame and be welded and fixed together.Filling has cement concrete within pile tube connects the inner chamber of grounding frame.Bottom connector 752 is symmetrical about the vertical plane of its center with bottom connector 747.Bottom connector 748, bottom connector 749 and the vertical plane symmetry of bottom connector 747 about its center.Bottom connector 750, bottom connector 751 and the vertical plane symmetry of bottom connector 752 about its center.
Be equipped with at the beam column connection part 730 that is provided with the oblique upper support joint of top layer, beam column connection part 731, beam column connection part 732, beam column connection part 733, beam column connection part 734, beam column connection part 735 and be provided with barricade column connection-peg.The structure of beam column connection part 730 is identical with embodiment 69.The structure of beam column connection part 731 is identical with embodiment 70.Beam column connection part 730 is symmetrical about the horizontal plane of its center with beam column connection part 732.Beam column connection part 735, beam column connection part 734, beam column connection part 733 are symmetrical about the horizontal plane of its center with beam column connection part 730, beam column connection part 731, beam column connection part 732 one by one.
On the barricade column connection-peg of beam column connection part 730, beam column connection part 731, beam column connection part 732, beam column connection part 733, beam column connection part 734, beam column connection part 735, peg graft successively and be fixed with column 759, column 760 columns 761, column 762, column 763, column 764.
Building frame construction also comprises and column 759, column 760, column 761, column 762, column 763, column 764 one by one corresponding peg graft fixing plug connector 736, plug connector 737, plug connector 738, plug connector 739, plug connector 740, plug connector 741.
Shown in Figure 86, plug connector 736 comprise two mutually vertical, be distributed in conplane connection-peg.Shown in Figure 87, plug connector 737 comprise three mutually vertical, be distributed in conplane connection-peg.The structure of connection-peg is identical with the structure of the column connection-peg of embodiment 7.Plug connector 738 is symmetrical about the horizontal plane of its center with plug connector 736.Plug connector 739, plug connector 740, plug connector 741 and plug connector 738, plug connector 737, plug connector 736 are symmetrical about the horizontal plane of its center.
Building frame construction also comprises the crossbeam 743 that two ends and plug connector 736, plug connector 737 are pegged graft and be fixed together, the crossbeam 744 that two ends and plug connector 737, plug connector 738 are pegged graft and be fixed together, the crossbeam 745 that two ends and plug connector 739, plug connector 740 are pegged graft and be fixed together, the crossbeam 746 that two ends and plug connector 740, plug connector 741 are pegged graft and be fixed together.
What activities and embodiment 79 were different is that mounting method comprises:
Install before column 700, column 701, column 702, column 703, column 704, column 705 and ground is fixing pile tube is connected frame: dig six holes at the ground desired location, pile tube connected grounding frame 753, pile tube connect grounding frame 754, pile tube and connect grounding frame 755, pile tube and connect that grounding frame 756, pile tube connect grounding frame 757, pile tube connects grounding frame 758 and is fixed in the corresponding aperture;
Column and ground are fixed front installing bottom layer connector: with bottom connector 747, bottom connector 748, bottom connector 749, bottom connector 750, bottom connector 751, bottom connector 752 is seated in successively pile tube and connects grounding frame 753, pile tube connects grounding frame 754, pile tube connects grounding frame 755, pile tube connects grounding frame 756, pile tube connects grounding frame 757, pile tube connects the support portion that makes the bottom connector on the grounding frame 758 and directly is supported on corresponding pile tube and connects on the grounding frame, adjust the bottom connector, make the bottom upper pillar stand connection-peg of bottom connector vertical with horizontal plane, the support post horizontal plane is at the same level face, and bottom connector and pile tube are connected grounding frame is welded and fixed;
Column and ground are fixed as: successively column 700, column 701, column 702, column 703, column 704, column 705 are pegged graft with the upper pillar stand connection-peg of bottom connector 747, bottom connector 748, bottom connector 749, bottom connector 750, bottom connector 751, bottom connector 752 respectively, column directly is supported on the support post horizontal plane of bottom connector, adjust column, make column vertical with horizontal plane, the end face of column is at the same level face;
The cement concrete of pouring water: connect filling cement concrete in the annulus that the ground frame forms to pile tube, make bottom connector and pile tube connect grounding frame and pour into an integral body;
Also comprise at last column 759, column 760, column 761, column 762, column 763, column 764 are pegged graft with the upper pillar stand connection-peg of beam column connection part 730, beam column connection part 731, beam column connection part 732, beam column connection part 733, beam column connection part 734, beam column connection part 735 respectively, the end face that the adjustment column makes it and column vertical with horizontal plane is fixed column and upper pillar stand connection-peg at the same level face again;
Peg graft an end of crossbeam 743 and the connection-peg of plug connector 736 fixing, the connection-peg of the other end and plug connector 737 is pegged graft fixing, another connection-peg of plug connector 737 and an end of crossbeam 744 are pegged graft fixing, the other end of crossbeam 744 and plug connector 738 are pegged graft fixing, and plug connector 736, plug connector 737, plug connector 738 are pegged graft fixing with column 759, column 760, column 761 respectively again; Peg graft an end of crossbeam 745 and the connection-peg of plug connector 739 fixing, the connection-peg of the other end and plug connector 740 is pegged graft fixing, another connection-peg of plug connector 740 and an end of crossbeam 746 are pegged graft fixing, the other end of crossbeam 746 and plug connector 741 are pegged graft fixing, and plug connector 739, plug connector 740, plug connector 741 are pegged graft fixing with column 762, column 763, column 764 respectively again.
Embodiment 81
Shown in Figure 88, building frame construction, comprise along four diagonal positions of rectangle by counterclockwise distribution, the column 770 vertical with horizontal plane, column 772, column 778, column 776, be distributed in column 770, the column 771 of the center of column 772 lines, be distributed in column 776, the column 777 of the center of column 778 lines, be distributed in column 770, the column 775 of the center of column 776 lines, be distributed in column 771, the column 774 of the center of column 777 lines is distributed in column 772, the column 773 of the center of column 778 lines.The lower pillar stand connection-peg is pegged graft respectively and is fixed on beam column connection part 779, beam column connection part 780, beam column connection part 781, beam column connection part 782, beam column connection part 783, beam column connection part 784, beam column connection part 785, beam column connection part 786, beam column connection part 787 on column 770, column 771, column 772, column 773, column 774, column 775, column 776, column 777, the column 778.
The structure of beam column connection part 779 is identical with embodiment 55.The structure of beam column connection part 784 is identical with embodiment 56.Beam column connection part 780, beam column connection part 781 are identical with the structure of beam column connection part 779.Beam column connection part 785 is symmetrical about the horizontal plane of its center with beam column connection part 779.Beam column connection part 786, beam column connection part 787 are identical with the structure of beam column connection part 785.
Building frame construction also comprises the crossbeam 788 parallel with horizontal plane on two horizontal support joints that are supported and fixed on beam column connection part 779, beam column connection part 780 homonymies, is supported on the crossbeam 789 parallel with horizontal plane on two horizontal support joints of beam column connection part 780, beam column connection part 781 homonymies.Be supported and fixed on the crossbeam 790 parallel with horizontal plane on two horizontal support joints of beam column connection part 782, beam column connection part 783 the same sides, be supported and fixed on the crossbeam 791 parallel with horizontal plane on two horizontal support joints of beam column connection part 783, beam column connection part 784 homonymies.Be supported and fixed on the crossbeam 792 parallel with horizontal plane on two horizontal support joints of beam column connection part 784, beam column connection part 783 the same sides, be supported and fixed on the crossbeam 793 parallel with horizontal plane on two horizontal support joints of beam column connection part 783, beam column connection part 782 homonymies.Be supported and fixed on the crossbeam 794 parallel with horizontal plane on two horizontal support joints of beam column connection part 787, beam column connection part 788 the same sides, be supported and fixed on the crossbeam 795 parallel with horizontal plane on two horizontal support joints of beam column connection part 788, beam column connection part 789 homonymies.
Building frame construction also comprise an end respectively with beam column connection part 779, beam column connection part 780, beam column connection part 781, beam column connection part 785, beam column connection part 786, beam column connection part 787 peg graft fixing column 796, column 797, column 798, column 802, column 803, column 804.Respectively with column 796, column 797, column 798, column 804, column 803, column 802 peg graft fixing beam column connection part 805, beam column connection part 806, beam column connection part 807, beam column connection part 808, beam column connection part 809, beam column connection part 810.The structure of beam column connection part 805 is identical with embodiment 13.The structure of beam column connection part 806 is identical with embodiment 14.Beam column connection part 807 is symmetrical about the horizontal plane of its center with beam column connection part 805.Beam column connection part 808, beam column connection part 809, beam column connection part 810 are symmetrical about the horizontal plane of its center with beam column connection part 807, beam column connection part 806, beam column connection part 805 respectively.
Be supported and fixed on the crossbeam 841 on two relative horizontal support joints of beam column connection part 805, beam column connection part 806, be supported and fixed on the crossbeam 842 on two relative horizontal support joints of beam column connection part 806, beam column connection part 807.Be supported and fixed on the crossbeam 843 on two relative horizontal support joints of beam column connection part 808, beam column connection part 809, be supported and fixed on the crossbeam 844 on two relative horizontal support joints of beam column connection part 809, beam column connection part 810.
Building frame construction also comprises the identical beam column plane plug connector 769 of structure, beam column plane plug connector 815, beam column plane plug connector 818.Shown in Figure 89, beam column plane plug connector 769 comprises beam column plane plug connector body 858, vertically be convexly equipped with post connection-peg 859, the post connection-peg 860 of beam column plane plug connector body 858, along continuous straight runs is convexly equipped with beam connection-peg 861, the beam connection-peg 862 of beam column plane plug connector body.Post connection-peg 859, beam connection-peg 861, post connection-peg 860, beam connection-peg 862 across.The structure of the column connection-peg among the structure of post connection-peg and the embodiment 7 is identical.The beam connection-peg is identical with the structure of post connection-peg.
Building frame construction also comprises and the post connection-peg of beam column plane plug connector 769 peg graft fixing column 801, column 812, with the beam connection-peg of beam column plane plug connector 769 peg graft fixing crossbeam 811, crossbeam 813.The fixing upper pillar stand connection-peg with beam column connection part 784 of the other end of column 801 is pegged graft fixing, and the other end of crossbeam 811, crossbeam 813 is supported on respectively on the relative horizontal support joint of beam column connection part 805, beam column connection part 810.
Building frame construction also comprises and the post connection-peg of beam column plane plug connector 815 peg graft fixing column 800, column 846, with the beam connection-peg of beam column plane plug connector 769 peg graft fixing crossbeam 814, crossbeam 816.The fixing upper pillar stand connection-peg with beam column connection part 783 of the other end of column 800 is pegged graft fixing, and the other end of crossbeam 814, crossbeam 816 is supported on respectively on the relative horizontal support joint of beam column connection part 806, beam column connection part 809.
Building frame construction also comprises and the post connection-peg of beam column plane plug connector 818 peg graft fixing column 799, column 847, with the beam connection-peg of beam column plane plug connector 818 peg graft fixing crossbeam 817, crossbeam 819.The fixing upper pillar stand connection-peg with beam column connection part 782 of the other end of column 799 is pegged graft fixing, and the other end of crossbeam 817, crossbeam 819 is supported on respectively on the relative horizontal support joint of beam column connection part 807, beam column connection part 808.
Building frame construction also comprises beam column connection part 820, beam column connection part 823, beam column connection part 826.The structure of beam column connection part 820 is identical with embodiment 15.The structure of beam column connection part 823 is identical with embodiment 16.Comprise also that respectively two top layers with beam column connection part 820 tiltedly descend connection-peg peg graft fixing back timber 821, back timber 822, the lower pillar stand connection-peg of beam column connection part 820 is pegged graft and is fixed on the column 812, and the other end of back timber 821, back timber 822 is supported and fixed on respectively on the oblique upper support joint of top layer of beam column connection part 805, beam column connection part 810.Two top layers with beam column connection part 823 tiltedly descend connection-peg grafting fixing back timber 824, back timber 825 respectively, the lower pillar stand connection-peg of beam column connection part 823 is pegged graft and is fixed on the column 846, and the other end of back timber 824, back timber 825 is supported and fixed on respectively on the oblique upper support joint of top layer of beam column connection part 806, beam column connection part 809.Comprise also that respectively two top layers with beam column connection part 826 tiltedly descend connection-peg peg graft fixing back timber 827, back timber 828, the lower pillar stand connection-peg of beam column connection part 826 is pegged graft and is fixed on the column 847, and the other end of back timber 827, back timber 828 is supported and fixed on respectively on the oblique upper support joint of top layer of beam column connection part 807, beam column connection part 808.
Building frame construction also comprises top layer plug connector 833 and back timber hanging part 831, back timber hanging part 835.
Shown in Figure 90, top layer plug connector 833 comprises top layer plug connector body 851, two oblique lower top layers that are convexly equipped with top layer plug connector body 851, one-tenth inverted v-shaped tiltedly descend connection-peg 852, top layer tiltedly to descend connection-peg 853, and the structure of connection-peg 852 tiltedly descends the structure of connection-peg identical with the top layer of embodiment 16.
Shown in Figure 91, back timber hanging part 831 comprise 854, one of suspension parts along the suspension part 854 the end face connecting portion 855 that outward forms that makes progress; One is arranged on the end face that connecting portion 855 deviates from suspension part 854 and the oblique upper support joint 856 of top layer that is convexly equipped with obliquely, be provided with the downward opening U-lag 857 that an angle becomes 90 ° in the bottom of suspension part, the structure of the oblique upper support joint 856 of top layer is identical with the structure of the oblique upper support joint of top layer of enforcement 13.Back timber hanging part 831 is suspended on that its U-lag cooperates with crossbeam 841 on the crossbeam 841, and back timber hanging part 835 is suspended on that its U-lag cooperates with crossbeam 844 on the crossbeam 844.Back timber hanging part 835 is symmetrical about the vertical plane of its center with back timber hanging part 831.Two top layers of top layer plug connector 833 tiltedly descend connection-peg to peg graft fixing with the back timber 832 of two symmetries, the end of back timber 834 respectively, top layer plug connector 833 is supported on the crossbeam 829, and the other end of back timber 832, back timber 834 is supported on respectively on the oblique upper support joint of top layer of back timber hanging part 831, back timber hanging part 835.
Building frame construction also comprises top layer plug connector 838 and back timber hanging part 836, back timber hanging part 840.Top layer plug connector 838 is identical with the structure of top layer plug connector 833.Back timber hanging part 836 and back timber hanging part 831.Back timber hanging part 836 is suspended on that its U-lag cooperates with crossbeam 842 on the crossbeam 842, and back timber hanging part 840 is suspended on that its U-lag cooperates with crossbeam 843 on the crossbeam 843.Back timber hanging part 835 is symmetrical about the vertical plane of its center with back timber hanging part 831.Two top layers of top layer plug connector 838 tiltedly descend connection-peg to peg graft fixing with the back timber 837 of two symmetries, the end of back timber 839 respectively, top layer plug connector 838 is supported on the crossbeam 830, and the other end of back timber 837, back timber 839 is supported on respectively on the oblique upper support joint of top layer of back timber hanging part 836, back timber hanging part 840.
Embodiment 82
Shown in Figure 92, building frame construction, comprise that four diagonal positions along rectangle are by counterclockwise distribution, vertical with horizontal plane column 880, column 882, column 883, column 885, be distributed in the column 881 of the center of column 880, column 882 lines, be distributed in the column 884 of the center of column 883, column 885 lines.The lower pillar stand connection-peg is pegged graft respectively and is fixed on beam column connection part 886, beam column connection part 887, beam column connection part 888, beam column connection part 889, beam column connection part 890, beam column connection part 891 on column 880, column 881, column 882, column 883, column 884, the column 885.Column 880, column 881, column 882 are contour, and column 883, column 884, column 885 are contour, and the height of column 883, column 884, column 885 is higher than column 880, column 881, column 882.
The structure of beam column connection part 886 is identical with embodiment 11.The structure of beam column connection part 887 is identical with embodiment 12.Beam column connection part 888 is symmetrical about the horizontal plane of its center with beam column connection part 887.The structure of beam column connection part 889 is identical with embodiment 11.The structure of beam column connection part 890 is identical with embodiment 12.Beam column connection part 891 is symmetrical about the horizontal plane of its center with beam column connection part 889.
Building frame construction also comprises and is supported and fixed on beam column connection part 886, the crossbeam 892 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 887, be supported on beam column connection part 887, the crossbeam 893 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 888, be supported and fixed on beam column connection part 888, the crossbeam 894 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 889, be supported and fixed on beam column connection part 889, the crossbeam 895 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 890, be supported and fixed on beam column connection part 890, the crossbeam 896 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 891, be supported and fixed on beam column connection part 891, the crossbeam 897 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 886 is supported and fixed on beam column connection part 890, the crossbeam 898 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 887.
Embodiment 83
Shown in Figure 93, different from embodiment 80 is, the underground pile tube 947 that also comprises the depths desired location of being driven underground, underground pile tube 948, underground pile tube 949, underground pile tube 950, underground pile tube 951, underground pile tube 952, underground pile tube 953, underground pile tube 954, underground pile tube 955, the pile tube that encloses respectively the upper end of corresponding underground pile tube connects grounding frame 938, pile tube connects grounding frame 939, pile tube connects grounding frame 940, pile tube connects grounding frame 941, pile tube connects grounding frame 942, pile tube connects grounding frame 943, pile tube connects grounding frame 944, pile tube connects grounding frame 945, pile tube connects grounding frame 946, is supported on respectively corresponding pile tube and connects bottom connector 929 on the grounding frame, bottom connector 930, bottom connector 931, bottom connector 932, bottom connector 933, bottom connector 934, bottom connector 935, bottom connector 936, bottom connector 937.
The bottom connector includes bottom connector body, is convexly equipped with the upper pillar stand connection-peg above bottom connector body, and level is convexly equipped with the support portion that bottom connects body, is convexly equipped with and stretches into the blocking part that pile tube connects grounding frame downwards from bottom connector body.The support portion directly is supported on pile tube and connects on the grounding frame, and the inner chamber that pile tube connects grounding frame is stretched in the blocking part, and bottom connector and pile tube connect grounding frame and be welded and fixed together.Filling has cement concrete within pile tube connects the inner chamber of grounding frame.
Corresponding grafting is fixing one by one with the bottom of bottom column 920, column 921, column 922, column 923, column 924, column 925, column 926, column 927, column 928 respectively for the connection-peg of bottom connector 929, bottom connector 930, bottom connector 931, bottom connector 932, bottom connector 933, bottom connector 934, bottom connector 935, bottom connector 936, bottom connector 937.
Be provided with barricade column connection-peg at the beam column connection part 956 that is provided with the oblique upper support joint of top layer, beam column connection part 957, beam column connection part 958, beam column connection part 959, beam column connection part 960, beam column connection part 961.The structure of beam column connection part 956 is identical with embodiment 67.The structure of beam column connection part 957 is identical with embodiment 68.Beam column connection part 958 is symmetrical about the horizontal plane of its center with beam column connection part 956.Beam column connection part 959, beam column connection part 960, beam column connection part 961 are symmetrical about the horizontal plane of its center with beam column connection part 958, beam column connection part 957, beam column connection part 956 one by one.
On the barricade column connection-peg of beam column connection part 956, beam column connection part 957, beam column connection part 958, beam column connection part 959, beam column connection part 960, beam column connection part 961, peg graft successively and be fixed with column 962, column 963, column 964, column 965, column 966, column 967.
Building frame construction also comprises and column 962, column 963, column 964, column 965, column 966, column 967 one by one corresponding peg graft fixing plug connector 968, plug connector 969, plug connector 970, plug connector 971, plug connector 972, plug connector 973.
Shown in Figure 94, plug connector 968 comprises three mutually vertical, the identical connection-peg 990 of structure, connection-peg 991, connection-pegs 992 of being distributed in Different Plane.Shown in Figure 95, plug connector 737 comprise three mutually vertical, be distributed in the identical connection-peg of same plane structure 993, connection-peg 994, connection-peg 995.The structure of connection-peg is identical with the structure of the column connection-peg of embodiment 7.Plug connector 970 is symmetrical about the horizontal plane of its center with plug connector 968.Insert plug connector 971, plug connector 972, plug connector 973 and plug connector 970, plug connector 969, plug connector 968 is symmetrical about the horizontal plane of its center.
Building frame construction also comprises the crossbeam 974 that two ends and plug connector 968, plug connector 969 are pegged graft and be fixed together, the crossbeam 975 that two ends and plug connector 969, plug connector 970 are pegged graft and be fixed together, the crossbeam 976 that two ends and plug connector 970, plug connector 971 are pegged graft and be fixed together, the crossbeam 977 that two ends and plug connector 971, plug connector 972 are pegged graft and be fixed together, the crossbeam 979 that crossbeam 978 two ends that two ends and plug connector 972, plug connector 973 grafting are fixed together and plug connector 973, plug connector 968 are pegged graft and be fixed together.
Building frame construction also comprises top layer hanging part 982 and back timber hanging part 980, back timber hanging part 984.
Shown in Figure 96, top layer hanging part 982 comprises that two become the top layer of inverted v-shaped tiltedly to descend connection-peg 997, top layer tiltedly to descend connection-peg 998, suspension part 999 and be connected top layer tiltedly to descend connection-peg 997, top layer tiltedly to descend the connecting portion 1000 of connection-peg 998 and suspension part 999; 1000 one-tenth inverted V-shapeds of connecting portion, suspension part 999 are arranged on the angle position of connecting portion 1000 and place the below of connecting portion 1000, and 999 are provided with the opening down groove 1002 that cooperates with back timber 1001 in the suspension part; Top layer tiltedly descends connection-peg 997, top layer tiltedly to descend the end face of connection-peg 998 vertical connecting portions 1000 to be convexly equipped with under oblique.Top layer tiltedly descends the structure of connection-peg 997 tiltedly to descend the structure of connection-peg identical with the top layer of embodiment 16.
Shown in Figure 97, back timber hanging part 980 comprise 1003, one of suspension parts along the suspension part 1003 the end face connecting portion 1004 that outward forms that makes progress; One is arranged on the end face that connecting portion 1004 deviates from suspension part 1003 and the oblique upper support joint 1005 of top layer that is convexly equipped with obliquely, 1003 bottom is provided with the breach 1006 that an angle becomes 90 ° inverted L-shaped in the suspension part, and the structure of the oblique upper support joint 1005 of top layer is identical with the structure of the oblique upper support joint of top layer of enforcement 13.Back timber hanging part 984 is symmetrical about the vertical plane of its center with back timber hanging part 980.
Two top layers of top layer hanging part 982 tiltedly descend connection-peg respectively with the back timber 981 of two symmetries, the end of back timber 982 is pegged graft fixing, the top layer of back timber hanging part 980 is tiltedly gone up the other end end of connection-peg and back timber 981 and is pegged graft fixing, the top layer of back timber hanging part 984 is tiltedly gone up the other end end of connection-peg and back timber 983 and is pegged graft fixing, back timber hanging part 980 is suspended on that its angle becomes the breach 1006 of 90 ° inverted L-shaped to cooperate with crossbeam 1007 on the crossbeam 1007, back timber hanging part 984 is suspended on that its angle becomes the breach of 90 ° inverted L-shaped to cooperate with this crossbeam on the crossbeam, and the top layer hanging part is articulated on the crossbeam 1001.
