CN110359557A - A kind of assembled architecture system based on built-in inserted plate, end plate connection bean column node - Google Patents
A kind of assembled architecture system based on built-in inserted plate, end plate connection bean column node Download PDFInfo
- Publication number
- CN110359557A CN110359557A CN201910654204.XA CN201910654204A CN110359557A CN 110359557 A CN110359557 A CN 110359557A CN 201910654204 A CN201910654204 A CN 201910654204A CN 110359557 A CN110359557 A CN 110359557A
- Authority
- CN
- China
- Prior art keywords
- plate
- girder
- module
- prop
- supporting plate
- 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.)
- Granted
Links
- 235000010627 Phaseolus vulgaris Nutrition 0.000 title claims abstract description 8
- 244000046052 Phaseolus vulgaris Species 0.000 title claims abstract description 8
- 238000011065 in-situ storage Methods 0.000 claims abstract description 12
- 238000009434 installation Methods 0.000 claims abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 43
- 239000010959 steel Substances 0.000 claims description 43
- 239000003351 stiffener Substances 0.000 claims description 8
- 241000272165 Charadriidae Species 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 239000004568 cement Substances 0.000 claims description 2
- 238000005452 bending Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 15
- 230000037431 insertion Effects 0.000 abstract 1
- 238000003780 insertion Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 9
- 238000000034 method Methods 0.000 description 4
- 101100521345 Mus musculus Prop1 gene Proteins 0.000 description 3
- 108700017836 Prophet of Pit-1 Proteins 0.000 description 3
- 230000008901 benefit Effects 0.000 description 3
- 238000013461 design Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000010923 batch production Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 1
- 239000011094 fiberboard Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/48—Special adaptations of floors for incorporating ducts, e.g. for heating or ventilating
-
- 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
- E04B2001/2415—Brackets, gussets, joining plates
-
- 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
- E04B2001/2418—Details of bolting
-
- 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
- E04B2001/2454—Connections between open and 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
- E04B2001/2484—Details of floor panels or slabs
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 assembled architecture system based on built-in inserted plate, end plate connection bean column node that the invention discloses a kind of, lower prop module includes lower prop, and the first supporting plate, first end plate and built-in inserted plate are equipped on each lower prop；Upper prop module includes upper prop, and the second supporting plate is equipped on each upper prop, and upper prop is corresponded on the built-in inserted plate of insertion lower prop and is bolted；Beam module includes girder and secondary beam, cable-through hole is reserved on the web of girder and secondary beam, the both ends of girder are equipped with the second end plate；First end plate and the second end plate, girder lower flange and the first supporting plate, girder top flange and the second supporting plate pass through the connection that bolt realizes each module.Full bolt assembled in situ can be used in beam column of the invention, and assembling speed is fast, shortens the construction period.Supporting plate with ribbing plays the role of positioning to beam, undertakes part moment of flexure.Built-in inserted plate is convenient for the installation of upper lower prop, reduces hoisting difficulty.Supporting plate and end plate with ribbing are set, realize plastic hinge.Pipeline is separated with main structure, easy access, promotes headroom.
Description
Technical field
The invention belongs to technical field of structural engineering, are related to a kind of assembled architecture system of pipeline separation, and in particular to
A kind of assembled architecture system based on built-in inserted plate, end plate connection bean column node.
Background technique
Traditional construction mode includes the processes such as formwork, live assembling reinforcement, casting concrete, construction procedure it is more and
It is unfavorable for the comprehensive allotment of personnel, construction personnel's specialization level is low, and the quality of site operation is difficult to detect and construction quality
It is difficult to ensure.Meanwhile in the construction process, a large amount of medical disposable material is needed, the significant wastage of material is caused；Also, it applies
Work it is long in time limit, the expense of personnel's wage is big.The above problem facilitates the development of assembling type steel structure system.