Building frame construction also comprises top layer hanging part 987 and back timber hanging part 985, back timber hanging part 989.Top layer hanging part 987 is identical with the structure of top layer hanging part 982.Back timber hanging part 985 is identical with the structure of back timber hanging part 980.Back timber hanging part 985 is suspended on that its U-lag cooperates with crossbeam 842 on the crossbeam 842, and back timber hanging part 989 is suspended on the crossbeam 1008.Back timber hanging part 989 is symmetrical about the vertical plane of its center with back timber hanging part 985.Two top layers of top layer hanging part 987 tiltedly descend connection-peg to peg graft fixing with the back timber 986 of two symmetries, the end of back timber 988 respectively, the top layer of back timber hanging part 985 is tiltedly gone up the other end end of connection-peg and back timber 986 and is pegged graft fixing, the top layer of back timber hanging part 989 is tiltedly gone up the other end end of connection-peg and back timber 988 and is pegged graft fixing, back timber hanging part 985 is suspended on the crossbeam 1008, back timber hanging part 989 is suspended on the crossbeam 1009, and top layer hanging part 987 is articulated on the crossbeam 1010.
Embodiment 84
Shown in Figure 98, building frame construction, comprise that four diagonal positions along rectangle are by counterclockwise distribution, vertical with horizontal plane column 1030, column 1032, column 1033, column 1035, be distributed in the column 1031 of the center of column 1030, column 1032 lines, be distributed in the column 1034 of the center of column 1033, column 1035 lines.The lower pillar stand connection-peg is pegged graft respectively and is fixed on beam column connection part 1036, beam column connection part 1037, beam column connection part 1038, beam column connection part 1039, beam column connection part 1040, beam column connection part 1041 on column 1030, column 1031, column 1032, column 1033, column 1034, the column 1035.
The structure of beam column connection part 1036 is identical with embodiment 37.The structure of beam column connection part 1037 is identical with embodiment 36.Beam column connection part 1038 is symmetrical about the horizontal plane of its center with beam column connection part 1036.Beam column connection part 1041, beam column connection part 1040, beam column connection part 1039 are symmetrical about the horizontal plane of its center with beam column connection part 1036, beam column connection part 1037, beam column connection part 1038 one by one.
Building frame construction also comprises and is supported and fixed on beam column connection part 1036, the crossbeam 1042 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1037, be supported on beam column connection part 1037, the crossbeam 1043 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1038, be supported and fixed on beam column connection part 1039, the crossbeam 1044 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1040 is supported and fixed on beam column connection part 1040, the crossbeam 1045 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1041.
Building frame construction also comprises the identical beam column plane plug connector 1047 of structure, beam column plane plug connector 1051, beam column plane plug connector 1055.Shown in Figure 101, beam column plane plug connector 1047 comprises beam column plane plug connector body 1090, two horizontal directions are convexly equipped with 1093, one post connection-pegs 1092 that vertically upwards are convexly equipped with beam column plane plug connector body of beam connection-peg 1091, beam connection-peg of beam column plane plug connector body.With two beam connection-pegs of beam column plane plug connector 1047 peg graft fixing crossbeam 1046, crossbeams 1049, with the post connection-peg of the beam column plane plug connector 1047 fixing column 1048 of pegging graft.The other end of crossbeam 1046, crossbeam 1047 is supported on respectively on the horizontal support joint of beam column connection part 1036, beam column connection part 1041.With two beam connection-pegs of beam column plane plug connector 1051 peg graft fixing crossbeam 1050, crossbeams 1053, with the post connection-peg of the beam column plane plug connector 1051 fixing column 1052 of pegging graft.The other end of crossbeam 1050, crossbeam 1053 is supported on respectively on the horizontal support joint of beam column connection part 1037, beam column connection part 1040.With two beam connection-pegs of beam column plane plug connector 1055 peg graft fixing crossbeam 1054, crossbeams 1057, with the post connection-peg of the beam column plane plug connector 1055 fixing column 1056 of pegging graft.The other end of crossbeam 1054, crossbeam 1057 is supported on respectively on the horizontal support joint of beam column connection part 1038, beam column connection part 1039.
Building frame construction also comprises beam column connection part 1058, beam column connection part 1059, beam column connection part 1060.The structure of beam column connection part 1058 is identical with embodiment 15.The structure of beam column connection part 1059 is identical with embodiment 16.Beam column connection part 1060 is identical with the structure of beam column connection part 1058.Comprise also that respectively two top layers with beam column connection part 1058 tiltedly descend connection-peg peg graft fixing back timber 1061, back timber 1062, the other end of back timber 1061, back timber 1062 is supported and fixed on respectively on the relative oblique upper support joint of two top layers of beam column connection part 1036, beam column connection part 1041.Two top layers with beam column connection part 1059 tiltedly descend connection-peg grafting fixing back timber 1063, back timber 1064 respectively.The other end of back timber 1063, back timber 1064 is supported and fixed on respectively on the relative oblique upper support joint of two top layers of beam column connection part 1037, beam column connection part 1040.Comprise also that respectively two top layers with beam column connection part 1060 tiltedly descend connection-peg peg graft fixing back timber 1065, back timber 1066.The other end of back timber 1065, back timber 1066 is supported and fixed on respectively on the relative oblique upper support joint of two top layers of beam column connection part 1038, beam column connection part 39.
Building frame construction also comprises respectively and beam column connection part 1036, beam column connection part 1037, beam column connection part 1038, beam column connection part 1039, beam column connection part 1040, the first tie-beam 1067 that the tie-beam connection-peg of beam column connection part 1041 is pegged graft and fixed, the 3rd tie-beam 1068, the second tie-beam 1069, the first tie-beam 1070, the 3rd tie-beam 1071, the second tie-beam 1072 is with the first tie-beam 1067, the 3rd tie-beam 1068, the second tie-beam 1069, the first tie-beam 1070, the 3rd tie-beam 1071, the first eaves connector 1073 that the second tie-beam 1072 is pegged graft and fixed, the 3rd eaves connector 1074, the second eaves connector 1075, the first eaves connector 1076, the 3rd eaves connector 1077, the second eaves connector 1078.
Shown in Figure 99, the first eaves connector 1073 comprises that integrated the first eaves connector body 1083, one protrude the first beam connection-peg 1084 obliquely from the first eaves connector body 1083, are convexly equipped with first a side bar supported joint 1085 of the first eaves connector body 1083 from a side along continuous straight runs of the first eaves connector body 1083.The second eaves connector 1075 and the first eaves connector 1073 are symmetrical about the vertical plane of its center.Shown in Figure 100, what the structure of the 3rd eaves connector 1074 and the first eaves connector 1073 was different is that the 3rd eaves connector 1074 comprises two the 3rd side bar supported joint 1088, the 3rd side bar supported joints 1089 that are convexly equipped with the 3rd eaves connector body 1086 from the 3rd eaves connector body 1086 opposing both sides.The second eaves connector 1078, the 3rd eaves connector 1077, the first eaves connector 1076 are symmetrical about the vertical plane of its center with the first eaves connector 1073, the 3rd eaves connector 1074, the second eaves connector 1075 respectively.
Building frame construction also comprises the side bar 1079 on the side bar supported joint that is supported and fixed on the first eaves connector 1073, the 3rd eaves connector 1074, be supported and fixed on the side bar 1080 on the side bar supported joint of the 3rd eaves connector 1074, the second eaves connector 1075, be supported and fixed on the side bar 1081 on the side bar supported joint of the first eaves connector 1076, the 3rd eaves connector 1077, be supported and fixed on the side bar 1082 of the 3rd eaves connector 1077, the second eaves connector 1078.
The installation process of tie-beam, eaves connector, side bar comprises:
On the tie-beam connection-peg of the beam column connection part 1036 of the correspondence that first the first tie-beam 1067, the 3rd tie-beam 1068, the second tie-beam 1069, the first tie-beam 1070, the 3rd tie- beam 1071,1072 grafting of the second tie-beam is fixed on, beam column connection part 1037, beam column connection part 1038, beam column connection part 1039, beam column connection part 1040, beam column connection part 1041;
Tie-beam connection-peg with the first eaves connector 1073, the 3rd eaves connector 1074, the second eaves connector 1075, the first eaves connector 1076, the 3rd eaves connector 1077, the second eaves connector 1078 inserts the end of corresponding the first tie-beam 1067, the 3rd tie-beam 1068, the second tie-beam 1069, the first tie-beam 1070, the 3rd tie-beam 1071, the second tie-beam 1072 and pegs graft fixing with the end of tie-beam again;
After finishing tie-beam, eaves connector fixing, side bar 1079 is placed on the side bar supported joint of the first eaves connector 1073, the 3rd eaves connector 1074, directly support side bar 1079 by the side bar supported joint, again the side bar supported joint of the end of side bar 1079 and the first eaves connector 1073, the 3rd eaves connector 1074 is fixed; Side bar 1080 is placed on the side bar supported joint of the 3rd eaves connector 1074, the second eaves connector 1075, directly support side bar 1080 by the side bar supported joint, again the side bar supported joint of the end of side bar 1080 and the 3rd eaves connector 1074, the second eaves connector 1075 is fixed; Side bar 1081 is placed on the side bar supported joint of the first eaves connector 1076, the 3rd eaves connector 1077, directly support side bar 1081 by the side bar supported joint, again the side bar supported joint of the end of side bar 1081 and the first eaves connector 1076, the 3rd eaves connector 1077 is fixed; Side bar 1082 is placed on the side bar supported joint of the 3rd eaves connector 1077, the second eaves connector 1078, directly support side bar 1082 by the side bar supported joint, again the side bar supported joint of the end of side bar 1082 and the 3rd eaves connector 1077, the second eaves connector 1078 is fixed.
Embodiment 85
Shown in Figure 102, building frame construction, comprise that four diagonal positions along rectangle are by counterclockwise distribution, vertical with horizontal plane column 1121, column 1123, column 1124, column 1120, be distributed in the column 1122 of the center of column 1121, column 1123 lines, be distributed in the column 1125 of the center of column 1124, column 1120 lines.The lower pillar stand connection-peg is pegged graft respectively and is fixed on beam column connection part 1126, beam column connection part 1127, beam column connection part 1128, beam column connection part 1129, beam column connection part 1130, beam column connection part 1131 on column 1120, column 1121, column 1122, column 1123, column 1124, the column 1125.
The structure of beam column connection part 1126 is identical with embodiment 43.The structure of beam column connection part 1128 is identical with embodiment 42.Beam column connection part 1127 is symmetrical about the horizontal plane of its center with beam column connection part 1126.Beam column connection part 1127, beam column connection part 1128, beam column connection part 1129 are symmetrical about the horizontal plane of its center with beam column connection part 1126, beam column connection part 1131, beam column connection part 1130 one by one.
Building frame construction also comprises and is supported and fixed on beam column connection part 1126, the crossbeam 1144 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1127, be supported on beam column connection part 1127, the crossbeam 1145 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1128, be supported and fixed on beam column connection part 1128, the crossbeam 1146 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1129, be supported and fixed on beam column connection part 1129, the crossbeam 1147 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1130, be supported and fixed on beam column connection part 1130, the crossbeam 1148 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1131 is supported and fixed on beam column connection part 1131, the crossbeam 1149 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1126.
Building frame construction also comprises respectively and beam column connection part 1127, beam column connection part 1128, beam column connection part 1129, beam column connection part 1130, beam column connection part 1131, the 4th tie-beam 1157 that the tie-beam connection-peg of beam column connection part 1126 is pegged graft and fixed, the 6th tie-beam 1158, the 5th tie-beam 1159, the 4th tie-beam 1160, the 6th tie-beam 1161, the 5th tie-beam 1156 is with the 4th tie-beam 1157, the 6th tie-beam 1158, the 5th tie-beam 1159, the 4th tie-beam 1160, the 6th tie-beam 1161, the 4th eaves connector 1163 that the 5th tie-beam 1156 is pegged graft and fixed, the 6th eaves connector 1164, the 5th eaves connector 1165, the 4th eaves connector 1166, the 6th eaves connector 1167, the 5th eaves connector 1162.
Shown in Figure 103, the 5th eaves connector 1165 comprises integrated the 4th eaves connector body 1174, the 4th a beam connection-peg 1175 that protrudes obliquely from the 4th eaves connector body 1174, be convexly equipped with two the 4th side bar supported joints 1176 with U-lag of the 4th eaves connector body 1174 from the 4th eaves connector body 1174 adjacent two sides along continuous straight runs, the 4th side bar supported joint 1177, the 4th side bar supported joint 1176, the 4th side bar supported joint 1177 is positioned at the both sides of the 4th beam connection-peg 1175, the 4th side bar supported joint 1176, the direction that the 4th side bar supported joint 1177 is convexly equipped with the 4th eaves connector body 1174 equals 90 °.The 4th eaves connector 1163 and the 5th eaves connector 1165 are symmetrical about the vertical plane of its center.Shown in Figure 104, what the structure of the 6th eaves connector 1164 and the 4th eaves connector 1163 was different is, two hexagon beam supported joints 1178, hexagon beam supported joints 1179 are convexly equipped with from the 6th eaves connector body 1180 opposing both sides, are distributed on the same straight line.The 5th eaves connector 1162, the 6th eaves connector 1167, the 4th eaves connector 1166 are symmetrical about the vertical plane of its center with the 4th eaves connector 1163, the 6th eaves connector 1164, the 5th eaves connector 1165 respectively.
Building frame construction also comprises and is supported and fixed on the 4th eaves connector 1163, side bar 1169 on the side bar supported joint of the 6th eaves connector 1164, be supported and fixed on the 6th eaves connector 1164, side bar 1170 on the side bar supported joint of the 5th eaves connector 1165, be supported and fixed on the 5th eaves connector 1165, side bar 1171 on the side bar supported joint of the 4th eaves connector 1166, be supported and fixed on the 4th eaves connector 1166, side bar 1172 on the side bar supported joint of the 6th eaves connector 1167 is supported and fixed on the 6th eaves connector 1167, the side bar 1173 of the 5th eaves connector 1162.
Building frame construction comprises that also grafting is fixed on beam column connection part 1126 respectively, beam column connection part 1127, beam column connection part 1128, beam column connection part 1129, beam column connection part 1130, column 1132 on the upper pillar stand connection-peg of beam column connection part 1131, column 1133, column 1134, column 1135, column 1136, column 1137, lower pillar stand connection-peg are pegged graft and are fixed on column 1132, column 1133, column 1134, column 1135, column 1136, beam column connection part 1138 on the column 1137, beam column connection part 1139, beam column connection part 1140, beam column connection part 1141, beam column connection part 1142, beam column connection part 1143.
The structure of connector 1138 is identical with embodiment 38.The structure of beam column connection part 1143 is identical with embodiment 40.Beam column connection part 1141 is symmetrical about the horizontal plane of its center with beam column connection part 1139.Beam column connection part 1138, beam column connection part 1143, beam column connection part 1142 are symmetrical about the horizontal plane of its center with beam column connection part 1139, beam column connection part 1140, beam column connection part 1141 one by one.
Building frame construction also comprises and is supported and fixed on beam column connection part 1138, the crossbeam 1150 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1139, be supported and fixed on beam column connection part 1139, the crossbeam 1151 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1140, be supported and fixed on beam column connection part 1140, the crossbeam 1152 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1141, be supported and fixed on beam column connection part 1141, the crossbeam 1153 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1142, be supported and fixed on beam column connection part 1142, the crossbeam 1154 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1143 is supported and fixed on beam column connection part 1143, the crossbeam 1155 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1138.
With beam column connection part 1139, beam column connection part 1140, beam column connection part 1141, beam column connection part 1142, beam column connection part 1143, the tie-beam that the tie-beam connection-peg of beam column connection part 1138 is pegged graft and fixed, with the tie-beam fixing eaves connector of pegging graft, the structure that is supported on the side bar on the eaves connector with beam column connection part 1126, beam column connection part 1127, beam column connection part 1128, beam column connection part 1129, beam column connection part 1130, the tie-beam that the tie-beam connection-peg of beam column connection part 1131 is pegged graft and fixed, with the eaves connector that tie-beam is pegged graft and fixed, the structure that is supported on the side bar on the eaves connector is identical.
Embodiment 86
Shown in Figure 105, different from embodiment 85 is that tie-beam that will be corresponding with each beam column connection part, eaves connector and beam column connection part are made into an overall structure.
The structure of beam column connection part 1202 is identical with embodiment 50.The structure of beam column connection part 1201 is identical with embodiment 49.Beam column connection part 1200 is symmetrical about the horizontal plane of its center with beam column connection part 1202.Beam column connection part 1205, beam column connection part 1204, beam column connection part 1203 are symmetrical about the horizontal plane of its center with beam column connection part 1200, beam column connection part 1201, beam column connection part 1202 one by one.
Building frame construction also comprises and is supported and fixed on beam column connection part 1200, side bar 1212 on the side bar supported joint of beam column connection part 1201, be supported and fixed on beam column connection part 1201, side bar 1213 on the side bar supported joint of beam column connection part 1202, be supported and fixed on beam column connection part 1202, side bar 1214 on the side bar supported joint of beam column connection part 1203, be supported and fixed on beam column connection part 1203, side bar 1215 on the side bar supported joint of beam column connection part 1204, be supported and fixed on beam column connection part 1204, side bar 1216 on the side bar supported joint of beam column connection part 1205 is supported and fixed on beam column connection part 1205, side bar 1217 on the side bar supported joint of beam column connection part 1200.
The structure of beam column connection part 1223 is identical with embodiment 45.The structure of beam column connection part 1222 is identical with embodiment 47.Beam column connection part 1218 is symmetrical about the horizontal plane of its center with beam column connection part 1223.Beam column connection part 1218, beam column connection part 1219, beam column connection part 1220 are symmetrical about the horizontal plane of its center with beam column connection part 1223, beam column connection part 1222, beam column connection part 1221 one by one.
Building frame construction also comprises and is supported and fixed on beam column connection part 1218, side bar 1230 on the side bar supported joint of beam column connection part 1219, be supported and fixed on beam column connection part 1219, side bar 1231 on the side bar supported joint of beam column connection part 1220, be supported and fixed on beam column connection part 1220, side bar 1232 on the side bar supported joint of beam column connection part 1221, be supported and fixed on beam column connection part 1221, side bar 1233 on the side bar supported joint of beam column connection part 1222, be supported and fixed on beam column connection part 1222, side bar 1234 on the side bar supported joint of beam column connection part 1223 is supported and fixed on beam column connection part 1223, side bar 1235 on the side bar supported joint of beam column connection part 1218.
Embodiment 87
Shown in Figure 106, building frame construction, comprise along octagonal eight angle positions by counterclockwise distribution, the column 1250 vertical with horizontal plane, column 1251, column 1252, column 1253, column 1254, column 1255, column 1256, column 1257 is pegged graft respectively and is fixed on column 1250, column 1251, column 1252, column 1253, column 1254, column 1255, column 1256, the identical beam column connection part 1258 of structure on the column 1257, beam column connection part 1259, beam column connection part 1260, beam column connection part 1261, beam column connection part 1262, beam column connection part 1263, beam column connection part 1264, beam column connection part 1265.
Beam column connection part 1258 is identical with embodiment 44.
Building frame construction also comprises and is supported and fixed on beam column connection part 1258, crossbeam 1306 on relative two the horizontal support joints of beam column connection part 1259, be supported and fixed on beam column connection part 1259, crossbeam 1307 on relative two the horizontal support joints of beam column connection part 1260, be supported and fixed on beam column connection part 1260, crossbeam 1308 on relative two the horizontal support joints of beam column connection part 1261, be supported and fixed on beam column connection part 1261, crossbeam 1309 on relative two the horizontal support joints of beam column connection part 1262, be supported and fixed on beam column connection part 1262, crossbeam 1310 on relative two the horizontal support joints of beam column connection part 1263, be supported and fixed on beam column connection part 1263, crossbeam 1311 on relative two the horizontal support joints of beam column connection part 1264, be supported and fixed on beam column connection part 1264, crossbeam 1312 on relative two the horizontal support joints of beam column connection part 1265 is supported and fixed on beam column connection part 1265, crossbeam 1313 on relative two the horizontal support joints of beam column connection part 1258.
Building frame construction also comprises respectively and beam column connection part 1258, beam column connection part 1259, beam column connection part 1260, beam column connection part 1261, beam column connection part 1262, beam column connection part 1263, beam column connection part 1264, the 4th tie-beam 1266 that the tie-beam connection-peg of beam column connection part 1265 is pegged graft and fixed, the 5th tie-beam 1267, the 4th tie-beam 1268, the 5th tie-beam 1269, the 4th tie-beam 1270, the 5th tie-beam 1271, the 4th tie-beam 1272, the 5th tie-beam 1273 is respectively with the 4th tie-beam 1266, the 5th tie-beam 1267, the 4th tie-beam 1268, the 5th tie-beam 1269, the 4th tie-beam 1270, the 5th tie-beam 1271, the 4th tie-beam 1272, the 4th eaves connector 1274 that the 5th tie-beam 1273 is pegged graft and fixed, the 5th eaves connector 1275, the 4th eaves connector 1276, the 5th eaves connector 1277, the 4th eaves connector 1278, the 5th eaves connector 1279, the 4th eaves connector 1280, the 5th eaves connector 1281.
What the structure of the 4th eaves connector 1274 was different from the structure of the 4th eaves connector among the embodiment 85 is that the angle of two the 4th side bar supported joints equals 135 °.
Building frame construction also comprises and is supported and fixed on the 4th eaves connector 1274, side bar 1282 on the side bar supported joint of the 5th eaves connector 1275, be supported and fixed on the 5th eaves connector 1275, side bar 1283 on the side bar supported joint of the 4th eaves connector 1276, be supported and fixed on the 4th eaves connector 1276, side bar 1284 on the side bar supported joint of the 5th eaves connector 1277, be supported and fixed on the 5th eaves connector 1277, side bar 1285 on the side bar supported joint of the 4th eaves connector 1278, be supported and fixed on the 4th eaves connector 1278, side bar 1286 on the side bar supported joint of the 5th eaves connector 1279, be supported and fixed on the 5th eaves connector 1279, side bar 1287 on the side bar supported joint of the 4th eaves connector 1280, be supported and fixed on the 4th eaves connector 1280, side bar 1288 on the side bar supported joint of the 5th eaves connector 1281 is supported and fixed on the 5th eaves connector 1288, side bar 1289 on the side bar supported joint of the 4th eaves connector 1274.
Building frame construction comprises that also grafting is fixed on beam column connection part 1258 respectively, beam column connection part 1259, beam column connection part 1260, beam column connection part 1261, beam column connection part 1262, beam column connection part 1263, beam column connection part 1264, column 1290 on the upper pillar stand connection-peg of beam column connection part 1265, column 1291, column 1292, column 1293, column 1294, column 1295, column 1296, column 1297, lower pillar stand connection-peg are pegged graft and are fixed on column 1290, column 1291, column 1292, column 1293, column 1294, column 1295, column 1296, beam column connection part 1298 on the column 1297, beam column connection part 1299, beam column connection part 1300, beam column connection part 1301, beam column connection part 1302, beam column connection part 1303, beam column connection part 1304, beam column connection part 1305.
The structure of beam column connection part 1298 is identical with embodiment 71.
With beam column connection part 1298, beam column connection part 1299, beam column connection part 1300, beam column connection part 1301, beam column connection part 1302, beam column connection part 1303, beam column connection part 1304, the tie-beam that the tie-beam connection-peg of beam column connection part 1305 is pegged graft and fixed, with the tie-beam fixing eaves connector of pegging graft, the structure that is supported and fixed on the side bar on the side bar supported joint on the eaves connector with beam column connection part 1258, beam column connection part 1259, beam column connection part 1260, beam column connection part 1261, beam column connection part 1262, beam column connection part 1263, beam column connection part 1264, the tie-beam that the tie-beam connection-peg of beam column connection part 1265 is pegged graft and fixed, with the eaves connector that tie-beam is pegged graft and fixed, the structure that is supported and fixed on the side bar on the side bar supported joint on the eaves connector is identical.
Embodiment 88
Shown in Figure 107, building frame construction, comprise along four diagonal positions of rectangle by counterclockwise distribution and symmetrical bottom connector 1350 in twos, bottom connector 1352, bottom connector 1358, bottom connector 1356, be distributed in bottom connector 1350, the bottom connector 1355 of the center of bottom connector 1356 lines, be distributed in bottom connector 1352, the bottom connector 1353 of the center of bottom connector 1358 lines, be distributed in bottom connector 1350, the bottom connector 1351 of the center of bottom connector 1352 lines, be distributed in bottom connector 1355, the bottom connector 1354 of the center of bottom connector 1353 lines is distributed in bottom connector 1356, the bottom connector 1357 of the center of bottom connector 1358 lines.
The structure of bottom connector 1356 is identical with embodiment 1.The structure of bottom connector 1354 is identical with embodiment 3.The structure of bottom connector 1355, bottom connector 1351, bottom connector 1357, bottom connector 1353 is identical with embodiment 2.Bottom connector 1350 is symmetrical about the horizontal plane of its center with bottom connector 1356.Bottom connector 1357 is symmetrical about the horizontal plane of its center with bottom connector 1351.Bottom connector 1358, bottom connector 1353, bottom connector 1352 are symmetrical one by one about the horizontal plane of its center with bottom connector 1356, bottom connector 1355, bottom connector 1350 respectively.
Building frame construction also comprises about the plane beam plug connector 1360 of the vertical plane symmetry of its center, plane beam plug connector 1359.Shown in Figure 109, plane beam plug connector 1360 comprises that 1524, three along continuous straight runs of plane beam plug connector body are convexly equipped with plane beam plug connector body and orthogonal beam connection-peg 1526, beam connection-peg 1527, beam connection-peg 1528.The structure of the post connection-peg among the structure of beam connection-peg and the embodiment 7 is identical.With plane beam plug connector 1360 peg graft fixing crossbeam 1363, crossbeam 1364, crossbeam 1365.The beam connection-peg of plane beam plug connector 1359 and crossbeam 1364 are pegged graft fixing.With two other beam connection-peg of plane beam plug connector 1359 peg graft fixing crossbeam 1367, crossbeam 1368.The other end of crossbeam 1365, crossbeam 1363 is supported and fixed on respectively on two relative horizontal support joints of bottom connector 1355, bottom connector 1350.The other end of crossbeam 1367, crossbeam 1368 is supported and fixed on respectively on two relative horizontal support joints of bottom connector 1351, bottom connector 1354.
Building frame construction also comprises and is supported and fixed on bottom connector 1350, crossbeam 1361 on relative two the horizontal support joints of bottom connector 1351, be supported and fixed on bottom connector 1351, crossbeam 1362 on relative two the horizontal support joints of bottom connector 1352, be supported and fixed on bottom connector 1352, crossbeam 1369 on relative two the horizontal support joints of bottom connector 1353, be supported and fixed on bottom connector 1353, crossbeam 1372 on relative two the horizontal support joints of bottom connector 1354, be supported and fixed on bottom connector 1353, crossbeam 1374 on relative two the horizontal support joints of bottom connector 1358, be supported and fixed on bottom connector 1354, crossbeam 1370 on relative two the horizontal support joints of bottom connector 1355, be supported and fixed on bottom connector 1354, crossbeam 1373 on relative two the horizontal support joints of bottom connector 1357, be supported and fixed on bottom connector 1355, crossbeam 1371 on relative two the horizontal support joints of bottom connector 1356, be supported and fixed on bottom connector 1356, crossbeam 1375 on relative two the horizontal support joints of bottom connector 1357 is supported and fixed on bottom connector 1357, crossbeam 1376 on relative two the horizontal support joints of bottom connector 1358.
Building frame construction also comprises on column 1377 on the upper pillar stand connection-peg be fixed on bottom connector 1350, bottom connector 1351, bottom connector 1352, bottom connector 1353, bottom connector 1354, bottom connector 1355, bottom connector 1356, bottom connector 1357, bottom connector 1358 of pegging graft, column 1378, column 1379, column 1380, column 1381, column 1382, column 1383, column 1384, the column 1385.Peg graft respectively and be fixed on column 1377, column 1378, column 1381, the column 1382 and place beam column connection part 1386, beam column connection part 1387, beam column connection part 1388, beam column connection part 1389 on the same plane.The structure of beam column connection part 1388 is identical with embodiment 7.Beam column connection part 1387 is symmetrical about the vertical plane of its center with beam column connection part 1388.Beam column connection part 1386 is symmetrical about the vertical plane of its center with beam column connection part 1387.Beam column connection part 1389 is symmetrical about the vertical plane of its center with beam column connection part 1388.
Also comprise plane beam plug connector 1396, plane beam plug connector 1392 about the vertical plane symmetry of its center.The structure of plane beam plug connector 1396 is identical with the structure of plane beam plug connector 1360.With plane beam plug connector 1396 peg graft fixing crossbeam 1395, crossbeam 1398, crossbeam 1397.The beam connection-peg of plane beam plug connector 1392 and crossbeam 1397 are pegged graft fixing.With two other beam connection-peg of plane beam plug connector 1392 peg graft fixing crossbeam 1391, crossbeam 1393.The other end of crossbeam 1395, crossbeam 1398 is supported and fixed on respectively on two relative horizontal support joints of beam column connection part 1389, beam column connection part 1386.The other end of crossbeam 1391, crossbeam 1393 is supported and fixed on respectively on two relative horizontal support joints of beam column connection part 1387, beam column connection part 1388.Also comprise the crossbeam 1390 that is supported and fixed on two relative horizontal support joints of beam column connection part 1386, beam column connection part 1387, be supported and fixed on the crossbeam 1394 on two relative horizontal support joints of beam column connection part 1388, beam column connection part 1389.Crossbeam 1364 and crossbeam 1397 be not at same vertical plane with not on the same level face.Comprising that also grafting is fixed on column 1399, column 1400, column 1401, the column 1402 on beam column connection part 1386, beam column connection part 1387, beam column connection part 1388, the beam column connection part 1389.Comprising that also grafting is fixed on column 1399, column 1400, column 1379, column 1380, column 1401, column 1402, column 1383, column 1384, the column 1385 and places conplane beam column connection part 1413, beam column connection part 1414, beam column connection part 1415, beam column connection part 1416, beam column connection part 1417, beam column connection part 1418, beam column connection part 1419, beam column connection part 1420, beam column connection part 1421 respectively.The structure of beam column connection part 1313, beam column connection part 1415 is identical with embodiment 7.The structure of beam column connection part 1414, beam column connection part 1416, beam column connection part 1418 is identical with embodiment 8.The structure of beam column connection part 1417 is identical with embodiment 9.The structure of beam column connection part 1419 is identical with embodiment 33.The structure of beam column connection part 1420 is identical with embodiment 32.Beam column connection part 1421 is symmetrical about the horizontal plane of its center with beam column connection part 1419.
Also comprise plane beam plug connector 1410, plane beam plug connector 1405 about the vertical plane symmetry of its center.The structure of plane beam plug connector 1410 is identical with the structure of plane beam plug connector 1360.With plane beam plug connector 1410 peg graft fixing crossbeam 1409, crossbeam 1412, crossbeam 1406.The beam connection-peg of plane beam plug connector 1405 and crossbeam 1406 are pegged graft fixing.With two other beam connection-peg of plane beam plug connector 1405 peg graft fixing crossbeam 1404, crossbeam 1407.The other end of crossbeam 1404, crossbeam 1407 is supported and fixed on respectively on two relative horizontal support joints of beam column connection part 1414, beam column connection part 1417.The other end of crossbeam 1409, crossbeam 1412 is supported and fixed on respectively on two relative horizontal support joints of beam column connection part 1418, beam column connection part 1413.Crossbeam 1397 and crossbeam 1406 be not at same vertical plane with not on the same level face.
Be supported and fixed on beam column connection part 1413, crossbeam 1403 on relative two the horizontal support joints of beam column connection part 1414, be supported and fixed on beam column connection part 1414, crossbeam 1422 on relative two the horizontal support joints of beam column connection part 1415, be supported and fixed on beam column connection part 1415, crossbeam 1423 on relative two the horizontal support joints of beam column connection part 1416, be supported and fixed on beam column connection part 1416, crossbeam 1424 on relative two the horizontal support joints of beam column connection part 1417, be supported and fixed on beam column connection part 1416, crossbeam 1425 on relative two the horizontal support joints of beam column connection part 1421, be supported and fixed on beam column connection part 1420, crossbeam 1426 on relative two the horizontal support joints of beam column connection part 1421, be supported and fixed on beam column connection part 1417, crossbeam 1427 on relative two the horizontal support joints of beam column connection part 1420, be supported and fixed on beam column connection part 1419, crossbeam 1428 on relative two the horizontal support joints of beam column connection part 1420, be supported and fixed on beam column connection part 1418, crossbeam 1429 on relative two the horizontal support joints of beam column connection part 1419 is supported and fixed on beam column connection part 1417, crossbeam 1408 on relative two the horizontal support joints of beam column connection part 1418.Also comprise column 1430, column 1431, column 1432, column 1433, column 1434, column 1435, column 1436, column 1437, column 1438 on the upper pillar stand connection-peg that is fixed on beam column connection part 1413, beam column connection part 1414, beam column connection part 1415, beam column connection part 1416, beam column connection part 1417, beam column connection part 1418, beam column connection part 1419, beam column connection part 1420, beam column connection part 1421 of pegging graft respectively.Beam column connection part 1439, beam column connection part 1440, beam column connection part 1441, beam column connection part 1442, beam column connection part 1443, beam column connection part 1444, beam column connection part 1445, beam column connection part 1446, the beam column connection part 1447 of pegging graft and being fixed on column 1430, column 1431, column 1432, column 1433, column 1434, column 1435, column 1436, column 1437, the column 1438 and placing the same level face respectively.The structure of beam column connection part 1439, beam column connection part 1441 is identical with embodiment 4.The structure of beam column connection part 1440, beam column connection part 1442, beam column connection part 1444 is identical with embodiment 5.The structure of beam column connection part 1443 is identical with embodiment 6.The structure of beam column connection part 1445 is identical with embodiment 34.The structure of beam column connection part 1446 is identical with embodiment 35.Beam column connection part 1447 is symmetrical about the horizontal plane of its center with beam column connection part 1445.
Be supported and fixed on beam column connection part 1439, crossbeam 1448 on the beam column connection part 1440, be supported and fixed on beam column connection part 1440, crossbeam 1449 on the beam column connection part 1441, be supported and fixed on beam column connection part 1441, crossbeam 1450 on the beam column connection part 1442, be supported and fixed on beam column connection part 1443, crossbeam 1451 on the beam column connection part 1440, be supported and fixed on beam column connection part 1439, crossbeam 1452 on the beam column connection part 1444, be supported and fixed on beam column connection part 1444, crossbeam 1453 on the beam column connection part 1443, be supported and fixed on beam column connection part 1443, crossbeam 1454 on the beam column connection part 1442, be supported and fixed on beam column connection part 1442, crossbeam 1455 on the beam column connection part 1447, be supported and fixed on beam column connection part 1443, crossbeam 1456 on the beam column connection part 1446, be supported and fixed on beam column connection part 1444, crossbeam 1457 on the beam column connection part 1445, be supported and fixed on beam column connection part 1445, crossbeam 1458 on the beam column connection part 1446 is supported and fixed on beam column connection part 1446, crossbeam 1459 on the beam column connection part 1447.
Shown in Figure 108, building frame construction also comprises respectively and the tie-beam connection-peg of beam column connection part 1445, beam column connection part 1446, beam column connection part 1447 peg graft fixing the second tie-beam 1491, the 3rd tie-beam 1492, the first tie-beam 1493, with the second tie-beam 1491, the 3rd tie-beam 1492, the first tie-beam 1493 peg graft fixing the second eaves connector 1494, the 3rd eaves connector 1495, the first eaves connector 1496.
Shown in Figure 114, the first beam connection-peg 1531 of the square-tube-shaped that the first eaves connector 1496 comprises integrated the first eaves connector body 1530, protrude from two adjacent side levels of a side of the first eaves connector body 1530 and the first side bar supported joint 1532 of U-shaped.The second eaves connector 1494 and the first eaves connector 1496 are symmetrical about the vertical plane of its center.Shown in Figure 115, what the structure of the 3rd eaves connector 1495 and the first eaves connector 1496 was different is, the 3rd eaves connector comprises that two are convexly equipped with the 3rd side bar supported joint 1534, the 3rd side bar supported joint 1535, the three side bar supported joints 1534, the 3rd side bar supported joint 1535 conllinear from the 3rd eaves connector body 1533 opposing both sides.
Building frame construction also comprises the side bar 1497 on the side bar supported joint that is supported and fixed on the second eaves connector 1494, the 3rd eaves connector 1495, is supported and fixed on the side bar 1498 on the side bar supported joint of the 3rd eaves connector 1495, the first eaves connector 1496.
Shown in Figure 108, building frame construction also comprises respectively and the tie-beam connection-peg of beam column connection part 1419, beam column connection part 1420, beam column connection part 1421 peg graft the 9th tie-beam 1471, the 11 tie-beam 1472, the 7th tie-beam 1473 of fixing square-tube-shaped, the 9th eaves connector 1474, the 11 eaves connector 1475, the 7th eaves connector 1476, first side column 1481, the 3rd edge column 1480, Second Edge column 1479.
Shown in Figure 117, the beam connection-peg 1537 of the square-tube-shaped that the 7th eaves connector 1476 comprises integrated the 7th eaves connector body 1536, be convexly equipped with from the 7th eaves connector body 1,536 two adjacent side along continuous straight runs and the side bar supported joint 1538 of U-shaped, the edge column connection-peg 1539 of the square-tube-shaped that vertically is convexly equipped with from the end face of the 7th eaves connector body 1536.
Shown in Figure 119, the 11 eaves connector 1475 comprises integrated the 11 eaves connector body 1540, the side bar supported joint 1541 of two U-shapeds that are convexly equipped with from the 11 eaves connector body 1,540 two relative side along continuous straight runs, 1542, from be convexly equipped with side bar supported joint 1541, the beam connection-peg 1543 of two sides of 1542 square-tube-shaped that all along continuous straight runs is convexly equipped with on the side of the 11 adjacent eaves connector body 1540, the edge column connection-peg 1544 of the square-tube-shaped that vertically upwards is convexly equipped with from the end face of the 11 eaves connector body 1540;
Shown in Figure 116, first side beam column connection part 1484 comprises integrated first side beam column connection part body 1545, is convexly equipped with the beam connection-peg 1546 of square-tube-shaped and the side bar supported joint 1547 of U-shaped from first side beam column connection part body 1,545 two adjacent side along continuous straight runs, vertically is convexly equipped with the edge column connection-peg 1548 of square-tube-shaped from the bottom surface of first side beam column connection part body 1545.
Shown in Figure 118, side bar supported joint 1550, the side bar supported joint 1551 of two U-shapeds that the 3rd side bar post connector 1483 comprises integrated the 3rd side bar post connector body 1549, be convexly equipped with from the 3rd side bar post connector body 1,549 two relative side along continuous straight runs, the edge column connection-peg 1552 of the square-tube-shaped that vertically is convexly equipped with downwards from the bottom surface of the 3rd side bar post connector body 1549.
The 9th eaves connector 1474 and the 7th eaves connector 1476 are symmetrical about the vertical plane of its center; Second Edge beam column connection part 1482 is symmetrical about the vertical plane of its center with first side beam column connection part 1484.
The beam connection-peg of the 9th eaves connector 1474, the 11 eaves connector 1475, the 7th eaves connector 1476 is pegged graft fixing with the 9th tie-beam 1471, the 11 tie-beam 1472, the 7th tie-beam 1473 respectively.The side bar 1478 that is fixed with in the 7th eaves connector 1476 and the 11 eaves connector 1475 relative side bar supported joint upper supports.The side bar 1477 that is fixed with in the 11 eaves connector 1475 and the 9th eaves connector 1474 relative side bar supported joint upper supports.Edge column connection-peg grafting at the 9th eaves connector 1474, the 11 eaves connector 1475, the 7th eaves connector 1476 is fixed with Second Edge column 1479, the 3rd edge column 1480, first side column 1481.Peg graft at the beam connection-peg of first side beam column connection part 1484 and to be fixed with and the 7th tie-beam 1473 side bar 1490 of array from bottom to top vertically; Peg graft at the beam connection-peg of Second Edge beam column connection part 1482 and to be fixed with and the 9th tie-beam 1471 side bar 1486 of array from bottom to top vertically.The edge column connection-peg of first side beam column connection part 1484, the 3rd side bar post connector 1483, Second Edge beam column connection part 1482 is pegged graft respectively and is fixed on first side column 1481, the 3rd edge column 1480, the Second Edge column 1479.Be fixed with side bar 1489 at first side beam column connection part 1484 with the 3rd side bar post connector 1483 relative side bar supported joint upper supports; Be fixed with side bar 1488 at the 3rd side bar post connector 1483 with Second Edge beam column connection part 1482 relative side bar supported joint upper supports.Side bar 1486 is welded and fixed with column 1436, and side bar 1490 is welded and fixed with column 1438.
Shown in Figure 108, building frame construction also comprises the first beam hanging part 1466, the second beam hanging part 1470, the 3rd beam hanging part 1468;
Shown in Figure 110, the first beam hanging part 1466, be cast member, comprise the suspension part 1500 that is supported on a bulk on the brace summer, 1500 bottom surface is extended the connecting portion 1501 of the bulk that is provided with vertically downward from the suspension part, is arranged on the beam connection-peg on the side of the connecting portion 1501 that deviates from suspension part 1500.The beam connection-peg comprise two from the side of the connecting portion that deviates from the suspension part vertical extend the symmetry that is provided with, opening is towards U-shaped piece 1503, the U-shaped piece 1504 of the horizontal Tile of both sides, base plane at the U-lag of U-shaped piece 1503, U-shaped piece 1504 is provided with round platform 1505, between round platform 1505, be connected with reinforcing rib 1506, in each round platform 1505, be provided with tapped through hole 1507.
The second beam hanging part 1470 and the first beam hanging part 1466 are symmetrical about the vertical plane of its center.
Shown in Figure 111, the 3rd beam hanging part 1468, be cast member, comprise the suspension part 1508 that is supported on the brace summer, 1508 bottom surface is extended first connecting portion 1509 and second connecting portion 1510 that is provided with symmetry vertically downward from the suspension part, be arranged on the beam connection-peg 1511 on the side of the first connecting portion 1509 that deviates from suspension part 1508, be arranged on the beam connection-peg 1512 on the side of the second connecting portion 1510 that deviates from suspension part 1508.The first connecting portion 1509, suspension part 1508, the second connecting portion 1510 form downward opening U-shaped groove 1513; The structure of beam connection-peg 1511 is identical with the structure of the beam connection-peg of beam the first hanging part 1466.
Comprising also pegging graft in two ends is fixed on the crossbeam 1467 of 1468 of the first beam hanging part 1466 and the 3rd beam hanging parts, pegs graft and be fixed on the crossbeam 1469 of 1470 of the 3rd beam hanging part 1468 and the second beam hanging parts in two ends; The first beam hanging part 1466, the 3rd beam hanging part 1468, the second beam hanging part 1470 are suspended on respectively on crossbeam 1457, crossbeam 1456, the crossbeam 1455.
Building frame construction also comprises the 4th beam hanging part 1460, the 5th beam hanging part 1462, the 6th beam hanging part 1463, the 7th beam hanging part 1461;
Shown in Figure 112, the 5th beam hanging part 1462 is cast member, comprise suspension part 1514,1514 side bends a connecting portion 1515 that forms downwards again to vertical extension of a side from the suspension part, be arranged on the beam connection-peg 1516 on connecting portion 1515 end face down, the upper perpendicular connection-peg 1517 of pegging graft with the support column of the vertical direction of handrail.1514 bottom is provided with a downward opening U-shaped groove 1518 in the suspension part.Beam connection-peg 1516 comprises that the end face of a vertical connecting portion extends upward the square-tube-shaped protuberance that forms, and upper perpendicular connection-peg 1517 comprises from the stair-stepping annulus boss of the end face of vertical hanging section.
Shown in Figure 113, the 4th beam hanging part 1460, be cast member, comprise suspension part 1519,1519 end face extends the connecting portion 1520 that upwards bending forms vertically upward again from the suspension part, be arranged on the beam connection-peg 1521 on connecting portion 1520 end face up, the upper perpendicular connection-peg 1522 of pegging graft with the support column of the vertical direction of handrail.Beam connection-peg 1521 comprises that the end face of a vertical connecting portion 1520 extends upward the square-tube-shaped protuberance that forms.1519 bottom is provided with a downward opening U-shaped groove 1523 in the suspension part.Beam connection-peg 1521 comprises that the end face of a vertical connecting portion 1520 extends upward the square-tube-shaped protuberance that forms, and upper perpendicular connection-peg 1522 comprises the stair-stepping annulus boss of the end face of vertical hanging section 1519.
The 7th beam hanging part 1461 and the 4th beam hanging part 1460 are symmetrical about the vertical plane of its center.The structure of the 6th beam hanging part 1463 and the 5th beam hanging part 1462 are symmetrical about the vertical plane of its center.
The fixing brace summer 1553 of beam connection-peg grafting that also comprises two ends and the 4th beam hanging part 1460 and the 5th beam hanging part 1462; The brace summer 1554 that two ends and the 6th beam hanging part 1463 and the 7th beam hanging part 1461 are pegged graft and fixed.The 4th beam hanging part 1460, the 7th beam hanging part 1461 are suspended on the crossbeam 1364, and the 5th beam hanging part 1462, the 6th beam hanging part 1463 are suspended on the crossbeam 1397; Upper vertical joint head at the 4th beam hanging part 1460 and the 5th beam hanging part 1462 is equipped with First building ladder rail 1464, at the upper vertical joint head of the 6th beam hanging part 1463 and the 7th beam hanging part 1461 the second balustrade 1465 is installed.
The crossbeam that is installed on all bottom connectors and all beam column connection parts is H shaped steel, and the end of crossbeam is processed into the T font, and the horizontal part of the T font end of crossbeam directly is supported on the end face of spacing protuberance, and vertical component effect is contained in the storage tank.The vertical component effect butt that passes the T font end of screwed hole in the bottom portion of groove round platform of U-shaped protuberance of horizontal support joint of all bottom connectors and all beam column connection parts and crossbeam by lock-screw is fixed crossbeam and two U-shaped protuberances, thereby the end of crossbeam and horizontal support connection supports are fixed.
With the first beam hanging part 1466, the second beam hanging part 1470, the mounting method that the 3rd beam hanging part 1468 is installed on the corresponding crossbeam comprises: with an end and the first beam hanging part 1466 movable pegging graft of crossbeam 1467, the other end and the 3rd beam hanging part 1468 movable pegging graft with crossbeam 1467, the 3rd beam hanging part 1468 is pegged graft with an end of crossbeam 1469 is movable, the other end and the second beam hanging part 1470 movable pegging graft with crossbeam 1469, again with the first beam hanging part 1466, the 3rd beam hanging part 1468, the second beam hanging part 1470 hangs and is fixed on corresponding crossbeam 1457 by welding or securing member, crossbeam 1456, crossbeam 1455 need the position, adjust at last crossbeam 1467 and the first beam hanging part 1466, the relative position of the 3rd beam hanging part 1468 interfixes, and adjusts crossbeam 1469 and the second beam hanging part 1470, fixing behind the relative position of the 3rd beam hanging part 1468.
Shown in Figure 108, the installation mounting method of tie-beam, eaves connector, side bar comprises:
At first peg graft fixing with the tie-beam connection-peg of beam column connection part 1445, beam column connection part 1446, beam column connection part 1447 the second tie-beam 1491, the 3rd tie-beam 1492, the first tie-beam 1493 respectively;
Peg graft beam connection-peg and the second tie-beam 1491, the 3rd tie-beam 1492, first tie-beam 1493 of the second eaves connector 1494, the 3rd eaves connector 1495, the first eaves connector 1496 fixing again;
At last side bar 1497 and the second eaves connector 1494, the 3rd eaves connector 1495 relative side bar supported joints are supported fixingly, side bar 1498 and the 3rd eaves connector 1495, the first eaves connector 1496 relative side bar supported joints are supported and fix.
Shown in Figure 108, the installation mounting method of tie-beam, eaves connector, side bar, edge column, side bar post connector comprises:
The first step is pegged graft fixing with the tie-beam connection-peg of beam column connection part 1419, beam column connection part 1420, beam column connection part 1421 the 9th tie-beam 1471, the 11 tie-beam 1472, the 7th tie-beam 1473;
Second step is pegged graft fixing with the 9th tie-beam 1471, the 11 tie-beam 1472, the 7th tie-beam 1473 the beam connection-peg of the 9th eaves connector 1474, the 11 eaves connector 1475, the 7th eaves connector 1476 respectively;
The 3rd step was supported and fixed on side bar 1478 on the 7th eaves connector 1476 side bar supported joint relative with the 11 eaves connector 1475; Side bar 1477 is supported and fixed on the 11 eaves connector 1475 side bar supported joint relative with the 9th eaves connector 1474;
The 4th step pegged graft the edge column connection-peg of Second Edge column 1479, the 3rd edge column 1480, first side column 1481 and the 9th eaves connector 1474, the 11 eaves connector 1475, the 7th eaves connector 1476 fixing;
The 5th step pegged graft fixing with first side column 1481, the 3rd edge column 1480, Second Edge column 1479 the edge column connection-peg of first side beam column connection part 1484, the 3rd side bar post connector 1483, Second Edge beam column connection part 1482 respectively;
The 6th step pegged graft an end of side bar 1490 and the beam connection-peg of first side beam column connection part 1484 and fixes and the other end and the column 1436 of side bar is welded and fixed; Side bar 1489 and first side beam column connection part 1484 and the 3rd side bar post connector 1483 relative side bar supported joint upper supports are fixed; Side bar 1488 and the 3rd side bar post connector 1483 and Second Edge beam column connection part 1482 relative side bar supported joint upper supports are fixed; Peg graft the beam connection-peg of an end of side bar 1486 and Second Edge beam column connection part 1482 fixing and the other end and the column 1438 of side bar 1486 is welded and fixed.
Shown in Figure 108, the mounting method of beam hanging part, brace summer, balustrade comprises;
At first with the two ends of brace summer 1553 and movable the pegging graft of beam connection-peg of the 4th beam hanging part 1460 and the 5th beam hanging part 1462; Two ends and the 6th beam hanging part 1463 and the 7th beam hanging part 1461 movable pegging graft with brace summer 1554;
Again the 4th beam hanging part 1460, the 7th beam hanging part 1461 are suspended on needing the position and fixing by screw with crossbeam 1364 of crossbeam 1364, the 5th beam hanging part 1462, the 6th beam hanging part 1463 are suspended on needing the position and fixing by screw with crossbeam 1397 of crossbeam 1397;
Then adjust the relative position of brace summer 1553 and the 4th beam hanging part 1460 and the 5th beam hanging part 1462 and fix by screw; Adjust the relative position of brace summer 1554 and the 6th beam hanging part 1463 and the 7th beam hanging part 1461 and fix by screw;
At the upper vertical joint head of the 4th beam hanging part 1460 and the 5th beam hanging part 1462 First building ladder rail 1464 is installed at last, at the upper vertical joint head of the 6th beam hanging part 1463 and the 7th beam hanging part 1461 the second balustrade 1465 is installed.
Embodiment 89
Shown in Figure 120, different from embodiment 88 is that building frame construction also comprises eaves plug connector 1599, eaves plug connector 1601, eaves plug connector 1604, eaves plug connector 1583, eaves plug connector 1584, eaves plug connector 1585, eaves plug connector 1592, eaves plug connector 1593, eaves plug connector 1594.