Assembling type steel structure has standardized designs, batch production manufacture, prefabricated construction, finishing integration and information-based pipe
The features such as reason, can be effectively reduced the labor intensity of construction site, shorten the construction period, and the green for belonging to life cycle management is built
It builds；Meanwhile without wet construction in construction site, the case where building dust, fugitive dust can be substantially reduced, to significantly reduce by applying
Pollution caused by work.Develop assembling type steel structure and build the pollution that both can have utmostly reduced to environment, reduces to substance
The consumption of resource etc.；The consumption to the construction time can be reduced again；So the application of assembling type steel structure building system seems more
That sends out is important.
Summary of the invention
Aiming at the shortcomings existing in the above problems, the present invention provides a kind of based on built-in inserted plate, end plate connection beam column section
The assembled architecture system of point, beam column of the invention can be used full bolt and carry out assembled in situ, and assembling speed is fast, shorten construction work
Phase, save the cost consume superfluous steel production capacity, with good economic efficiency and social benefit, and ensure that engineering matter
Amount；Supporting plate with ribbing is set at the upper lower flange of beam, end plate connection is set at web, improves the rigidity and carrying of node
Power moves to destroying outside position other than nodes domains, and then plays the role of protecting node, realize in earthquake resistant code " Qiang Jiedian,
The design concept of weak component ".Pipeline is separated with main structure, easy access, maintenance and upgrade, promotes headroom and space uses
Rate.
The assembled architecture system based on built-in inserted plate, end plate connection bean column node that the invention discloses a kind of, comprising: lower prop
Module (A), upper prop module (B), beam module (C) and plate module (D)；
The lower prop module (A) includes multiple lower props (2), and the first supporting plate (51), are equipped on each lower prop (2)
End plate (61) and built-in inserted plate (7)；
The upper prop module (B) includes multiple upper props (1), is equipped with the second supporting plate (52) on the upper prop (1), it is described on
It is connected on the corresponding built-in inserted plate (7) for being inserted into the lower prop (2) of column (1) and by bolt (10)；
The beam module (C) includes girder (3) and secondary beam (4), is reserved on the web of the girder (3) and secondary beam (4)
String holes (15), the corresponding first end plate (61) in the both ends of the girder (3) are equipped with the second end plate (62)；The first end
Between plate (61) and the second end plate (62), between the girder (3) lower flange and first supporting plate (51), the girder (3)
The lower prop module (A), upper prop module (B) and beam are realized by bolt (10) between top flange and second supporting plate (52)
The connection of module (C)；
The plate module (D) includes filling plate (11), and the filling plate (11) is mounted on the beam module (C) and described
The upper surface for filling plate (11) is lower than the cable-through hole (15), passes through the cable-through hole (15) for pipeline and is laid on the filling
On plate (11).
As a further improvement of the present invention, the lower prop module (A), upper prop module (B), beam module (C) and plate module
(D) be prefabricated in the factory forming, is assembled at the scene.
As a further improvement of the present invention, the lower prop module (A) includes four lower props (2)；
The side of the lower prop (2) is welded with first supporting plate (51), is provided with bolt hole on first supporting plate (51)；
It is welded with ribbed stiffener (8) on first supporting plate (51), the first end plate (61), institute are welded in the outside of the ribbed stiffener (8)
It states and is provided with bolt hole on first end plate (61)；
It is welded with the built-in inserted plate (7) at the top of the lower prop (2), is provided with bolt hole on the built-in inserted plate (7).
As a further improvement of the present invention, the upper prop module (B) includes four upper props (1)；
The side of the upper prop (1) is welded with second supporting plate (52), is provided with bolt hole on second supporting plate (52)；
Bolt hole is provided in the bottom sidewall of the upper prop (1).
As a further improvement of the present invention, three secondary beams (4) are weldingly fixed on two girders (3)；
The end of the girder (3) is welded with second end plate (62), second end plate (62) and the girder (3)
Bolt hole is provided on the lower flange of end, top flange.
As a further improvement of the present invention, the beam module (C) further includes multiple cold-formed thin-walled C steels (9) and C-type steel
Connecting plate (12)；
Multiple C-type steel connecting plates (12) are weldingly fixed on the web of two girders (3), multiple clod washes
Thin-walled C-shaped steel (9) is installed in parallel on the C-type steel connecting plate (12) by bolt (10)；
On the web of the cold-formed thin-walled C steel (9) reserve cable-through hole (15), the cold-formed thin-walled C steel (9) with it is described
Secondary beam (4) is arranged in parallel.