Shown in Figure 121, eaves plug connector 1604 comprises integrated eaves plug connector body 1606, two beam connection-peg 1607, beam connection-pegs 1608 that are convexly equipped with the square-tube-shaped of eaves plug connector body 1606 from adjacent side level.Shown in Figure 122, eaves plug connector 1601 comprises integrated eaves plug connector body 1609, three square tube ellbeam connection-peg 1610, beam connection-peg 1611, beam connection-pegs 1612 that are convexly equipped with eaves plug connector body 1609 from adjacent side level.Eaves plug connector 1599 is symmetrical about the vertical plane of its center with eaves plug connector 1604.
Shown in Figure 124, eaves plug connector 1585 comprises that integrated eaves plug connector body 1613, two are convexly equipped with square tube ellbeam connection-peg 1614, the beam connection-peg 1615 of eaves plug connector body 1613 from adjacent side level, the edge column connection-peg 1616 that is convexly equipped with straight up from the top of eaves plug connector body 1613.Shown in Figure 126, eaves plug connector 1584 comprises that integrated eaves plug connector body 1617, three are convexly equipped with beam connection-peg 1618, beam connection-peg 1619, the beam connection-peg 1620 of eaves plug connector body 1617 from adjacent side level, the edge column connection-peg 1621 that is convexly equipped with straight up from the top of eaves plug connector body 1617.Eaves plug connector 1583 is symmetrical about the vertical plane of its center with eaves plug connector 1585.
Shown in Figure 123, eaves plug connector 1594 comprises that integrated eaves plug connector body 1622, two are convexly equipped with square tube ellbeam connection-peg 1623, the beam connection-peg 1624 of eaves plug connector body 1622 from adjacent side level, the edge column connection-peg 1625 that is convexly equipped with straight down from the below of eaves plug connector body 1622.Shown in Figure 125, eaves plug connector 1593 comprises that integrated eaves plug connector body 1626, two are convexly equipped with beam connection-peg 1627, the beam connection-peg 1628 of eaves plug connector body 1626 from opposing two sides level, the edge column connection-peg 1629 that is convexly equipped with straight down from the bottom surface of eaves plug connector body 1626.Eaves plug connector 1592 is symmetrical about the vertical plane of its center with eaves plug connector 1594.
With the beam connection-peg of eaves plug connector 1599 peg graft fixing tie-beam 1598, side bar 1600; The eaves plug connector 1601 that beam connection-peg and side bar 1600 are pegged graft and be fixed together is with two other beam connection-peg of eaves plug connector 1601 peg graft fixing tie-beam 1602, side bar 1603; The eaves plug connector 1604 that beam connection-peg and side bar 1603 are pegged graft and be fixed together is with the another one beam connection-peg of the eaves plug connector 1604 fixing tie-beam 1605 of pegging graft.Tie-beam 1598, tie-beam 1602, tie-beam 1605 are pegged graft fixing with the tie-beam connection-peg of beam column connection part 1445, beam column connection part 1446, beam column connection part 1447 respectively.
With the beam connection-peg of eaves plug connector 1583 peg graft fixing tie-beam 1580, side bar 1586, with the edge column connection-peg of the eaves plug connector 1583 fixing edge column 1588 of pegging graft; The eaves plug connector 1584 that beam connection-peg and side bar 1586 are pegged graft and be fixed together, with two other beam connection-peg of eaves plug connector 1584 peg graft fixing tie-beam 1581, side bar 1587, with the edge column connection-peg of the eaves plug connector 1584 fixing edge column 1589 of pegging graft; The eaves plug connector 1585 that beam connection-peg and side bar 1587 are pegged graft and be fixed together is with the another one beam connection-peg of the eaves plug connector 1585 fixing tie-beam 1582 of pegging graft, with the edge column connection-peg of the eaves plug connector 1585 fixing edge column 1590 of pegging graft.With the beam connection-peg of eaves plug connector 1592 peg graft fixing side bar 1591, side bar 1596, with the beam connection-peg of eaves plug connector 1593 peg graft fixing side bar 1596, side bar 1597, with the beam connection-peg of eaves plug connector 1594 peg graft fixing side bar 1597, side bar 1595.The edge column connection-peg of eaves plug connector 1592, eaves plug connector 1593, eaves plug connector 1594 is pegged graft and is fixed together with edge column 1588, edge column 1589, edge column 1590 respectively.Tie-beam 1580, tie-beam 1581, tie-beam 1582 are pegged graft with the tie-beam connection-peg of beam column connection part 1419, beam column connection part 1420, beam column connection part 1421 respectively and are fixed together.The installation mounting method of tie-beam, eaves plug connector, side bar, edge column comprises:
Beam connection-peg and tie-beam 1580, the side bar 1586 of eaves plug connector 1583 are pegged graft and fixed, peg graft edge column connection-peg and the edge column 1588 of eaves plug connector 1583 fixing; Peg graft beam connection-peg and the side bar 1586 of eaves plug connector 1584 fixing, two other beam connection-peg and tie-beam 1581, the side bar 1587 of eaves plug connector 1584 are pegged graft and fixed, peg graft edge column connection-peg and the edge column 1589 of eaves plug connector 1584 fixing; It is fixing that beam connection-peg of eaves plug connector 1585 and side bar 1587 are pegged graft, and it is fixing that another one beam connection-peg and the tie-beam 1582 of eaves plug connector 1585 are pegged graft, and edge column connection-peg and edge column 1590 grafting of eaves plug connector 1585 are fixed;
Peg graft fixing with the beam connection-peg of eaves plug connector 1592 side bar 1591, side bar 1596; Beam connection-peg and side bar 1596 grafting of eaves plug connector 1593 are fixing, peg graft side bar 1597 and the beam connection-peg of eaves plug connector 1593 fixing; Beam connection-peg and side bar 1597 grafting of eaves plug connector 1594 are fixing, peg graft side bar 1595 and the beam connection-peg of eaves plug connector 1594 fixing;
Peg graft fixing with edge column 1588, edge column 1589, edge column 1590 the edge column connection-peg of eaves plug connector 1592, eaves plug connector 1593, eaves plug connector 1594 respectively;
Peg graft fixing with the tie-beam connection-peg of beam column connection part 1419, beam column connection part 1420, beam column connection part 1421 tie-beam 1580, tie-beam 1581, tie-beam 1582 respectively;
With side bar 1591, side bar 1595 respectively column 1436, the column 1438 corresponding with it be welded and fixed.
The installation mounting method of tie-beam, eaves plug connector, side bar comprises:
At first just the beam connection-peg of eaves plug connector 1599 and tie-beam 1598, side bar 1600 are pegged graft fixing; Beam connection-peg of eaves plug connector 1601 and side bar 1600 pegged graft to be fixed together, and pegs graft fixing with two other beam connection-peg of eaves plug connector 1601 tie-beam 1602, side bar 1603; It is fixing that beam connection-peg of eaves plug connector 1604 and side bar 1603 are pegged graft, and pegs graft tie-beam 1605 and the another one beam connection-peg of eaves plug connector 1604 fixing;
Peg graft fixing with the tie-beam connection-peg of beam column connection part 1445, beam column connection part 1446, beam column connection part 1447 tie-beam 1598, tie-beam 1602, tie-beam 1605 respectively again.
Embodiment 90
Shown in Figure 127, different from embodiment 88 is, pegs graft respectively to be fixed on beam column connection part 1655, beam column connection part 1656, beam column connection part 1657, beam column connection part 1650, beam column connection part 1651, beam column connection part 1652 on column 1383, column 1384, column 1385, column 1436, column 1437, the column 1438.
The structure of beam column connection part 1657 is identical with embodiment 53.The structure of beam column connection part 1656 is identical with embodiment 54.Beam column connection part 1655 is symmetrical about the vertical plane of center with beam column connection part 1657.
The structure of beam column connection part 1652 is identical with embodiment 51.The structure of beam column connection part 1651 is identical with embodiment 52.Beam column connection part 1650 is symmetrical about the vertical plane of center with beam column connection part 1652.
Be fixed with side bar 1653 in beam column connection part 1650, beam column connection part 1651 relative side bar supported joint upper supports.Be fixed with side bar 1654 in beam column connection part 1651, beam column connection part 1652 relative side bar supported joint upper supports.
Be fixed with side bar 1658 in beam column connection part 1655, beam column connection part 1656 relative side bar supported joint upper supports.Relative side bar supported joint upper support at beam column connection part 1656, beam column connection part 1657 is fixed with side bar 1659.On the edge column supported joint of beam column connection part 1655, beam column connection part 1656, beam column connection part 1657, peg graft respectively and be fixed with edge column 1660, edge column 1661, edge column 1662.On edge column 1660, edge column 1661, edge column 1662, peg graft respectively and be fixed with side bar post connector 1663, side bar post connector 1664, side bar post connector 1665.Be fixed with side bar 1667 in side bar post connector 1663, side bar post connector 1664 relative side bar supported joint upper supports.Be fixed with side bar 1668 in side bar post connector 1664, side bar post connector 1665 relative side bar supported joint upper supports.Another connection-peg grafting at side bar post connector 1663 is fixed with side bar 1666, and side bar 1666 is welded and fixed with column 1436.Another connection-peg grafting at side bar post connector 1665 is fixed with side bar 1669, and side bar 1669 is welded and fixed with column 1438.
Embodiment 91
Shown in Figure 128, building frame construction, comprise that four diagonal positions along rectangle are by counterclockwise distribution, vertical with horizontal plane column 1680, column 1682, column 1683, column 1685, be distributed in the column 1681 of the center of column 1680, column 1682 lines, be distributed in the column 1684 of the center of column 1683, column 1685 lines.The lower pillar stand connection-peg is pegged graft respectively and is fixed on beam column connection part 1686, beam column connection part 1687, beam column connection part 1688, beam column connection part 1689, beam column connection part 1690, beam column connection part 1691 on column 1680, column 1681, column 1682, column 1683, column 1684, the column 1685.
The structure of beam column connection part 1686, beam column connection part 1687, beam column connection part 1688 is identical with embodiment 72.Beam column connection part 1686, beam column connection part 1687, beam column connection part 1688 are symmetrical about the horizontal plane of its center with beam column connection part 1691, beam column connection part 1690, beam column connection part 1689 one by one.
Be fixed with crossbeam 1692 at beam column connection part 1686, beam column connection part 1691 relative horizontal support joints.Be fixed with crossbeam 1693 at beam column connection part 1687, beam column connection part 1690 relative horizontal support joints.Be fixed with crossbeam 1694 at beam column connection part 1688, beam column connection part 1689 relative horizontal support joints.
At beam column connection part 1686, beam column connection part 1687, beam column connection part 1688, beam column connection part 1689, beam column connection part 1690, peg graft respectively on the upper pillar stand connection-peg of beam column connection part 1691 and be fixed with column 1695, column 1696, column 1697, column 1698, column 1699, column 1700, lower pillar stand connection-peg are pegged graft and are fixed on column 1695, column 1696, column 1697, column 1698, column 1699, beam column connection part 1701 on the column 1700, beam column connection part 1702, beam column connection part 1703, beam column connection part 1704, beam column connection part 1705, beam column connection part 1706.
The structure of beam column connection part 1706 is identical with embodiment 4.The structure of beam column connection part 1705 is identical with embodiment 5.Beam column connection part 1704 is symmetrical about the horizontal plane of its center with beam column connection part 1706.Beam column connection part 1701, beam column connection part 1702, beam column connection part 1703 are symmetrical about the horizontal plane of its center with beam column connection part 1706, beam column connection part 1705, beam column connection part 1704 one by one.
Be fixed with crossbeam 1707 at beam column connection part 1701, beam column connection part 1702 relative horizontal support joints.Be fixed with crossbeam 1708 at beam column connection part 1702, beam column connection part 1703 relative horizontal support joints.Be fixed with crossbeam 1709 at beam column connection part 1703, beam column connection part 1704 relative horizontal support joints.Be fixed with crossbeam 1710 at beam column connection part 1704, beam column connection part 1705 relative horizontal support joints.Be fixed with crossbeam 1711 at beam column connection part 1705, beam column connection part 1706 relative horizontal support joints.Be fixed with crossbeam 1712 at beam column connection part 1706, beam column connection part 1701 relative horizontal support joints.
Embodiment 92
Shown in Figure 129, different from embodiment 81 is, respectively with column 812, column 846, column 847 peg graft fixing beam column connection part 1720, beam column connection part 1721, beam column connection part 1722; Be suspended on top layer beam hanging part 1723 and top layer beam hanging part 1724 on the crossbeam 829.The structure of beam column connection part 1720 is identical with embodiment 73.The structure of beam column connection part 1721 is identical with embodiment 74.Back timber 821, back timber 822 are supported and fixed on respectively on the oblique lower support joint of beam column connection part 1720 monosymmetric top layers.Back timber 824, back timber 825 are supported and fixed on respectively on the oblique lower support joint of beam column connection part 1721 monosymmetric top layers.Back timber 827, back timber 828 are supported and fixed on respectively on the oblique lower support joint of beam column connection part 1722 monosymmetric top layers.
Shown in Figure 130, top layer hanging part 1723 comprises the oblique lower support joint 1725 of top layer, the oblique lower support joint 1726 of top layer, the suspension part 1727 of two symmetries that become inverted v-shapeds and is connected the connecting portion 1728 of the oblique lower support joint 1725 of top layer, the oblique lower support joint 1726 of top layer and suspension part 1727; Connecting portion becomes inverted V-shaped, and suspension part 1727 is arranged on the angle position of connecting portion 1728 and places the below of connecting portion 1728, and 1728 are provided with downward opening groove 1729 in the suspension part; Be convexly equipped with under the oblique lower support joint of top layer is oblique from the end face of vertical connecting portion.The structure of the oblique lower support joint of top layer is identical with the structure of the oblique lower support head of top layer of embodiment 18.Top layer hanging part 1724 is identical with the structure of top layer hanging part 1723.Back timber 832, back timber 834 are supported and fixed on respectively on the oblique lower support joint of top layer hanging part 1723 monosymmetric top layers.Back timber 837, back timber 839 are supported and fixed on respectively on the oblique lower support joint of top layer hanging part 1724 monosymmetric top layers.
Embodiment 93
Shown in Figure 131, building frame construction, comprise along four diagonal positions of rectangle column 1750, column 1751, column 1752, column 1753 by counterclockwise distribution, be equally distributed on successively 1750, column 1754, column 1755 between the column 1751, be equally distributed on successively 1753, column 1791, column 1757 between the column 1752, be distributed in the column 1758 of column 1750, column 1753 line centers.Be distributed in the column 1756 of column 1751, column 1752 line centers.
Grafting is fixed on column 1750, column 1754, column 1755, column 1751, column 1756, column 1758, column 1752, the column 1757 and places conplane beam column connection part 1759, beam column connection part 1760, beam column connection part 1761, beam column connection part 1762, beam column connection part 1763, beam column connection part 1767, beam column connection part 1764, beam column connection part 1766 respectively.Be supported and fixed on the crossbeam 1769 on the horizontal support joint of beam column connection part 1759, beam column connection part 1760.Be supported and fixed on the crossbeam 1770 on the horizontal support joint of beam column connection part 1760, beam column connection part 1761.Be supported and fixed on the crossbeam 1771 on the horizontal support joint of beam column connection part 1761, beam column connection part 1762.Be supported and fixed on the crossbeam 1772 on the horizontal support joint of beam column connection part 1762, beam column connection part 1763.Be supported and fixed on the crossbeam 1772 on the horizontal support joint of beam column connection part 1762, beam column connection part 1763.Be supported and fixed on the crossbeam 1773 on the horizontal support joint of beam column connection part 1763, beam column connection part 1764.Be supported and fixed on the crossbeam 1774 on the horizontal support joint of beam column connection part 1764, beam column connection part 1766.Be supported and fixed on the crossbeam 1768 on the horizontal support joint of beam column connection part 1759, beam column connection part 1767.
Crossbeam 1776, crossbeam 1777, crossbeam 1778 that the connection-peg of one end and plug connector 1775 is pegged graft and fixed.Crossbeam 1780, crossbeam 1781, crossbeam 1782 that plug connector 1779, one ends that beam connection-peg and crossbeam 1778 grafting are fixing and the beam connection-peg of plug connector 1779 are pegged graft and fixed.The horizontal support connection supports of the other end of crossbeam 1776, crossbeam 1777 and beam column connection part 1767, beam column connection part 1760 is fixed.The horizontal support connection supports of the other end of crossbeam 1780, crossbeam 1781, crossbeam 1782 and beam column connection part 1761, beam column connection part 1763, beam column connection part 1766 is fixed.
Shown in Figure 132, plug connector 1775 comprises plug connector body 1822, three 1825, one post connection-pegs 1826 that upwards are convexly equipped with along plug connector body vertical direction of beam connection-peg 1823, beam connection-peg 1824, beam connection-peg that mutually vertically place the same level face that are convexly equipped with along plug connector body horizontal direction.Connection-peg is identical with the structure of the column connection-peg of embodiment 7.
Shown in Figure 133, what plug connector 1779 was different from plug connector 1775 structures is that plug connector 1779 comprises four the beam connection-peg 1828 that mutually vertically places the same level face, beams grafting 1829, beam connection-peg 1830, the beam connection-pegs 1831 that are convexly equipped with along plug connector body 1827 horizontal directions.
Peg graft respectively column 1783, column 1784, column 1785, column 1786, column 1787, column 1793, column 1792, column 1790 on the upper pillar stand connection-peg be fixed on beam column connection part 1759, beam column connection part 1760, beam column connection part 1761, beam column connection part 1762, beam column connection part 1763, beam column connection part 1764, beam column connection part 1766, beam column connection part 1767.Peg graft respectively column 1789, column 1788 on the post connection-peg be fixed on plug connector 1775, plug connector 1779.
The lower pillar stand connection-peg is pegged graft respectively and is fixed on column 1783, column 1784, column 1785, column 1786, column 1787, column 1788, column 1789, column 1790, column 1753, column 1791, column 1792, on the column 1793 and place the beam column connection part 1794 of same level face, beam column connection part 1795, beam column connection part 1796, beam column connection part 1797, beam column connection part 1798, beam column connection part 1799, beam column connection part 1800, beam column connection part 1801, beam column connection part 1802, beam column connection part 1803, beam column connection part 1804, beam column connection part 1805.
Two end supports is fixed on the crossbeam 1806 on the relative horizontal support joint of beam column connection part 1794, beam column connection part 1795.Two end supports is fixed on the crossbeam 1822 on the relative horizontal support joint of beam column connection part 1795, beam column connection part 1796.Two end supports is fixed on the crossbeam 1807 on the relative horizontal support joint of beam column connection part 1796, beam column connection part 1797.Two end supports is fixed on the crossbeam 1808 on the relative horizontal support joint of beam column connection part 1797, beam column connection part 1798.Two end supports is fixed on the crossbeam 1809 on the relative horizontal support joint of beam column connection part 1796, beam column connection part 1799.Two end supports is fixed on the crossbeam 1810 on the relative horizontal support joint of beam column connection part 1795, beam column connection part 1800.Two end supports is fixed on the crossbeam 1811 on the relative horizontal support joint of beam column connection part 1794, beam column connection part 1801.Two end supports is fixed on the crossbeam 1812 on the relative horizontal support joint of beam column connection part 1801, beam column connection part 1800.Two end supports is fixed on the crossbeam 1813 on the relative horizontal support joint of beam column connection part 1800, beam column connection part 1799.Two end supports is fixed on the crossbeam 1814 on the relative horizontal support joint of beam column connection part 1799, beam column connection part 1798.Two end supports is fixed on the crossbeam 1815 on the relative horizontal support joint of beam column connection part 1798, beam column connection part 1805.Two end supports is fixed on the crossbeam 1816 on the relative horizontal support joint of beam column connection part 1799, beam column connection part 1804.Two end supports is fixed on the crossbeam 1817 on the relative horizontal support joint of beam column connection part 1800, beam column connection part 1803.Two end supports is fixed on the crossbeam 1818 on the relative horizontal support joint of beam column connection part 1801, beam column connection part 1802.Two end supports is fixed on the crossbeam 1819 on the relative horizontal support joint of beam column connection part 1802, beam column connection part 1803.Two end supports is fixed on the crossbeam 1820 on the relative horizontal support joint of beam column connection part 1803, beam column connection part 1804.Two end supports is fixed on the crossbeam 1821 on the relative horizontal support joint of beam column connection part 1804, beam column connection part 1805.
Embodiment 94
Shown in Figure 134, building frame construction, comprise along four diagonal positions of rectangle by counterclockwise distribution and symmetrical bottom connector 1850 in twos, bottom connector 1852, bottom connector 1854, bottom connector 1856, be distributed in bottom connector 1850, the bottom connector 1851 of the center of bottom connector 1852 lines, be distributed in bottom connector 1852, the bottom connector 1853 of the center of bottom connector 1854 lines, be distributed in bottom connector 1854, the bottom connector 1855 of the center of bottom connector 1856 lines is distributed in bottom connector 1856, the bottom connector 1857 of the center of bottom connector 1850 lines.
The structure of bottom connector 1850 is identical with embodiment 1.Bottom connector 1852 is symmetrical about the horizontal plane of its center with bottom connector 1850.Bottom connector 1856, bottom connector 1855, bottom connector 1854 are symmetrical one by one about the horizontal plane of its center with bottom connector 1850, bottom connector 1851, bottom connector 1852 respectively.
The structure of bottom connector 1851, bottom connector 1853, bottom connector 1855, bottom connector 1857 is identical.Shown in Figure 135, bottom connector 1851 comprises 1900, two horizontal support joints 1901 of upper pillar stand connection-peg, the horizontal support joint 1902 that the post end of 1899, one need of integrated beam column connection part body and vertical level direction is pegged graft and fixed.Be provided with lower protuberance 1903 in the bottom of beam column connection part body.Be provided with supported 1904 in the both sides of beam column connection part body, supported 1905, supported 1906.Horizontal support joint 1901 is convexly equipped with from vertical supported 1904 end face.Horizontal support joint 1902 is convexly equipped with from vertical supported 1905 end face.The structure of horizontal support joint 1901, horizontal support joint 1902 is identical with the structure of the horizontal support joint of embodiment 1.
Also comprise and be supported and fixed on bottom connector 1850, crossbeam 1858 in relative two horizontal joints of bottom connector 1851, be supported and fixed on bottom connector 1851, crossbeam 1859 in relative two horizontal joints of bottom connector 1852, be supported and fixed on bottom connector 1852, crossbeam 1860 in relative two horizontal joints of bottom connector 1853, be supported and fixed on bottom connector 1853, crossbeam 1861 in relative two horizontal joints of bottom connector 1854, be supported and fixed on bottom connector 1854, crossbeam 1862 in relative two horizontal joints of bottom connector 1855, be supported and fixed on bottom connector 1855, crossbeam 1863 in relative two horizontal joints of bottom connector 1856, be supported and fixed on bottom connector 1856, crossbeam 1864 in relative two horizontal joints of bottom connector 1857 is supported and fixed on bottom connector 1857, crossbeam 1865 in relative two horizontal joints of bottom connector 1850.
Column 1866, column 1867, column 1868, column 1869, column 1870, column 1871, column 1872, column 1873 on the upper pillar stand that also comprising pegs graft respectively is fixed on bottom connector 1850, bottom connector 1851, bottom connector 1852, bottom connector 1853, bottom connector 1854, bottom connector 1855, bottom connector 1856, bottom connector 1857 is pegged graft.The lower pillar stand connection-peg is pegged graft respectively and is fixed on beam column connection part 1874, beam column connection part 1875, beam column connection part 1876, beam column connection part 1877, beam column connection part 1878, beam column connection part 1879, beam column connection part 1880, beam column connection part 1881 on column 1866, column 1867, column 1868, column 1869, column 1870, column 1871, column 1872, the column 1873.
The structure of beam column connection part 1874 is identical with embodiment 20.The structure of beam column connection part 1875, beam column connection part 1877, beam column connection part 1879, beam column connection part 1881 is identical with embodiment 19.Beam column connection part 1876 is symmetrical about the horizontal plane of its center with beam column connection part 1874.Beam column connection part 1881 is symmetrical about the horizontal plane of its center with beam column connection part 1877.Beam column connection part 1880, beam column connection part 1879, beam column connection part 1878 are symmetrical one by one about the horizontal plane of its line center with beam column connection part 1874, beam column connection part 1875, beam column connection part 1876 respectively.
Also comprise and be supported and fixed on beam column connection part 1874, crossbeam 1882 in relative two horizontal joints of beam column connection part 1875, be supported and fixed on beam column connection part 1875, crossbeam 1883 in relative two horizontal joints of beam column connection part 1876, be supported and fixed on beam column connection part 1876, crossbeam 1884 in relative two horizontal joints of beam column connection part 1877, be supported and fixed on beam column connection part 1877, crossbeam 1885 in relative two horizontal joints of beam column connection part 1878, be supported and fixed on beam column connection part 1878, crossbeam 1886 in relative two horizontal joints of beam column connection part 1879, be supported and fixed on beam column connection part 1879, crossbeam 1887 in relative two horizontal joints of beam column connection part 1880, be supported and fixed on beam column connection part 1880, crossbeam 1888 in relative two horizontal joints of beam column connection part 1881 is supported and fixed on beam column connection part 1881, crossbeam 1889 in relative two horizontal joints of beam column connection part 1874.
Also comprise the tank 1890 on the tank support portion that is supported and fixed on respectively beam column connection part 1874, beam column connection part 1875, beam column connection part 1876 the same sides, tank 1890 is kept out away from extending the blocking part that is provided with on the side direction of beam column connection part body by the tank support portion.Also comprise the tank 1891 on the tank support portion that is supported and fixed on respectively beam column connection part 1876, beam column connection part 1877, beam column connection part 1878 the same sides, tank 1891 is kept out away from extending the blocking part that is provided with on the side direction of beam column connection part body by the tank support portion.Also comprise the tank 1892 on the tank support portion that is supported and fixed on respectively beam column connection part 1878, beam column connection part 1879, beam column connection part 1880 the same sides, tank 1892 is kept out away from extending the blocking part that is provided with on the side direction of beam column connection part body by the tank support portion.Also comprise the tank 1893 on the tank support portion that is supported and fixed on respectively beam column connection part 1880, beam column connection part 1881, beam column connection part 1874 the same sides, tank 1893 is kept out away from extending the blocking part that is provided with on the side direction of beam column connection part body by the tank support portion.
Also comprise plane plug connector 1894.Shown in Figure 136, plane plug connector 1894 comprises 1907, four connection-peg 1908, connection-peg 1909, connection-peg 1910, connection-pegs 1911 that are convexly equipped with along plug connector body 1907 levels of plug connector body.The structure of plane plug connector 1894 is identical with the structure of the beam column plane plug connector of embodiment 81.
Four fixing crossbeam 1895, crossbeam 1896, crossbeam 1897, crossbeams 1898 of connection-pegs grafting that also comprise an end branch and plane plug connector 1894.The other end of crossbeam 1895, crossbeam 1896, crossbeam 1897, crossbeam 1898 is supported and fixed on respectively on the horizontal support joint of beam column connection part 1875, beam column connection part 1877, beam column connection part 1879, beam column connection part 1881.
Embodiment 95
Shown in Figure 137 to 135, different from embodiment 94 is, also comprise respectively support and with bottom connector 1850, bottom connector 1851, bottom connector 1852, bottom connector 1853, bottom connector 1854, bottom connector 1855, bottom connector 1856, bottom connector 1857 fixing pile tubes connect grounding frame 1950, pile tube connects grounding frame 1951, pile tube connects grounding frame 1952, pile tube connects grounding frame 1953, pile tube connects grounding frame 1954, pile tube connects grounding frame 1955, pile tube connects grounding frame 1956, pile tube connects grounding frame 1957, the lower protuberance of all bottom connectors stretches into corresponding pile tube and connects in the grounding frame, and all bottom connectors are supported on corresponding pile tube by the support portion and connect on the grounding frame.
The structure that the grafting of lower pillar stand connection-peg is fixed on the beam column connection part 1960 on the column 1870 is identical with embodiment 21.The beam column connection part 1961 that the grafting of lower pillar stand connection-peg is fixed on the column 1872 is symmetrical about the vertical plane of its center with beam column connection part 1960.The lower pillar stand connection-peg is pegged graft respectively, and to be fixed on beam column connection part 1958 on column 1866, the column 1868, beam column connection part 1959 symmetrical about the vertical plane of its center with beam column connection part 1961, beam column connection part 1960 respectively.
Two end supports is fixed on the tank 1978 on the tank support portion of beam column connection part 1958 and beam column connection part 1959 the same sides, two end supports is fixed on the tank 1979 on the tank support portion of beam column connection part 1959 and beam column connection part 1960 the same sides, two end supports is fixed on the tank 1980 on the tank support portion of beam column connection part 1960 and beam column connection part 1961 the same sides, and two end supports is fixed on the tank 1981 on the tank support portion of beam column connection part 1961 and beam column connection part 1958 the same sides.Tank 1978, tank 1979, tank 1980, the tank that the head and the tail inclined-plane, two ends of tank 1981 cooperates the formation of joining to link together, at tank 1978, tank 1979, tank 1980, the bottom of tank 1981 is provided with respectively and beam column connection part 1958, beam column connection part 1959, beam column connection part 1960, the through hole that lower water through hole on the beam column connection part 1961 is communicated with is at beam column connection part 1958, beam column connection part 1959, beam column connection part 1960, the below of beam column connection part 1961 is fixed with respectively the water receiving pipe 1982 that is communicated with lower water through hole, water receiving pipe 1983, water receiving pipe 1984, water receiving pipe 1985.
Also comprise near the one side at two ends and insert beam column connection part 1958, the side shield locating slot that beam column connection part 1875 is relative also passes the L shaped side shield 1962 of side shield locating slot, beam column connection part 1875 is inserted on one side near two ends, the side shield locating slot that beam column connection part 1959 is relative also passes the L shaped side shield 1963 of side shield locating slot, beam column connection part 1959 is inserted on one side near two ends, the side shield locating slot that beam column connection part 1877 is relative also passes the L shaped side shield 1964 of side shield locating slot, beam column connection part 1877 is inserted on one side near two ends, the side shield locating slot that beam column connection part 1960 is relative also passes the L shaped side shield 1965 of side shield locating slot, beam column connection part 1960 is inserted on one side near two ends, the side shield locating slot that beam column connection part 1879 is relative also passes the L shaped side shield 1966 of side shield locating slot, beam column connection part 1879 is inserted on one side near two ends, the side shield locating slot that beam column connection part 1961 is relative also passes the L shaped side shield 1967 of side shield locating slot, beam column connection part 1961 is inserted on one side near two ends, the side shield locating slot that beam column connection part 1981 is relative also passes the L shaped side shield 1968 of side shield locating slot, inserts beam column connection part 1981 near the one side at two ends, the side shield locating slot that beam column connection part 1958 is relative also passes the L shaped side shield 1969 of side shield locating slot.One side of L shaped side shield 1962, L shaped side shield 1963, L shaped side shield 1964, L shaped side shield 1965, L shaped side shield 1966, L shaped side shield 1967, L shaped side shield 1968, L shaped side shield 1969 up, also inside level is protruded its lower crossbeam on the support crossbeam thereunder on one side, forms peripheral end to end barricade with beam column connection part.
Be fixed with upper support template 1970 at crossbeam 1895, be fixed with upper support template 1971 at crossbeam 1896, be fixed with upper support template 1972 at crossbeam 1897, be fixed with upper support template 1973 at crossbeam 1898.The crossbeam of its below is all protruded on upper support template 1970, upper support template 1971, upper support template 1972, upper support template 1973 both sides.
Comprise that also periphery is fixed on the lower support template 1974 of L shaped side shield 1962, upper support template 1970, upper support template 1973, L shaped side shield 1969 belows.Periphery is fixed on the lower support template 1975 of L shaped side shield 1963, L shaped side shield 1964, upper support template 1971, upper support template 1970 belows.Periphery is fixed on the lower support template 1976 of L shaped side shield 1965, L shaped side shield 1966, upper support template 1972, upper support template 1971 belows.Periphery is fixed on the lower support template 1977 of L shaped side shield 1967, L shaped side shield 1968, upper support template 1973, upper support template 1972 belows.Pass by lock-screw 1987 that lower support template, L shaped side shield or upper support template and nut 1986 are fixing fixes support shuttering and L shaped side shield or upper support template.
Upper support template, lower support template, L shaped side shield, beam column connection part form the floor accommodation space, are furnished with reinforcing bar in the floor accommodation space, and placing cement concrete in injection forms the reinforced cement concrete floor.The reinforced cement concrete floor has been filled with the rear lower support template is removed of condensing and has been reused, and nut is stayed can be for finishing such as the furred ceiling of back in the cement concrete.
Embodiment 96
Shown in Figure 140, different from embodiment 95 is, the lower pillar stand connection-peg structure be fixed on the beam column connection part 2004 on the column 1870 of pegging graft is identical with embodiment 24, and the lower pillar stand connection-peg structure that is fixed on beam column connection part 2001 on column 1867, column 1869, column 1871, the column 1873, beam column connection part 2003, beam column connection part 2005, beam column connection part 2007 of pegging graft respectively is identical with embodiment 22.Beam column connection part 2002 is symmetrical about the horizontal plane of its center with beam column connection part 2004.Beam column connection part 2005 is symmetrical about the horizontal plane of its center with beam column connection part 2001.Beam column connection part 2000, beam column connection part 2007, beam column connection part 2006 are symmetrical one by one about the horizontal plane of its line center with beam column connection part 2002, beam column connection part 2003, beam column connection part 2004 respectively.
One side of all L shaped side shields from the outside of beam column connection part is stretched into side shield locating slot in and by side shield locating slot and is kept out on one side, and support on thereunder the crossbeam up, and the inside one side of L shaped side shield also has certain distance to its lower crossbeam.
Comprise that also periphery is fixed on the support shuttering 2008 of crossbeam 1882, crossbeam 1895, crossbeam 1898, crossbeam 1889 tops, periphery is fixed on the support shuttering 2009 of crossbeam 1883, crossbeam 1884, crossbeam 1896, crossbeam 1895 tops, periphery is fixed on the support shuttering 2010 of crossbeam 1885, crossbeam 1886, crossbeam 1897, crossbeam 1896 tops, and periphery is fixed on the support shuttering 2011 of crossbeam 1887, crossbeam 1888, crossbeam 1898, crossbeam 1897 tops.
L shaped side shield and beam column connection part form peripheral end to end barricade, support shuttering, L shaped side shield, beam column connection part form the floor accommodation space, in the floor accommodation space, be furnished with reinforcing bar, form the reinforced cement concrete floor to floor accommodation space placing cement concrete in injection.
The underground pile tube 2012 that also comprises the depths desired location of being driven underground, underground pile tube 2013, underground pile tube 2014, underground pile tube 2015, underground pile tube 2016, underground pile tube 2017, underground pile tube 2018, underground pile tube 2019, underground pile tube 2012, underground pile tube 2013, underground pile tube 2014, underground pile tube 2015, underground pile tube 2016, underground pile tube 2017, underground pile tube 2018, the upper end of underground pile tube 2019 is stretched into respectively corresponding pile tube and is connected grounding frame 1950, pile tube connects grounding frame 1951, pile tube connects grounding frame 1952, pile tube connects grounding frame 1953, pile tube connects grounding frame 1954, pile tube connects grounding frame 1955, pile tube connects grounding frame 1956, pile tube connects grounding frame 1957 and is lived by its circle.
The installation mounting method of building frame construction comprises:
Beat first underground pile tube: the depths of underground pile tube 2012, underground pile tube 2013, underground pile tube 2014, underground pile tube 2015, underground pile tube 2016, underground pile tube 2017, underground pile tube 2018, underground pile tube 2019 being driven underground in the position of setting; Pile tube is installed is connected the ground frame: pile tube connects grounding frame 1950, pile tube and connects grounding frame 1951, pile tube and connect grounding frame 1952, pile tube and connect grounding frame 1953, pile tube and connect grounding frame 1954, pile tube and connect grounding frame 1955, pile tube and connect the hole circle that grounding frame 1956, pile tube connect grounding frame 1957 and live corresponding underground pile tube 2012, underground pile tube 2013, underground pile tube 2014, underground pile tube 2015, underground pile tube 2016, underground pile tube 2017, underground pile tube 2018, underground pile tube 2019;
Installing bottom layer connector: with bottom connector 1850, bottom connector 1851, bottom connector 1852, bottom connector 1853, bottom connector 1854, bottom connector 1855, bottom connector 1856, bottom connector 1857 is seated in successively pile tube and connects grounding frame 1950, pile tube connects grounding frame 1951, pile tube connects grounding frame 1952, pile tube connects grounding frame 1953, pile tube connects grounding frame 1954, pile tube connects grounding frame 1955, pile tube connects grounding frame 1956, pile tube connects the support portion that makes the bottom connector on the grounding frame 1957 and directly is supported on the corresponding pile tube connection ground frame, adjust bottom connector 1850, bottom connector 1851, bottom connector 1852, bottom connector 1853, bottom connector 1854, bottom connector 1855, bottom connector 1856, bottom connector 1857 makes the bottom upper pillar stand connection-peg of bottom connector vertical with horizontal plane, the support post horizontal plane is at the same level face, and bottom connector and corresponding pile tube are connected the ground frame is welded and fixed;
Crossbeam on the horizontal support joint of installing bottom layer connector: cross beam support is fixed in two relative horizontal joints of adjacent bottom connector;
The cement concrete of pouring water: connect filling cement concrete in the annulus that the ground frame forms to pile tube, underground pile tube, pile tube are connected grounding frame, bottom connector and the crossbeam that is supported and fixed on the bottom connector pours into an integral body.
The mounting process of back no longer describes in detail without special feature.
Embodiment 97
Shown in Figure 141, different from embodiment 96 is, the lower pillar stand connection-peg structure be fixed on the beam column connection part 2068 on the column 1868 of pegging graft is identical with embodiment 66, and the lower pillar stand connection-peg structure that is fixed on beam column connection part 2067 on column 1867, column 1869, column 1871, the column 1873, beam column connection part 2069, beam column connection part 2071, beam column connection part 2073 of pegging graft respectively is identical with embodiment 65.The beam column connection part 2066 that the grafting of lower pillar stand connection-peg is fixed on the column 1866 is symmetrical about the horizontal plane of its center with beam column connection part 2068.Beam column connection part 2073 is symmetrical about the horizontal plane of its center with beam column connection part 2069.The lower pillar stand connection-peg is pegged graft, and to be fixed on the peg graft beam column connection part 2070 that is fixed on the column 1870 of beam column connection part 2072, beam column connection part 2071, lower pillar stand connection-peg on the column 1872 symmetrical one by one about the horizontal plane of its line center with beam column connection part 2066, beam column connection part 2067, beam column connection part 2068 respectively.Do not need in the present embodiment L shaped side shield.
Comprise that also periphery is fixed on the precast floor slab 2074 of crossbeam 1882, crossbeam 1895, crossbeam 1898, crossbeam 1889 tops, periphery is fixed on the precast floor slab 2075 of crossbeam 1883, crossbeam 1884, crossbeam 1896, crossbeam 1895 tops, periphery is fixed on the precast floor slab 2076 of crossbeam 1885, crossbeam 1886, crossbeam 1897, crossbeam 1896 tops, and periphery is fixed on the precast floor slab 2077 of crossbeam 1887, crossbeam 1888, crossbeam 1898, crossbeam 1897 tops.
Underground pile tube 2050, underground pile tube 2051, underground pile tube 2052, underground pile tube 2053, underground pile tube 2054, underground pile tube 2055, underground pile tube 2056, underground pile tube 2057 are tubular.
Comprising that also respectively grafting is fixed on column 2078, column 2079, column 2080, column 2081, column 2082, column 2083, column 2084, the column 2085 on beam column connection part 2066, beam column connection part 2067, beam column connection part 2068, beam column connection part 2069, beam column connection part 2070, beam column connection part 2071, beam column connection part 2072, the beam column connection part 2073.The lower pillar stand connection-peg is pegged graft respectively and is fixed on beam column connection part 2086, beam column connection part 2087, beam column connection part 2088, beam column connection part 2089, beam column connection part 2090, beam column connection part 2091, beam column connection part 2092, beam column connection part 2093 on column 2078, column 2079, column 2080, column 2081, column 2082, column 2083, column 2084, the column 2085.The structure of beam column connection part 2086 is identical with embodiment 31, and the structure of beam column connection part 2087, beam column connection part 2089, beam column connection part 2091, beam column connection part 2093 is identical with embodiment 30.Beam column connection part 2093 is symmetrical about the horizontal plane of its center with beam column connection part 2089.Beam column connection part 2088 is symmetrical about the horizontal plane of its center with beam column connection part 2086.Beam column connection part 2092, beam column connection part 2091, beam column connection part 2090 are symmetrical one by one about the horizontal plane of its line center with beam column connection part 2086, beam column connection part 2087, beam column connection part 2088 respectively.
Also comprise plane plug connector 2094.The structure of plane plug connector 2094 is identical with the structure of the plane plug connector of embodiment 94.
Four fixing crossbeam 2095, crossbeam 2096, crossbeam 2097, crossbeams 2098 of connection-pegs grafting that also comprise an end branch and plane plug connector 2094.The other end of crossbeam 2095, crossbeam 2096, crossbeam 2097, crossbeam 2098 is supported and fixed on respectively on the horizontal support joint of beam column connection part 2087, beam column connection part 2089, beam column connection part 2091, beam column connection part 2093.
Identical with embodiment 96 is, in two relative horizontal joints of beam column connection part 2086, beam column connection part 2087, beam column connection part 2088, beam column connection part 2089, beam column connection part 2090, beam column connection part 2091, beam column connection part 2092, beam column connection part 2093, all be fixed with crossbeam, in its side shield locating slot, all be fixed with L shaped side shield.L shaped side shield and beam column connection part form peripheral end to end barricade, the periphery of precast floor slab 2099, precast floor slab 2100, precast floor slab 2101, precast floor slab 2102 all is supported and fixed on crossbeam corresponding to its below and in the accommodating barricade, between precast floor slab and L shaped side shield, be provided with the space between the precast floor slab, in the space, be cast with cement.
On the upper pillar stand connection-peg of beam column connection part 2086, beam column connection part 2087, beam column connection part 2088, peg graft respectively and be fixed with column 2103, column 2104, column 2105.Also comprise an end and plug connector 2111 peg graft fixing crossbeam 2112, crossbeam 2114, column 2113, the other end of crossbeam 2112, crossbeam 2114 supports respectively on the relative barricade horizontal support joint of fixing beam column connection part 2086, beam column connection part 2087.Also comprise an end and plug connector 2115 peg graft fixing crossbeam 2116, crossbeam 2118, column 2117, the other end of crossbeam 2116, crossbeam 2118 supports respectively on the relative barricade horizontal support joint of fixing beam column connection part 2087, beam column connection part 2088.Comprising also that the lower pillar stand connection-peg is pegged graft respectively is fixed on beam column connection part 2144, beam column connection part 2145 on column 2103 and the column 2105.The structure of beam column connection part 2144 is identical with embodiment 82.Beam column connection part 2145 is symmetrical about the horizontal plane of its center with beam column connection part 2144.Also comprise crossbeam 2147, crossbeam 2148 that an end and plug connector 2146 are pegged graft and fixed, with the crossbeam 2148 other ends fixing plug connector 2152 of pegging graft, with the plug connector 2152 fixing crossbeam 2149 of pegging graft, with the crossbeam 2149 other ends fixing plug connector 2150 of pegging graft, with the plug connector 2150 fixing crossbeam 2151 of pegging graft.A connection-peg of plug connector 2146, plug connector 2152, plug connector 2150 is pegged graft fixing with column 2113, column 2104, column 2117 respectively.The other end of crossbeam 2147 supports respectively on the horizontal support joint of fixing beam column connection part 2144, and the other end of crossbeam 2151 supports respectively on the horizontal support joint of fixing beam column connection part 2145.The cooperation of above-mentioned all structures forms a barricade.Other barricade of three is identical with the structure of the barricade of this face.
Shown in Figure 142, plug connector 2146 comprises plug connector body 2156, is convexly equipped with three connection-peg 2153, connection-peg 2154, connection-pegs 2155 that become the T font of plug connector body 2156.Plug connector 2152, plug connector 2150 are identical with the structure of plug connector 2146.
Shown in Figure 143, plug connector 2111 is symmetrical about the horizontal plane of its center with plug connector 2146.Plug connector 2115 is identical with the structure of plug connector 2111.
Shown in Figure 141, as different from Example 1, also be provided with the through hole that wallboard is fixed on the bottom connector on the bottom connector 2157.As different from Example 2, also be provided with the through hole that wallboard is fixed on the bottom connector on the bottom connector 2158.Bottom connector 2159 is symmetrical about the vertical plane of its center with bottom connector 2157.Comprise that also periphery is fixed on bottom connector 2157, bottom connector 2158, beam column connection part 2067, glass plate 2160 on the beam column connection part 2066, periphery is fixed on bottom connector 2158, bottom connector 2159, beam column connection part 2068, glass plate 2161 on the beam column connection part 2067, periphery is fixed on beam column connection part 2067, beam column connection part 2068, beam column connection part 2088, glass plate 2162 on the beam column connection part 2087, periphery is fixed on beam column connection part 2066, beam column connection part 2067, beam column connection part 2087, glass plate 2163 on the beam column connection part 2086.
Shown in Figure 144, the through hole, the elastic washer 2165 that all pass on glass plate, elastic washer 2164, the beam column connection part by screw 2163 are fixed with nut 2166 glass plate and beam column connection part are fixed.
Embodiment 98
Shown in Figure 145, different from embodiment 95 is, the lower pillar stand connection-peg structure that is fixed on beam column connection part 2201 on column 1867, column 1869, column 1871, the column 1873, beam column connection part 2203, beam column connection part 2205, beam column connection part 2207 of pegging graft respectively is identical with embodiment 77.Beam column connection part 2203 is symmetrical about the horizontal plane of its center with beam column connection part 2201.
Comprise that also three limits are fixed on the upper support template 2208 of crossbeam 1889, crossbeam 1882, crossbeam 1883, crossbeam 1884 tops, relative both sides wherein are fixed on one side the upper support template 2210 that upper support template 2209, three limits that crossbeam 1889 and crossbeam 1888 tops, another side be fixed on crossbeam 1884, crossbeam 1885 tops are fixed on crossbeam 1885, crossbeam 1886, crossbeam 1887, crossbeam 1888 tops.
Both sides are fixed on the lower support template 2211 of upper support template 2208, support shuttering 2209 belows, both sides are fixed on the lower support template 2212 of upper support template 2208, support shuttering 2209 belows, both sides are fixed on the lower support template 2213 of upper support template 2209, support shuttering 2210 belows, and both sides are fixed on the lower support template 2214 of upper support template 2209, support shuttering 2210 belows.
Pass from the below of lower support template by trip bolt that the nut of lower support template, upper support template and upper support template top is fixing to be fixed on the lower support template on the upper support template.Upper support template, lower support template, L shaped side shield, beam column connection part form the floor accommodation space, are furnished with reinforcing bar in the floor accommodation space, and placing cement concrete in injection forms the reinforced cement concrete floor.The reinforced cement concrete floor has been filled with the rear lower support template is removed of condensing and has been reused, and nut is stayed can be for finishing such as the furred ceiling of back in the cement concrete.
Embodiment 99
Shown in Figure 146, different from embodiment 81 is, the structure that is fixed on the beam column connection part 2300 on the column 796 of pegging graft is identical with embodiment 75.The structure that grafting is fixed on the beam column connection part 2301 on the column 797 is identical with embodiment 76.Beam column connection part 2302 is symmetrical about the horizontal plane of its center with beam column connection part 2300.Beam column connection part 2305, beam column connection part 2304, beam column connection part 2303 and beam column connection part 2300, beam column connection part 2301, beam column connection part 2302 are symmetrical about the horizontal plane of its center.
Embodiment 100
Shown in Figure 147, building frame construction comprises column 2322, the column 2324 of the round steel pipe vertical with horizontal plane, the crossbeam 2321 of the square steel pipe parallel with horizontal plane, crossbeam 2323, crossbeam 2325, beam column connection part 2320.The structure of beam column connection part 2320 is identical with embodiment 62.
In the vertical protuberance of the lower pillar stand connection-peg of column 2322 insertion beam column connection parts 2320, the medial surface of the vertical protuberance of column connection-peg cooperates with the lateral surface of round steel pipe column 2322, beam column connection part 2320 directly is supported on the column 2322, and the vertical protuberance of the lower pillar stand connection-peg of beam column connection part 2320 is fixing with column 2322 by screw 2326.In the vertical protuberance of the upper pillar stand connection-peg of column 2324 insertion beam column connection parts 2320, the medial surface of the vertical protuberance of column connection-peg cooperates with the lateral surface of round steel pipe column 2324, column 2324 directly is supported on the beam column connection part 2320, and the vertical protuberance of the upper pillar stand connection-peg of beam column connection part 2320 is fixing with column 2324 by screw 2327.Interior bottom and the supported joint that also directly is supported on storage tank of storage tank that one end of crossbeam 2321 is contained in supported joint is connected and fixed, interior bottom and the supported joint that also directly is supported on storage tank of storage tank that one end of crossbeam 2323 is contained in supported joint is connected and fixed, and interior bottom and the supported joint that also directly is supported on storage tank of storage tank that an end of crossbeam 2325 is contained in supported joint is connected and fixed.
Adjust respectively the position of crossbeam or the relative beam column connection part of column by rotating again adjusting lever 2328 in the hole of stretching into push rod 2327 in the adjusting hole that push rod 2327 is stretched into beam column connection part, with adjusting lever 2328.
Embodiment 101
Shown in Figure 148, different from embodiment 100 is that the structure of beam column connection part 2330 is identical with embodiment 63.Column 2331, column 2332 are square steel pipe.The sealing weld through hole 2333 of the vertical protuberance by scolder being welded to the lower pillar stand connection-peg is interior to be fixed together lower pillar stand connection-peg and column 2331.The sealing weld through hole 2334 of the vertical protuberance by scolder being welded to the upper pillar stand connection-peg is interior to be fixed together upper pillar stand connection-peg and column 2332.
Supported joint among the present invention, the structure of connection-peg can have multiple variation, and connector, plug connector, pipe connecting piece and beam column have or not the connected mode of several variations, because the needs of expressing, the present invention has just listed the element of construction that can express clearly.