As a further improvement of the present invention, the girder (3), secondary beam (4) and cold-formed thin-walled C steel (9) top flange
Upper surface is in same level, and the lower flange lower surface of the girder (3) and secondary beam (4) is in same level；
Cold-formed thin-walled C steel (9) the lower flange lower surface and the upper surface of filling plate (11) are in same level, institute
The lower flange lower surface of the lower surface and the girder (3) or secondary beam (4) of stating filling plate (11) is in same level.
As a further improvement of the present invention, the lower flange lower surface of the girder (3) and first supporting plate (51)
Upper surface is in same level, and the top flange upper surface of the girder (3) and the lower surface of second supporting plate (52) are in
Same level.
As a further improvement of the present invention, when site operation, reinforcing bar (13) are bound in the girder (3), secondary beam (4)
Concrete (14), which are laid with, on the top flange upper surface of cold-formed thin-walled C steel (9), after the completion of binding forms cast-in-situ floor.
As a further improvement of the present invention, Stilt layer is constituted between the cast-in-situ floor and the filling plate (11), institute
It states in Stilt layer for pipeline installation；
First supporting plate (51), the second supporting plate (52) are supporting plate with ribbing, and the filling plate (11) is plasterboard or water
Mud fiberboard.
Compared with prior art, the invention has the benefit that
1, beam-to-column joint of the invention using being bolted entirely, are convenient in live welding operation by construction, worker operation side
Just, assembling speed is fast, and quality easily guarantees, reaches batch production modularized production, live quick assembling；
2, supporting plate with ribbing of the invention plays the role of in assembly to the pinpoint of beam, and it is curved to undertake part beam-ends
Square promotes the bearing capacity of node, prevents the upper lower flange of beam from local buckling occurs；
3, built-in inserted plate of the invention is convenient for the installation of upper lower prop module, reduces difficulty when lifting, elevator bolt hole
Precision, and built-in inserted plate can guarantee the performance that beam column cooperates；
4, the present invention is moved to other than nodes domains, and then play by the way that supporting plate and end plate with ribbing is arranged by destroying outside position
The effect of node is protected, realizes the design concept of " Qiang Jiedian, weak component " in earthquake resistant code；
It is 5, of the invention by the way that by web aperture, welding thin-walled clod wash C-type steel prevents the local buckling at web holes position,
The overall stiffness for promoting steel skeleton is laid with hydroelectric line in the Stilt layer of filling plate and cast-in-situ floor, separates with main structure,
Easy access and maintenance；
6, girder steel of the invention is not exposed, is wrapped in filling plate, plays beautiful and clean effect, is not necessarily to furred ceiling, mentions
The clear height and whole use space of structure are risen.
Detailed description of the invention
Fig. 1 is the assembled architecture body based on built-in inserted plate, end plate connection bean column node disclosed in an embodiment of the present invention
The structural schematic diagram of system；
Fig. 2 is the structural schematic diagram of the increase cast-in-situ floor in Fig. 1；
Fig. 3 is the structural schematic diagram that upper prop module is saved in Fig. 1；
Fig. 4 is the structural schematic diagram of lower prop module in Fig. 1；
Fig. 5 is the structural schematic diagram of upper prop module in Fig. 1；
Fig. 6 is the structural schematic diagram of beam module in Fig. 1；
Fig. 7 is the structural schematic diagram of Fig. 6 middle girder；
Fig. 8 is the structural schematic diagram of secondary beam in Fig. 6；
Fig. 9 is the structural schematic diagram of cold-formed thin-walled C steel in Fig. 6.
In figure:
A, lower prop module；B, upper prop module；C, beam module；D, plate module；
1, upper prop；2, lower prop；3, girder；4, secondary beam；51, the first supporting plate；52, the second supporting plate；61, first end plate；62,
Two end plates；7, built-in inserted plate；8, ribbed stiffener；9, cold-formed thin-walled C steel；10, bolt；11, plate is filled；12, C-type steel connecting plate；13,
Reinforcing bar；14, concrete；15, cable-through hole.