Claims (86)

1. beam column connection part, it is characterized in that comprising integrated beam column connection part body, need to fix, vertically protrude with the post end grafting of vertical level direction the column connection-peg of beam column connection part body, directly support the horizontal support joint of the crossbeam parallel with horizontal plane, along continuous straight runs protrusion beam column connection part body; Be provided with the first horizontal plane that directly contacts with the column end face at beam column connection part; Be provided with the stud sides that column keeps out all around at the column connection-peg and keep out face; Be provided with crossbeam fixed thereon at the horizontal support joint directly contact, the supporting traverse horizontal plane of supporting traverse.
2. a kind of beam column connection part as claimed in claim 1, it is characterized in that: beam column connection part is the bottom beam column connection part; It is parallel with crossbeam that the horizontal support joint is convexly equipped with the direction of beam column connection part body, is connected and fixed with the end of crossbeam; The column connection-peg is only for being positioned at the upper pillar stand connection-peg above the beam column connection part body, the first horizontal plane is to be arranged on beam column connection part back to the support post horizontal plane of a side on ground, be provided with lower protuberance in the bottom of beam column connection part body, be provided with the supported section identical with horizontal support joint number in the side of beam column connection part body, the horizontal support joint vertically is convexly equipped with from the end face of supported section.
3. a kind of beam column connection part as claimed in claim 1 is characterized in that: it is parallel with crossbeam that the horizontal support joint is convexly equipped with the direction of beam column connection part body, is connected and fixed with the end of crossbeam, is provided with the crossbeam end face at beam column connection part and keeps out face; The column connection-peg is the lower pillar stand connection-peg that is positioned at the upper pillar stand connection-peg of beam column connection part body top and is positioned at beam column connection part body below, the first horizontal plane be arranged on beam column connection part back to the support post horizontal plane of a side on ground and be arranged on beam column connection part one side over against ground by the upright supports horizontal plane.
4. a kind of beam column connection part as claimed in claim 1 is characterized in that: it is parallel with crossbeam that the horizontal support joint is convexly equipped with the direction of beam column connection part body, is connected and fixed with the end of crossbeam, is provided with the crossbeam end face at beam column connection part and keeps out face; The column connection-peg is only for being positioned at the lower pillar stand connection-peg below the beam column connection part body, the first horizontal plane be arranged on beam column connection part one side over against ground by the upright supports horizontal plane.
5. a kind of beam column connection part as claimed in claim 1 is characterized in that: beam column connection part also comprise be arranged between two adjacent horizontal support joints or adjacent horizontal support joint and column connection-peg between be used for being connected the reinforced joint of the beam column connection part of diagonal position.
6. a kind of beam column connection part as claimed in claim 1, it is characterized in that: beam column connection part is the top layer beam column connection part, the column connection-peg is the lower pillar stand connection-peg; That the top layer beam column connection part also comprises is integrated with the beam column connection part body, protrude obliquely the oblique upper support joint of top layer of beam column connection part body; The oblique upper support joint of top layer comprises that supporting top beam inclined-plane and the back timber end face of keeping out the back timber end face keep out face.
7. a kind of beam column connection part as claimed in claim 1, it is characterized in that: beam column connection part is the top layer beam column connection part, the column connection-peg is the lower pillar stand connection-peg; That the top layer beam column connection part also comprises is integrated with the beam column connection part body, protrude obliquely the oblique upper support joint of top layer of beam column connection part body, and the back timber end face that the oblique upper support joint of top layer comprises the supporting top beam inclined-plane and keeps out the back timber end face is kept out face; Under the oblique upper support joint of top layer, be provided with described horizontal support joint; The outermost end of the oblique upper support joint of top layer to the horizontal range at beam column connection part body center less than the supporting traverse horizontal plane of the horizontal support joint under the oblique upper support joint of the top layer minimum horizontal distance to beam column connection part body center.
8. a kind of beam column connection part as claimed in claim 1, it is characterized in that: beam column connection part is the top layer beam column connection part, the column connection-peg is the lower pillar stand connection-peg; The top layer beam column connection part also comprises from side of beam column connection part body or the top layer of the opposing oblique lower protrusion beam column connection part body in two sides tiltedly descends connection-peg or the oblique lower support joint of top layer; A side or two opposing side levels at the beam column connection part body are provided with described horizontal support joint.
9. a kind of beam column connection part as claimed in claim 1, it is characterized in that: beam column connection part is the top layer beam column connection part, deviate from the lateral surface of horizontal support joint at the beam column connection part body on two adjacent lateral surfaces or the corner that is not provided with adjacent two faces of horizontal support joint convex with the tank support portion.
10. a kind of beam column connection part as claimed in claim 1, it is characterized in that: beam column connection part is the top layer beam column connection part, only is provided with described column connection-peg in the bottom surface of beam column connection part body; Deviate from the lateral surface of horizontal support joint at the beam column connection part body or on two adjacent lateral surfaces or the angle position that is not provided with adjacent two faces of horizontal support joint convex with the tank support portion, at the end face of the tank support portion convex barricade column connection-peg that is provided with vertically, the tank supporting surface is positioned at barricade column connection-peg towards a side of beam column connection part body.
11. a kind of beam column connection part as claimed in claim 10, it is characterized in that: barricade column connection-peg a side or opposing both sides or adjacent both sides be provided with barricade horizontal support joint, barricade horizontal support joint and horizontal support joint towards identical.
12. a kind of beam column connection part as claimed in claim 1, it is characterized in that: beam column connection part is the top layer beam column connection part, be provided with described lower pillar stand connection-peg in the bottom surface of beam column connection part body, be provided with barricade column connection-peg at the end face of beam column connection part body; Deviate from the lateral surface of horizontal support joint at the beam column connection part body or on two adjacent lateral surfaces or the corner that is not provided with adjacent two faces of horizontal support joint convex with the tank support portion.
13. a kind of beam column connection part as claimed in claim 1 is characterized in that: beam column connection part also comprise one integrated with the beam column connection part body, on the lateral surface that is not provided with the horizontal support joint or adjacent two angle positions that are not provided with the lateral surface of horizontal support joint be provided with the tie-beam connection-peg that oblique lower or level is protruded the beam column connection part body.
14. a kind of beam column connection part as claimed in claim 1, it is characterized in that: the horizontal support joint is two, the angle that two horizontal support joints are convexly equipped with beam column connection part body direction more than or equal to 90 ° less than 180 °, beam column connection part also comprise one integrated with the beam column connection part body, at the angle position in two the adjacent outsides that are not provided with the horizontal support joint, be provided with the tie-beam connection-peg of level or oblique lower protrusion beam column connection part body.
15. a kind of beam column connection part as claimed in claim 1, it is characterized in that: beam column connection part comprises that also one or two lateral surface integrated with the beam column connection part body, that deviate from the horizontal support joint at the beam column connection part body is provided with the linking arm that oblique lower or level is protruded the beam column connection part body, be provided with the side bar supported joint in a side of linking arm end or two opposing sides, the direction that the side bar supported joint is convexly equipped with the beam column connection part body and corresponding horizontal support joint be convexly equipped with the beam column connection part body direction towards identical and parallel.
16. a kind of beam column connection part as claimed in claim 15 is characterized in that: the linking arm level is protruded the beam column connection part body, also is provided with the edge column connection-peg above the linking arm end.
17. a kind of beam column connection part as claimed in claim 1, it is characterized in that: the horizontal support joint is two, the angle that two horizontal support joints are convexly equipped with beam column connection part body direction more than or equal to 90 ° less than 180 °, beam column connection part also comprise one with the beam column connection part body integrated, be provided with the linking arm that oblique lower or level is protruded the beam column connection part body at the angle position of two the adjacent lateral surfaces that are not provided with the horizontal support joint, be provided with two in the end of linking arm and become L shaped side bar supported joints, two side bar supported joints respectively with two horizontal support joints towards identical and parallel.
18. a kind of beam column connection part as claimed in claim 1 is characterized in that: the column connection-peg is two, comprises upper pillar stand connection-peg and lower pillar stand connection-peg; The horizontal support joint is convexly equipped with the direction of beam column connection part body and is the beam vertical of overhead traveling crane guide rail.
19. a kind of beam column connection part as claimed in claim 1 is characterized in that: be provided with the tapped through hole that crossbeam or column is fixed on the connector desired location at connection-peg or supported joint.
20. such as claim 6 or the described a kind of beam column connection part of 7 any one, it is characterized in that: above the beam column connection part body, convex with straight up barricade column connection-peg.
21. such as the described a kind of beam column connection part of claim 1 to 19 any one, it is characterized in that: be provided with plural horizontal support joint and/or plural column connection-peg in the same side of beam column connection part body.
22. such as the described a kind of beam column connection part of claim 1 to 19 any one, it is characterized in that: the horizontal support joint comprises the side protuberance that protrudes beam column connection part body one side, gap between two stopper protrusions arranged side by side that are convexly equipped with straight up from the end face of side protuberance, two stopper protrusions forms the storage tank of vertical component effect that accommodating end is processed to the beam-end of T font.
23. a kind of beam column connection part as claimed in claim 22 is characterized in that: stopper protrusion is that the sidewall of storage tank forms for the end face from the side protuberance extends horizontal outward vertically upward again.
24. such as the described a kind of beam column connection part of claim 1 to 19 any one, it is characterized in that: the horizontal support joint comprises the side protuberance that protrudes the beam column connection part body; Be provided with side by side two stopper protrusions at the end face of the side protuberance of horizontal support joint and near the both sides of side protuberance, two stopper protrusion side protuberances corresponding with it form the storage tank of accommodating beam-end; The supporting traverse horizontal plane is the bottom surface of storage tank.
25. such as the described a kind of beam column connection part of claim 1 to 19 any one, it is characterized in that: the column connection-peg of beam column connection part comprise from the beam column connection part body vertically extend two of forming about the vertical plane symmetry of its center, opening is towards the U-shaped protuberance of both sides; Gap between two U-shaped protuberances forms the storage tank that cooperates with the connecting portion of H shaped steel or I-steel; Relative two faces of two U-shaped protuberances and the lateral surface vertical with two relative faces are for keeping out face to the side of keeping out before and after up and down with the column of its grafting.
26. such as the described a kind of beam column connection part of claim 1 to 19 any one, it is characterized in that: the column connection-peg comprises a tubular protuberance that vertically extends from the beam column connection part body, and the lateral surface of tubular protuberance cooperates with the medial surface of round steel pipe or square steel pipe column.
27. a kind of beam column connection part as claimed in claim 26, it is characterized in that: the lateral surface at tubular protuberance is provided with elastic tongue, elastic tongue is connected on the tubular protuberance away from an end of beam column connection part body, and elastic tongue is free end towards an end of beam column connection part body.
28. such as the described a kind of beam column connection part of claim 1 to 19 any one, it is characterized in that: the column connection-peg of beam column connection part comprises that bottom or a top from the beam column connection part body vertically extends the tubular protuberance that forms, and the medial surface of tubular protuberance cooperates with the lateral surface of round steel pipe or square steel pipe column; Sidewall at tubular protuberance is provided with screwed hole or sealing weld groove.
29. such as the described a kind of beam column connection part of claim 1 to 19 any one, it is characterized in that: the horizontal support joint comprises the side protuberance that protrudes the beam column connection part body, and the end face of side protuberance is the supporting traverse horizontal plane; Below the side protuberance of horizontal support joint, be provided with and the integrated reinforcing rib of beam column connection part body.
30. such as the described a kind of beam column connection part of claim 1 to 19 any one, it is characterized in that: be provided with the sealing weld through hole at supported joint or connection-peg.
31. such as the described a kind of beam column connection part of claim 1 to 19 any one, it is characterized in that: beam column connection part comprises the lateral surface that is not provided with the horizontal support joint, the side shield locating slot of the horizontal direction that is communicated with lateral surface and the crossbeam end face face of keeping out.
32. such as the described a kind of beam column connection part of claim 1 to 19 any one, it is characterized in that: also be provided with and adjust crossbeam or column with respect to the adjusting hole of beam column connection part position, adjusting hole and the end face of keeping out crossbeam or the end face of keeping out column are communicated with and pass this end face.
33. such as the described a kind of beam column connection part of claim 1 to 19 any one, it is characterized in that: the lateral surface that is not provided with the horizontal support joint at beam column connection part is provided with fixedly screwed hole or the through hole of wallboard.
34. the forming method such as the described beam column connection part of claim 1 to 19 any one is characterized in that: described beam column connection part casting or injection mo(u)lding.
35. the forming method of beam column connection part as claimed in claim 34 is characterized in that: described a kind of beam column connection part is by evaporative pattern or wax-pattern or sand mould casting.
36. the building frame construction that beam column connection part according to claim 1 consists of comprises the column vertical with horizontal plane, crossbeam, the beam column connection part parallel with horizontal plane, it is characterized in that; The column connection-peg of column and beam column connection part is directly pegged graft fixing; Crossbeam directly is supported and fixed on the relative horizontal support joint of beam column connection part.
37. building frame construction as claimed in claim 36 is characterized in that: crossbeam and column are the architectural shape of standard; The column connection-peg inserts in the column, and the periphery of the face that beam column connection part contacts with column flushes with the periphery of column, interfixes or interfixes by securing member by welding between column and the column connection-peg; The lateral surface of crossbeam flushes with the lateral surface of horizontal support joint; Interfix or interfix by securing member by welding between crossbeam and the horizontal support joint.
38. building frame construction as claimed in claim 36 is characterized in that; Comprise that also pile tube connects grounding frame and bottom connector, the bottom connector comprises bottom connector body, be convexly equipped with the upper pillar stand connection-peg above bottom connector body, level is convexly equipped with the support portion that bottom connects body, is convexly equipped with and stretches into the blocking part that pile tube connects grounding frame downwards from bottom connector body; Pile tube connects grounding frame and imbeds undergroundly, and the support portion directly is supported on pile tube and connects on the grounding frame, and the inner chamber that pile tube connects grounding frame is stretched in the blocking part, and column directly is supported on the bottom connector, and bottom connector and pile tube connect grounding frame and be welded and fixed together; Filling has cement concrete within pile tube connects the inner chamber of grounding frame.
39. building frame construction as claimed in claim 36 is characterized in that; Also comprise underground pile tube; The depths of being driven underground, underground pile tube lower end, the upper end of underground pile tube is stretched into pile tube and is connected the grounding frame inner chamber; The inner chamber filling that connects grounding frame at underground pile tube, pile tube has cement concrete.
40. building frame construction as claimed in claim 36 is characterized in that: also comprise top beam connecting component and back timber; That described beam column connection part also comprises is integrated with the beam column connection part body, protrude obliquely the oblique upper support joint of top layer of beam column connection part body, the column connection-peg is convexly equipped with downwards from the bottom surface of beam column connection part body, a side or two opposing sides at the beam column connection part body are provided with described horizontal support joint, the oblique upper support joint of top layer is convexly equipped with the direction of body and the perpendicular direction that the horizontal support joint is convexly equipped with body, and described column connection-peg is the lower pillar stand connection-peg; Described top beam connecting component comprises top beam connecting component body, two oblique lower back timber oblique cutting joints that are convexly equipped with the top beam connecting component body, become inverted v-shaped, and one or two along continuous straight runs is convexly equipped with the horizontal support joint of top beam connecting component body; The column connection-peg of beam column connection part and column are pegged graft fixing, and beam column connection part directly is supported on the column; Two back timber oblique cutting joints are pegged graft fixing with two back timber ends of symmetry respectively, directly be supported on the relative oblique upper support joint of top layer of symmetrical beam column connection part and with the oblique upper support joint of top layer and be connected and fixed with the peg graft other end of two back timbers being fixed together of top beam connecting component, the horizontal support joint upper support relative at adjacent top beam connecting component is fixed with described crossbeam.
41. building frame construction as claimed in claim 40 is characterized in that: also comprise beam column plane plug connector; Beam column plane plug connector comprises beam column plane plug connector body, and two horizontal directions are convexly equipped with the beam connection-peg of beam column plane plug connector body, and one or two vertically is convexly equipped with the post connection-peg of beam column plane plug connector body; Under the oblique upper support joint of described top layer, also be provided with a described horizontal support joint, the outermost end of the oblique upper support joint of top layer less than the supporting traverse horizontal plane of the horizontal support joint under the oblique upper support joint of the top layer minimum horizontal distance to beam column connection part body center, also downwards vertically convexes with post connection-peg in described top beam connecting component body bottom surface to the horizontal range at beam column connection part body center; The column connection-peg of beam column connection part and column are pegged graft fixing, and beam column connection part directly is supported on the column; Two beam connection-pegs of beam column plane plug connector are pegged graft fixing with two beam-end of symmetrical configuration respectively, the other end of two crossbeams that are plugged in together with beam column plane plug connector directly is supported on relative being positioned on the horizontal support joint under the oblique upper support joint of top layer and with the horizontal support joint of symmetrical beam column connection part and is connected and fixed, post connection-peg grafting at beam column plane plug connector is fixed with column, and this column directly is supported on the plug connector of beam column plane; Two back timber oblique cutting joints of top beam connecting component are pegged graft with two back timber ends of symmetrical configuration respectively and are fixed, and the post connection-peg of top beam connecting component is fixed and directly is supported on this column with the column grafting that is supported on the plug connector of beam column plane.
42. building frame construction as claimed in claim 40 is characterized in that convexing with straight up barricade column connection-peg above the beam column connection part body.
43. building frame construction as claimed in claim 36 is characterized in that: also comprise top layer plug connector and back timber hanging part; The top layer plug connector comprises top layer plug connector body, two oblique lower connection-pegs that are convexly equipped with top layer plug connector body, become inverted v-shaped; The back timber hanging part comprises a suspension part, end face along suspension part connecting portion that outward forms that makes progress, one is arranged on the end face that connecting portion deviates from the suspension part and the top layer that is convexly equipped with is obliquely tiltedly gone up connection-peg or the oblique upper support joint of top layer, is provided with the holding part of the accommodating crossbeam that is mated in the bottom of suspension part; Two connection-pegs of top layer plug connector are pegged graft fixing with the back timber end of two symmetries respectively, the top layer of the back timber hanging part of symmetrical configuration tiltedly go up connection-peg or the oblique upper support joint of top layer respectively with by being connected and fixed with the peg graft other end of two back timbers being fixed together of top layer plug connector, the back timber hanging part is suspended on that its holding part cooperates with this crossbeam on the crossbeam, and the top layer plug connector is supported on the crossbeam.
44. building frame construction as claimed in claim 36 is characterized in that: also comprise top layer hanging part and back timber hanging part; The top layer hanging part comprises that two top layers that become inverted v-shapeds tiltedly descend connection-peg or the oblique lower support joint of top layer, suspension part to be connected the connecting portion of time connection-peg or the oblique lower support joint of top layer and suspension part with the connection top layer; Connecting portion becomes inverted V-shaped, and the suspension part is arranged on the angle position of connecting portion and places the below of connecting portion, is provided with the holding part of the accommodating crossbeam that is mated in the suspension part; Be convexly equipped with under the end face that two top layers tiltedly descend connection-peg or the vertical connecting portion of the oblique lower support joint of top layer is oblique; The back timber hanging part comprises a suspension part, end face along suspension part connecting portion that outward forms that makes progress; One is arranged on the end face that connecting portion deviates from the suspension part and the top layer that is convexly equipped with is obliquely tiltedly gone up connection-peg or the oblique upper support joint of top layer, is provided with the holding part of the accommodating crossbeam that is mated in the bottom of suspension part; Two connection-pegs of top layer hanging part are pegged graft fixing with the back timber end of two symmetries respectively, the top layer of back timber hanging part tiltedly on connection-peg or the oblique upper support joint of the top layer top layer relative with the top layer hanging part tiltedly descend connection-peg or the oblique lower support joint of top layer to be fixedly connected with described back timber, the back timber hanging part is suspended on that its holding part cooperates with this crossbeam on the crossbeam, and the back timber hanging part is suspended on that its holding part cooperates with this crossbeam on the crossbeam.
45. such as the described building frame construction of claim 40 to 42 any one, it is characterized in that: building frame construction is Frame Structure, the overhead traveling crane guide rail of described crossbeam for supplying overhead traveling crane to slidably reciprocate; The column connection-peg of described beam column connection part is two, vertically is convexly equipped with up and down along the beam column connection part body; The horizontal support joint is one or two, when the horizontal support joint is one, becomes the T font with two column connection-pegs, when the horizontal support joint is two, with two column connection-peg across; Be equipped with the described column of pegging graft and fixing with the column connection-peg in the above and below of beam column connection part, the overhead traveling crane guide supporting is fixed on the horizontal support joint of two adjacent beam column connection parts and with the horizontal support joint, and crossbeam and horizontal support joint are convexly equipped with the perpendicular direction of beam column connection part body.
46. such as the described building frame construction of claim 36 to 41 any one, it is characterized in that: also comprise side bar more than one, the tie-beam more than two, the eaves connector identical with the tie-beam number; Be not provided with at the beam column connection part body on the lateral surface of horizontal support joint or adjacent two angle positions that are not provided with the lateral surface of horizontal support joint are provided with the tie-beam connection-peg that oblique lower or level is protruded the beam column connection part body, tie-beam is pegged graft and is fixed on the tie-beam connection-peg of beam column connection part; The eaves connector comprises integrated eaves connector body, a level or is convexly equipped with obliquely the beam connection-peg of eaves connector body, one or two side bar supported joint that is convexly equipped with eaves connector body; The beam connection-peg of eaves connector is pegged graft with corresponding tie-beam end and is fixed, and the end portion supports of side bar is fixed on the corresponding side bar supported joint.
47. building frame construction as claimed in claim 46 is characterized in that: the eaves connector comprises the first eaves connector, the second eaves connector, and tie-beam comprises the first tie-beam, the second tie-beam;
The first eaves connector comprises that integrated the first eaves connector body, one from the first eaves connector body level or the beam connection-peg that protrudes obliquely, are convexly equipped with the side bar supported joint of eaves connector body from a side along continuous straight runs of the first eaves connector body;
The second eaves connector and the first eaves connector are symmetrical about the vertical plane of its center;
The beam connection-peg of the first eaves connector is pegged graft and is fixed on the first tie-beam, the beam connection-peg of the second eaves connector is pegged graft and is fixed on the second tie-beam, is fixed with described side bar in the first eaves connector, side bar supported joint upper support that the second eaves connector is relative.
48. building frame construction as claimed in claim 47 is characterized in that: tie-beam also comprises the 3rd tie-beam, and the eaves connector also comprises the 3rd eaves connector of pegging graft and fixing with the 3rd tie-beam;
Two side bar supported joints that the 3rd eaves connector comprises integrated body, is convexly equipped with from two opposing side along continuous straight runs of the 3rd eaves connector body, from two sides that are convexly equipped with side bar supported joint beam connection-peg that all along continuous straight runs or direction obliquely are convexly equipped with on the side of the 3rd adjacent eaves connector body;
The first tie-beam, the 3rd tie-beam, the second tie-beam along continuous straight runs be array successively;
The side bar supported joint upper support relative with the 3rd eaves connector at the first eaves connector is fixed with described side bar; The side bar supported joint upper support relative with the second eaves connector at the 3rd eaves connector is fixed with described side bar.
49. building frame construction as claimed in claim 46 is characterized in that: the eaves connector comprises the 4th eaves connector, the 5th eaves connector, and tie-beam comprises the 4th tie-beam, the 5th tie-beam;
The 4th eaves connector comprises that integrated the 4th eaves connector body, one are from the 4th eaves connector body level or the beam connection-peg that protrudes obliquely, be convexly equipped with two side bar supported joints of the 4th eaves connector body from the adjacent two sides along continuous straight runs of the 4th eaves connector body, two side bar supported joints are positioned at the both sides of the 4th beam connection-peg, the direction that two the 4th side bar supported joints are convexly equipped with the 4th eaves connector body more than or equal to 90 ° less than 180 °;
The 5th eaves connector and the 4th eaves connector are symmetrical about the vertical plane of center;
The beam connection-peg of the 4th eaves connector is pegged graft and is fixed on the 4th tie-beam, the beam connection-peg of the 5th eaves connector is pegged graft and is fixed on the 5th tie-beam, and the side bar supported joint upper support relative with the 5th eaves connector at the 4th eaves connector is fixed with described side bar.
50. building frame construction as claimed in claim 49 is characterized in that: tie-beam also comprises the 6th tie-beam, the eaves connector also comprise with the 6th tie-beam peg graft the 6th fixing eaves connector;
Two side bar supported joints that the 6th eaves connector comprises integrated the 6th eaves connector body, is convexly equipped with from two opposing side along continuous straight runs of the 6th eaves connector body, from two sides that are convexly equipped with side bar supported joint beam connection-peg that all along continuous straight runs or direction obliquely are convexly equipped with on the side of the 6th adjacent eaves connector body;
The 4th tie-beam, the 6th tie-beam, the 5th tie-beam along continuous straight runs be array successively;
The side bar supported joint upper support relative with the 6th eaves connector at the 4th eaves connector is fixed with described side bar; The side bar supported joint upper support relative with the 5th eaves connector at the 6th eaves connector is fixed with described side bar.
51. building frame construction as claimed in claim 46 is characterized in that: also comprise first side column, Second Edge column, first side beam column connection part, Second Edge beam column connection part; The eaves connector comprises the 7th eaves connector, the 9th eaves connector, and tie-beam comprises the 7th tie-beam, the 9th tie-beam;
Beam connection-peg and side bar supported joint that the 7th eaves connector comprises integrated the 7th eaves connector body, is convexly equipped with from two adjacent side along continuous straight runs of the 7th eaves connector body, the edge column connection-peg that vertically is convexly equipped with from the end face of the 7th eaves connector body;
Side bar supported joint or side bar connection-peg that the first side beam column connection part comprises integrated first side beam column connection part body, is convexly equipped with from two adjacent side along continuous straight runs of first side beam column connection part body, the edge column connection-peg that vertically is convexly equipped with from the bottom surface of first side beam column connection part body;
The 9th eaves connector and the 7th eaves connector are symmetrical about the vertical plane of its center; Second Edge beam column connection part and first side beam column connection part are symmetrical about the vertical plane of its center;
The 7th tie-beam and the 9th tie-beam along continuous straight runs array; The beam connection-peg of the 7th eaves connector, the 9th eaves connector is pegged graft fixing with the 7th tie-beam and the 9th tie-beam respectively; The side bar supported joint upper support relative with the 9th eaves connector at the 7th eaves connector is fixed with described side bar; First side column, Second Edge column are pegged graft respectively and are fixed on the edge column connection-peg of the 7th eaves connector, the 9th eaves connector; On the side bar connection-peg of first side beam column connection part or the side bar supported joint be fixed with and the 7th tie-beam described side bar of array from bottom to top vertically; On the side bar connection-peg of Second Edge beam column connection part or the side bar supported joint fixing with the 9th tie-beam described side bar of array from bottom to top vertically; Side bar supported joint or the side bar connection-peg relative with the Second Edge beam column connection part at the first side beam column connection part are fixed with described side bar; The edge column connection-peg of first side beam column connection part, Second Edge beam column connection part is pegged graft respectively and is fixed on first side column, the Second Edge column.
52. building frame construction as claimed in claim 51, it is characterized in that: also comprise the 3rd edge column, the 3rd side bar post connector, tie-beam comprises also and the 11 tie-beam that the eaves connector also comprises the 11 eaves connector of pegging graft and fixing with the 11 tie-beam;
Two side bar supported joints that the 11 eaves connector comprises integrated the 11 eaves connector body, is convexly equipped with from two opposing side along continuous straight runs of the 11 eaves connector body, from with two sides that are convexly equipped with side bar supported joint beam connection-peg that all along continuous straight runs is convexly equipped with on the side of the 11 adjacent eaves connector body, the edge column connection-peg that vertically upwards is convexly equipped with from the end face of the 11 eaves connector body;
Two side bar supported joints that the 3rd side bar post connector comprises integrated the 3rd side bar post connector body, be convexly equipped with from two opposing side along continuous straight runs of the 3rd side bar post connector body or side bar connection-peg, the edge column connection-peg that vertically is convexly equipped with downwards from the bottom surface of the 3rd side bar post connector body;
The 7th tie-beam, the 11 tie-beam, the 9th tie-beam be the along continuous straight runs array successively;
The side bar supported joint upper support relative with the 11 eaves connector at the 7th eaves connector is fixed with described side bar; The side bar supported joint relative with the 9th eaves connector at the 11 eaves connector is fixed with described side bar; Side bar supported joint or the side bar connection-peg relative with the 3rd side bar post connector at the first side beam column connection part are fixed with described side bar; On the 3rd side bar post connector side bar supported joint relative with the Second Edge beam column connection part or the side bar connection-peg be fixed with described side bar; The 3rd edge column is pegged graft and is fixed on the edge column connection-peg of the 11 eaves connector.
53. such as the described building frame construction of claim 36 to 41 any one, it is characterized in that: also comprise side bar; The angle position that beam column connection part also comprises is integrated with the beam column connection part body, deviate from one of the horizontal support joint or opposing two lateral surfaces or adjacent two lateral surfaces at the beam column connection part body is provided with the linking arm that oblique lower or level is protruded the beam column connection part body, be provided with the side bar supported joint in a side of linking arm end or two opposing sides, the direction that the side bar supported joint is convexly equipped with the beam column connection part body and corresponding horizontal support joint be convexly equipped with the beam column connection part body direction towards identical and parallel; Side bar is supported and fixed on two relative side bar supported joints of two adjacent beam column connection parts.
54. building frame construction as claimed in claim 53 is characterized in that: the linking arm level is protruded the beam column connection part body, also convexes with straight up the edge column connection-peg above the linking arm end.
55. such as the described building frame construction of claim 36 to 41 any one, it is characterized in that: also comprise side bar more than one, the tie-beam more than two, the eaves plug connector identical with the tie-beam number; That beam column connection part also comprises is integrated with the beam column connection part body, deviate from one of the horizontal support joint or two opposing lateral surfaces at the beam column connection part body is provided with the tie-beam connection-peg that oblique lower or level is protruded the beam column connection part body; The eaves plug connector comprises integrated eaves plug connector body, one or two from eaves plug connector body level or is convexly equipped with obliquely the beam connection-peg of eaves plug connector body; End of the beam connection-peg of eaves plug connector and corresponding tie-beam is pegged graft fixing, and the two ends of side bar are plugged on the corresponding beam connection-peg.
56. building frame construction as claimed in claim 55 is characterized in that: tie-beam connection-peg level is protruded the beam column connection part body; Beam connection-peg level is protruded eaves plug connector body; Above eaves plug connector body, also convex with straight up the edge column connection-peg.
57. such as the described building frame construction of claim 36 to 42 any one, it is characterized in that: also comprise plug connector, plug connector comprise the plug connector body, from plug connector body level and/or vertically be convexly equipped with the connection-peg more than two of plug connector body.
58. building frame construction as claimed in claim 57, it is characterized in that: plug connector is the beam column plug connector, the beam column plug connector comprises the plug connector body, the beam connection-peg that is convexly equipped with along plug connector body horizontal direction more than two, a post connection-peg that upwards is convexly equipped with along plug connector body vertical direction; The beam connection-peg of plug connector and an end of described crossbeam are pegged graft fixing, and the post connection-peg of plug connector and described column are pegged graft fixing.
59. such as the described building frame construction of claim 36 to 42 any one, it is characterized in that: also comprise plural beam hanging part; The beam hanging part comprises the connecting portion of integrated beam connection-peg or beam supported joint, suspension part and tie-beam connection-peg or beam supported joint and suspension part; Comprise that also two ends all directly support and hang crossbeam on it with the suspension part of the fixing crossbeam of the beam connection-peg of described beam hanging part or beam supported joint, beam hanging part.
60. building frame construction as claimed in claim 59 is characterized in that:
The beam hanging part comprises the first beam hanging part and the second beam hanging part;
The beam connection-peg of the first beam hanging part is one, and the suspension part is one, and connecting portion is one; Connecting portion extends vertically downward from the bottom surface of suspension part and forms, and the beam connection-peg is arranged on the side of the connecting portion that deviates from the suspension part;
The structure of the second beam hanging part and the first beam hanging part are symmetrical about the vertical plane of its center;
The crossbeam that is connected between the first beam hanging part and the second beam hanging part is one;
One end of the first beam hanging part and crossbeam is pegged graft, and the other end of the second beam connection-peg and crossbeam is pegged graft; The first beam hanging part, the second beam hanging part are suspended on respectively on the corresponding crossbeam.
61. building frame construction as claimed in claim 60 is characterized in that:
The beam hanging part also comprises more than one the 3rd beam hanging part;
The beam connection-peg of the 3rd beam hanging part is made of first a beam connection-peg and second a beam connection-peg of symmetry; Connecting portion is made of first connecting portion and second connecting portion of symmetry; The suspension part is one; The first connecting portion and the second connecting portion extend vertically downward from the bottom surface of suspension part and form, and the first beam connection-peg is arranged on the side of the first connecting portion that deviates from the suspension part, and the second beam connection-peg is arranged on the side of the second connecting portion that deviates from the suspension part; Two connecting portions and suspension part form downward opening U-shaped groove;
The first beam hanging part, the 3rd beam hanging part, the second beam hanging part are arranged in order, and pegging graft at every adjacent two relative beam connection-pegs of two beam hanging parts is fixed with a crossbeam; The first beam hanging part is suspended on the most front crossbeam, and the second beam hanging part is suspended on the last hanging part crossbeam, and the 3rd beam hanging part is suspended on the crossbeam in corresponding centre position.
62. building frame construction as claimed in claim 59 is characterized in that:
The beam hanging part comprises the 4th beam hanging part, the 5th beam hanging part, the 6th beam hanging part, the 7th beam hanging part; Crossbeam comprises not at same level face and the not top rail on same vertical plane and lower transverse beam;
The 4th beam hanging part also comprises the post connection-peg that vertically upwards is convexly equipped with from the 4th beam hanging part body; The suspension part is one, and the crossbeam side face of keeping out is the vertical plane on the suspension part; Connecting portion is one, bends obliquely along the end face of suspension part to form; The beam connection-peg is one, is arranged on the end face that connecting portion deviates from the suspension part and obliquely; The post connection-peg is arranged on the end face of suspension part;
The 5th beam hanging part also comprises the post connection-peg that vertically upwards is convexly equipped with from the 5th beam hanging part body; The suspension part is one, and the crossbeam side face of keeping out is the vertical plane on the suspension part; Connecting portion is one, and vertically the oblique lower bending in side forms outside of suspension part; The beam connection-peg is one, is arranged on the end face that connecting portion deviates from the suspension part and oblique lower; The post connection-peg is arranged on the end face of suspension part;
The 7th beam hanging part and the 4th beam hanging part are symmetrical about the vertical plane of its center; The structure of the 6th beam hanging part and the 5th beam hanging part are symmetrical about the vertical plane of its center;
The fixing brace summer of beam connection-peg grafting that also comprises two ends and the 4th beam hanging part and the 5th beam hanging part; The brace summer that two ends and the 6th beam hanging part and the 7th beam hanging part are pegged graft and fixed; The 4th beam hanging part is suspended on the lower transverse beam, and the 5th beam hanging part is suspended on the top rail; The 7th beam hanging part is suspended on the lower transverse beam, and the 6th beam hanging part is suspended on the top rail;
Upper vertical joint head at the 4th beam hanging part and the 5th beam hanging part is equipped with the First building ladder rail, at the upper vertical joint head of the 6th beam hanging part and the 7th beam hanging part the second balustrade is installed.
63. such as the described building frame construction of claim 36 to 41 any one, it is characterized in that: also comprise tank; Beam column connection part is the top layer beam column connection part, only be provided with described column connection-peg in the bottom surface of beam column connection part body, deviate from the lateral surface of horizontal support joint at the top layer beam column connection part or deviate from two adjacent lateral surfaces of horizontal support joint or the angle position that deviates from two adjacent lateral surfaces of horizontal support joint convexes with the tank support portion; Tank is fixed on the tank support portion.
64. such as the described building frame construction of claim 36 to 41 any one, it is characterized in that: also comprise tank and barricade column; Beam column connection part comprises the top layer beam column connection part, only is provided with described column connection-peg in the bottom surface of top layer beam column connection part body; Deviate from the lateral surface of horizontal support joint at the beam column connection part body or two adjacent lateral surfaces convex with the tank support portion, at the end face of the tank support portion convex barricade column connection-peg that is provided with vertically, the tank supporting surface is positioned at barricade column connection-peg towards a side of beam column connection part body; Tank is fixed on the tank support portion, all pegging graft on barricade column connection-peg is fixed with described barricade column.
65. such as the described building frame construction of claim 36 to 41 any one, it is characterized in that: also comprise tank and barricade column; Beam column connection part is the top layer beam column connection part, is provided with described column connection-peg in the bottom surface of beam column connection part body, is provided with barricade column connection-peg at the end face of beam column connection part body; Deviate from the lateral surface of horizontal support joint at the beam column connection part body or two adjacent lateral surfaces convex with the tank support portion; Tank is fixed on the tank support portion.
66. such as the described building frame construction of claim 36 to 41 any one, it is characterized in that: also comprise side fascia; The lateral surface that is not provided with the horizontal support joint at beam column connection part is provided with screwed hole or through hole, and side fascia is fixed by screwed hole or the through hole of securing member and beam column connection part.
67. such as the described building frame construction of claim 36 to 42 any one, it is characterized in that: on crossbeam, also be fixed with precast floor slab.
68. such as the described building frame construction of claim 36 to 42 any one, it is characterized in that: also comprise L shaped side shield; Beam column connection part comprises the lateral surface that is not provided with the horizontal support joint, the side shield locating slot of the horizontal direction that is communicated with lateral surface and the crossbeam end face face of keeping out; One side of L shaped side shield is stretched in the side shield locating slot from the outside of beam column connection part, and L shaped side shield is supported on the crossbeam, fixes with crossbeam, beam column connection part, and the another side of L shaped side shield up; L shaped side shield and beam column connection part form peripheral end to end barricade, precast floor slab be supported on the crossbeam and accommodating barricade in, between precast floor slab and L shaped side shield, be provided with the space between precast floor slab, in the space, be cast with cement.
69. such as the described building frame construction of claim 36 to 42 any one, it is characterized in that: also comprise support shuttering and L shaped side shield; Beam column connection part comprises the lateral surface that is not provided with the horizontal support joint, the side shield locating slot of the horizontal direction that is communicated with lateral surface, the crossbeam end face face of keeping out; One side of L shaped side shield is stretched in the side shield locating slot from the outside of beam column connection part, L shaped side shield is supported on the crossbeam, fix with crossbeam, beam column connection part, the another side of L shaped side shield up, L shaped side shield and beam column connection part form peripheral end to end barricade; Also be fixed with crossbeam in each barricade, the crossbeam of each barricade and crossbeam upper support are fixed with described support shuttering; Support shuttering, L shaped side shield, beam column connection part form the floor accommodation space, are furnished with reinforcing bar in the floor accommodation space, form the reinforced cement concrete floor to floor accommodation space placing cement concrete in injection.
70. such as the described building frame construction of claim 36 to 42 any one, it is characterized in that: also comprise upper support template, lower support template and L shaped side shield; Beam column connection part comprises the lateral surface that is not provided with the horizontal support joint, the side shield locating slot of the horizontal direction that is communicated with lateral surface and the crossbeam end face face of keeping out; One side of L shaped side shield is stretched in the side shield locating slot from the outside of beam column connection part, and the inboard of protruding crossbeam, L shaped side shield is supported on the crossbeam, fix with crossbeam, beam column connection part, the another side of L shaped side shield up, L shaped side shield and beam column connection part form peripheral end to end barricade; Also be fixed with crossbeam in each barricade, also be fixed with described upper support template on crossbeam, crossbeam is all protruded in the both sides of upper support template; All be fixed with the lower support template by securing member in two adjacent L shaped side shields, the bottom surface of upper support template; L shaped side shield, beam column connection part, upper support template, lower support template form the floor casting space, are furnished with reinforcing bar in the floor accommodation space, form the reinforced cement concrete floor to floor accommodation space placing cement concrete in injection.
71. such as the described building frame construction of claim 36 to 42 any one, it is characterized in that: also comprise upper support template, lower support template and L shaped side shield; Beam column connection part comprises the lateral surface that is not provided with the horizontal support joint, the side shield locating slot of the horizontal direction that is communicated with lateral surface and the crossbeam end face face of keeping out; One side of L shaped side shield is stretched in the side shield locating slot from the outside of beam column connection part, L shaped side shield is supported on the crossbeam, fix with crossbeam, beam column connection part, the another side of L shaped side shield up, L shaped side shield and beam column connection part form peripheral end to end barricade; The upper support shuttering supporting is fixed with described lower support template at the underrun securing member of adjacent upper support template on crossbeam; Upper support template, lower support template, L shaped side shield, beam column connection part form the floor accommodation space, are furnished with reinforcing bar in the floor accommodation space, form the reinforced cement concrete floor to floor accommodation space placing cement concrete in injection.
72. such as the described building frame construction of claim 70, it is characterized in that: securing member comprises nut and lock-screw, lock-screw passes lower support template and upper support template or L shaped side shield and nut check from lower support template bottom surface.
73. such as the described building frame construction of claim 36 to 42 any one, it is characterized in that: crossbeam is H shaped steel or I-steel, and the end of crossbeam is processed into the T font; End face at the side protuberance of each horizontal support joint is provided with two stopper protrusions side by side, and two stopper protrusion side protuberances corresponding with it form storage tanks, is provided with securing member retaining thread hole at each sidewall of storage tank; The horizontal part of the T font end of crossbeam directly is supported on the end face of spacing protuberance, and vertical component effect is contained in the storage tank, and the vertical component effect butt that passes the T font end of securing member retaining thread hole and crossbeam by securing member is fixed crossbeam and two stopper protrusions.
74. such as the described building frame construction of claim 36 to 42 any one, it is characterized in that: the end face at each side protuberance of each horizontal support joint is provided with two stopper protrusions side by side, and two stopper protrusion side protuberances corresponding with it form storage tanks; The end of crossbeam is contained in the storage tank and directly is supported on the bottom of storage tank.
75. such as the described building frame construction of claim 36 to 42 any one, it is characterized in that: column is round steel pipe or square steel pipe; The column connection-peg of beam column connection part comprises one from the bottom of beam column connection part body or the top is vertically extended and formed vertical protuberance, and vertically the lateral surface of protuberance cooperates with the medial surface of round steel pipe or square steel pipe.
76. such as the described building frame construction of claim 36 to 42 any one, it is characterized in that: column is round steel pipe or square steel pipe; The column connection-peg of beam column connection part comprises one from the bottom of beam column connection part body or the top is vertically extended and formed tubular protuberance, and the medial surface of tubular protuberance cooperates with the lateral surface of round steel pipe or square steel pipe column; Sidewall at tubular protuberance is provided with screwed hole or sealing weld through hole; Column inserts in the tubular protuberance of column connection-peg, is installed on the screwed hole that column is locked with tubular protuberance or by in the sealing weld through hole that scolder is welded to tubular protuberance column connection-peg and column being fixed together by lock-screw.
77. such as the described building frame construction of claim 36 to 42 any one, it is characterized in that: be provided with at the horizontal support joint and be communicated with crossbeam and/or be provided with the sealing weld through hole that is communicated with column at the column connection-peg, by scolder being welded in the sealing weld through hole the horizontal support joint and crossbeam is fixed together and/or column connection-peg and column are fixed together.
78. the mounting method of building frame construction according to claim 36 is characterized in that mounting method comprises:
Install and the lower pillar stand connection-peg fixing column of pegging graft: successively column is installed in desired location, adjusts column, make the end face of column and column vertical with horizontal plane at the same level face, and column and ground are fixed;
Beam column connection part is installed: peg graft with this column in the column that the lower pillar stand connection-peg insertion of beam column connection part is corresponding successively, beam column connection part directly is supported on this column, transfer again beam column connection part, make the horizontal plane of beam supported joint supporting traverse of beam column connection part all on the same level face, and the lower pillar stand connection-peg that makes beam column connection part is fixed with the column that is positioned under it;
Crossbeam is installed: two ends of crossbeam are seated in respectively on the beam supported joint of corresponding beam column connection part, and the two ends of crossbeam are connected and fixed with the beam supported joint of corresponding beam column connection part.
79. such as the mounting method of the described building frame construction of claim 78, it is characterized in that described beam column connection part also comprises the upper pillar stand connection-peg that vertically upwards is convexly equipped with from the beam column connection part body; Mounting method comprises:
The column that installation and upper pillar stand connection-peg are pegged graft and fixed: successively the upper pillar stand connection-peg of column and beam column connection part is pegged graft, the end face that the adjustment column makes it and column vertical with horizontal plane is fixed column and upper pillar stand connection-peg at the same level face again.
80. the mounting method such as the described building frame construction of claim 78 is characterized in that: comprise that also pile tube connects grounding frame, bottom connector; The bottom upper pillar stand connection-peg that the bottom connector comprises integrated bottom connector body, vertically upwards is convexly equipped with from bottom connector body is from the support portion that bottom connector body is convexly equipped with downwards; Mounting method comprises:
Install before column and ground is fixing pile tube is connected frame: borehole on the ground connects grounding frame with pile tube and is fixed in the hole;
Installing bottom layer connector before column and ground is fixing: the bottom connector is seated in pile tube successively connects the support portion that makes the bottom connector on the grounding frame and directly be supported on pile tube and connect on the grounding frame, adjust the bottom connector, make the bottom upper pillar stand connection-peg of bottom connector vertical with horizontal plane, the support post horizontal plane is at the same level face, and bottom connector and pile tube are connected grounding frame fixes;
Column and ground are fixed as: successively the upper pillar stand connection-peg of column and bottom connector is pegged graft, column directly is supported on the support post horizontal plane of bottom connector, adjusts column, makes column vertical with horizontal plane, and the end face of column is at the same level face;
The cement concrete of pouring water: connect filling cement concrete in the annulus that the ground frame forms to pile tube, make bottom connector and pile tube connect grounding frame and pour into an integral body.
81. such as the mounting method of the described building frame construction of claim 80, it is characterized in that the bottom connector also comprises the plural horizontal support joint that along continuous straight runs is convexly equipped with; Also need make the horizontal plane of bottom connector supporting traverse at same horizontal plane during the installing bottom layer connector; Mounting method comprises:
The installing bottom layer crossbeam before the cement concrete of behind the installing bottom layer connector, pouring water: two ends of bottom crossbeam are seated in respectively on the corresponding bottom beam supported joint, and the two ends of bottom crossbeam are connected and fixed with corresponding bottom beam supported joint;
The cement concrete of pouring water is pile tube to be connected grounding frame, bottom connector and bottom crossbeam pour into an integral body.
82. the mounting method such as the described building frame construction of claim 80 is characterized in that: also comprise underground pile tube, mounting method comprises:
Before pile tube is installed is connected the ground frame, beat first underground pile tube: the depths of underground pile tube being driven underground in the position of setting;
Pile tube is installed is connected the ground frame, pile tube connects pile tube under the Kong Quan residence of grounding frame;
The cement concrete of pouring water is underground pile tube, pile tube to be connected grounding frame, bottom connector and bottom crossbeam pour into an integral body.
83. the mounting method such as the described building frame construction of claim 78 to 82 any one is characterized in that: building frame construction also comprises top beam connecting component and back timber; That described beam column connection part also comprises is integrated with the beam column connection part body, protrude obliquely the oblique upper support joint of top layer of beam column connection part body; Described top beam connecting component comprises top beam connecting component body, two oblique lower back timber oblique cutting joints that are convexly equipped with the top beam connecting component body, become inverted v-shaped, one or two along continuous straight runs is convexly equipped with the horizontal support joint of top beam connecting component body, and back timber oblique cutting joint is convexly equipped with the direction of body and the perpendicular direction that the horizontal support joint is convexly equipped with body; Mounting method comprises:
Peg graft fixing with an end of back timber two diagonal joints of back timber respectively, after installing the crossbeam on the beam column connection part, will directly be supported on the corresponding oblique upper support joint of top layer and with the oblique upper support joint of top layer by the other end of two fixing back timbers of same back timber oblique cutting joint grafting and fix;
Crossbeam and top beam connecting component are fixed: the two end supports of crossbeam is fixed with the horizontal support joint on the horizontal support joint.
84. want the mounting method of 78 to the 82 described building frame constructions of any one such as right, it is characterized in that: frame construction also comprises plural beam hanging part, and the beam hanging part comprises the connecting portion of integrated beam connection-peg, suspension part and tie-beam connection-peg and suspension part;
Mounting method comprises:
The described beam hanging part of all being pegged graft in the two ends of crossbeam first, crossbeam and beam hanging part are flexibly connected, and the beam hanging part are suspended on the corresponding crossbeam again, then adjust the relative position of crossbeam and beam hanging part, at last beam hanging part and crossbeam are fixed.
85. such as the described building frame construction of claim 78 to 82 any one, it is characterized in that: also comprise eaves connector, tie-beam, side bar; At the beam column connection part body on the lateral surface of horizontal support joint or be not provided with the tie-beam connection-peg that the oblique lower or horizontal direction of the angle position of adjacent two sides of horizontal support joint is convexly equipped with the beam column connection part body; The eaves connector comprises integrated eaves connector body, a level or is convexly equipped with obliquely the beam connection-peg of eaves connector body that one or two level is convexly equipped with the side bar supported joint of eaves connector body; Mounting method comprises:
On the tie-beam connection-peg of the beam column connection part of the correspondence that first the tie-beam grafting is fixed on;
The beam connection-peg of eaves connector is inserted the end of corresponding tie-beam and pegs graft fixing with the end of tie-beam;
After finishing tie-beam, eaves connector fixing, side bar is placed on the side bar supported joint between two adjacent eaves connectors, directly supports side bar by the side bar supported joint, again the end of side bar is fixed with corresponding side bar supported joint.
86. such as the described building frame construction of claim 78 to 82 any one, it is characterized in that: also comprise eaves plug connector, tie-beam, side bar; At the beam column connection part body on the lateral surface of horizontal support joint or be not provided with the tie-beam connection-peg that the oblique lower or horizontal direction of the angle position of adjacent two sides of horizontal support joint is convexly equipped with the beam column connection part body; The eaves plug connector comprises integrated eaves plug connector body, a level or is convexly equipped with obliquely eaves plug connector spare body beam connection-peg, one or two level be convexly equipped with eaves plug connector body the side bar connection-peg; Mounting method comprises:
It is fixing first tie-beam, side bar and eaves plug connector to be pegged graft, and pegs graft another end of tie-beam and the tie-beam connection-peg of beam column connection part fixing again.
CN 201110114982 2011-05-05 2011-05-05 Beam column connecting member and forming method thereof, building frame structure and installing method thereof Expired - Fee Related CN102277904B (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN 201110114982 CN102277904B (en) 2011-05-05 2011-05-05 Beam column connecting member and forming method thereof, building frame structure and installing method thereof
PCT/CN2012/000607 WO2012149829A1 (en) 2011-05-05 2012-05-07 Beam column connector, forming method therefor, building frame structure, and installation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201110114982 CN102277904B (en) 2011-05-05 2011-05-05 Beam column connecting member and forming method thereof, building frame structure and installing method thereof

Publications (2)

Publication Number Publication Date
CN102277904A CN102277904A (en) 2011-12-14
CN102277904B true CN102277904B (en) 2013-03-20

Family

ID=45103604

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201110114982 Expired - Fee Related CN102277904B (en) 2011-05-05 2011-05-05 Beam column connecting member and forming method thereof, building frame structure and installing method thereof

Country Status (2)

Country Link
CN (1) CN102277904B (en)
WO (1) WO2012149829A1 (en)

Families Citing this family (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102277905B (en) * 2011-05-05 2013-03-20 杨东佐 Beam hanging component, building frame structure and mounting method
CN102277904B (en) * 2011-05-05 2013-03-20 杨东佐 Beam column connecting member and forming method thereof, building frame structure and installing method thereof
CN102852230A (en) * 2011-12-31 2013-01-02 何晓虹 Beam column connection piece, building framework structure and mounting method
CN102535645B (en) * 2012-01-17 2014-07-09 湖南省金为型材有限公司 Connecting assembly for vertical column and cross beam
CN102561524A (en) * 2012-01-17 2012-07-11 湖南省金为型材有限公司 Column and beam connection assembly
CN102561527A (en) * 2012-02-02 2012-07-11 罗大威 Steel structure building beam or pillar node interface
CN103590623B (en) * 2013-11-12 2016-03-09 河南奥斯派克科技有限公司 Combined thin-walled steel ribbed stiffener unit assembling integrated house assembly
CN104895189A (en) * 2015-05-11 2015-09-09 北京大运龙腾科技有限公司 Efficient manufacturing and installation method of light steel structure
CN106320535A (en) * 2015-06-24 2017-01-11 陈贵荣 Beam column connection piece
CN105696817B (en) * 2016-02-18 2017-12-19 东南大学 A kind of multilayer cold formed steel is integral prefabricated to assemble house and its joining method
WO2018126307A1 (en) * 2017-01-05 2018-07-12 Nicholas Varias Modular system
JP6589918B2 (en) * 2017-03-22 2019-10-16 トヨタ自動車株式会社 Vehicle frame member
CN111472449A (en) * 2020-05-25 2020-07-31 常州工程职业技术学院 Beam column node formed by assembling frame units and light steel house frame thereof
CN111910925B (en) * 2020-07-31 2021-04-09 中国建筑第二工程局有限公司 Milk shake cup-shaped landscape decoration component and construction method thereof
DE102022201424A1 (en) * 2022-02-11 2023-08-17 Hyundai Motor Company Assembly system for connecting an upper body structure of a motor vehicle to a vehicle platform of the motor vehicle

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0978692A (en) * 1995-09-08 1997-03-25 U S Kogyo:Kk Square column connection block and beam for architectural frame and connection structure by use thereof
JPH108567A (en) * 1996-06-26 1998-01-13 Misawa Ceramic Chem Co Ltd Connection member of column and beam in frame unit
JPH10280540A (en) * 1997-04-09 1998-10-20 Toshihiro Korosue Plug-in type joint metal fitting for framework of wooden building
JP2000346027A (en) * 1999-04-01 2000-12-12 Yunitaito Kk Suspension bolt device
CN2612743Y (en) * 2003-04-24 2004-04-21 朴海天 Combined type steel skeleton system
CN100560879C (en) * 2005-03-08 2009-11-18 陈林 A kind of standardized prefabricated building
CN101016754B (en) * 2007-02-13 2010-04-14 冯葆纯 Architectural structure system of preformed hollow load-bearing wall panel and construction method
US8122671B2 (en) * 2008-08-21 2012-02-28 Mitek Holdings, Inc. Steel-frame building and method of making
CN201627265U (en) * 2010-02-03 2010-11-10 杨俊坤 Steel structured mobile tobacco curing house
CN101806095B (en) * 2010-03-15 2012-01-11 中山市快而居房屋预制件有限公司 Full-fabricated assembly overall reinforced concrete house and building method thereof
CN101845854B (en) * 2010-05-14 2011-07-27 北京工业大学 Frame beam column fire-resistant node with catenary effect and construction method thereof
CN202073185U (en) * 2011-05-05 2011-12-14 杨东佐 Beam column connection piece and building frame structure
CN102277903B (en) * 2011-05-05 2013-03-20 杨东佐 Beam and column connecting member
CN102277904B (en) * 2011-05-05 2013-03-20 杨东佐 Beam column connecting member and forming method thereof, building frame structure and installing method thereof

Also Published As

Publication number Publication date
CN102277904A (en) 2011-12-14
WO2012149829A1 (en) 2012-11-08

Similar Documents

Publication Publication Date Title
CN102277904B (en) Beam column connecting member and forming method thereof, building frame structure and installing method thereof
CN102261129B (en) Beam column connecting piece used for building
CN202099881U (en) Connector clip of building frame structure and building frame structure
CN102277907B (en) Beam-column connecting component of building frame structure
CN102251586B (en) Beam hanger, building framework structure and installation method
CN104912190B (en) Dry type joggle frame structure
CN102261130B (en) Hanging and connecting piece of building framework structure and building framework structure
CN102605858B (en) Building structure and construction method
CN102105640B (en) Geometrical structural system
CN102277906B (en) Top beam connecting component
CN202073185U (en) Beam column connection piece and building frame structure
CN202706198U (en) Building structure
CN104652671A (en) Prefabricated assembly-type concrete outer-hanging wallboard fixing device and installation method
CN102277908B (en) Plug member for building framework structure
CN105143570A (en) Building structure and construction method for same
CN105239771A (en) T-shaped section profile for aluminum alloy template and unit template structure of aluminum alloy template
CN102277905B (en) Beam hanging component, building frame structure and mounting method
CN102251585B (en) Eave connecting part, building framework structure and mounting method
CN202099882U (en) Girder hanging piece and building frame structure
CN102277903B (en) Beam and column connecting member
CN102330472B (en) Connecting element for building framework structures
CN204645343U (en) Prefabricated assembled concrete out-hung panel fastening devices
CN102261131B (en) Connector for building frame structures
CN106088579A (en) The erection method of reinforced concrete wall template
CN202248453U (en) Eave connecting part and building framework structure

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130320

Termination date: 20160505