Specific embodiment
In order to make the object, technical scheme and advantages of the embodiment of the invention clearer, below in conjunction with the embodiment of the present invention
In attached drawing, technical scheme in the embodiment of the invention is clearly and completely described, it is clear that described embodiment is
A part of the embodiments of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, ordinary skill people
Member's every other embodiment obtained without making creative work, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", "vertical",
The orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" be based on the orientation or positional relationship shown in the drawings, merely to
Convenient for description the present invention and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation,
It is constructed and operated in a specific orientation, therefore is not considered as limiting the invention.In addition, term " first ", " second ",
" third " is used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
In the description of the present invention, it is also necessary to which explanation is unless specifically defined or limited otherwise, term " installation ",
" connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally connect
It connects；It can be mechanical connection, be also possible to be electrically connected；It can be directly connected, can also indirectly connected through an intermediary, it can
To be the connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood with concrete condition
Concrete meaning in the present invention.
The present invention is described in further detail with reference to the accompanying drawing:
As shown in Figure 1-3, the present invention provides a kind of assembled architecture body based on built-in inserted plate, end plate connection bean column node
System, comprising: lower prop modules A, upper prop module B, beam module C and plate module D；Lower prop modules A, upper prop module B, beam module C and plate
Module D is prefabricated in the factory molding, is assembled at the scene.When assembled in situ, by the girder end plate of beam module C, lower flange under
The end plate of column modules A, supporting plate with ribbing are bolted, by the supporting plate with ribbing of the girder top flange of beam module C and upper prop module B
It is bolted, upper prop module B and lower prop modules A are passed through into built-in inserted plate and is connected by screw bolts.Beam module C girder,
Secondary beam and C-type steel reserving hole are laid with pipeline, and 13 casting concrete 14 of surface assembling reinforcement on it forms cast-in-situ floor.This hair
Bright beam column using being bolted entirely, and assembling speed is fast, and quality easily guarantees；Pipeline is separated with main structure, easy access and dimension
Shield promotes headroom and space utilization rate；Supporting plate with ribbing plays the role of positioning to beam, and undertakes part moment of flexure；Built-in inserted plate is convenient for upper
The installation of lower prop reduces hoisting difficulty；Supporting plate and end plate with ribbing are set, realize plastic hinge.
It is specific:
As shown in Fig. 1,4, lower prop modules A of the invention includes lower prop 2, the first supporting plate 51, first end plate 61, built-in inserted plate 7
With ribbed stiffener 8, the first supporting plate 51 is supporting plate with ribbing；Wherein, the side of each lower prop 2 is welded with the first supporting plate 51, the first supporting plate
It is provided with bolt hole on 51, the lower flange of connection girder 3 is passed through for bolt 10；Ribbed stiffener 8, ribbed stiffener are welded on first supporting plate 51
First end plate 61 is welded in 8 outside, is provided with bolt hole in first end plate 61, and the second end plate of connection girder 3 is passed through for bolt 10
62；The top of lower prop 2 is welded with built-in inserted plate 7, is provided with bolt hole on built-in inserted plate 7, passes through connection upper prop 1 for bolt 10；That is, interpolation
The three face weld all around of 7 lower half portion of plate and 2 inner surface of lower prop, the upper half separate bolt hole.
As shown in figure 5, upper prop module B of the invention includes upper prop 1 and the second supporting plate 52, the second supporting plate 52 is support with ribbing
Plate；The side of each upper prop 1 is welded with the second supporting plate 52, is provided with bolt hole on the second supporting plate 52, passes through connection master for bolt 10
The top flange of beam 3.
As Figure 6-9, beam module C of the invention includes two girders, 3, three secondary beams 4, more cold-formed thin-walled C steels 9
With C-type steel connecting plate 12；The end of girder 3 is welded with the second end plate 62, the lower flange of 3 end of the second end plate 62 and girder, on
It is provided with bolt hole on the edge of a wing, connection first end plate 61, the first supporting plate 51 and the second supporting plate 52 are passed through for bolt 10, to pass through spiral shell
The connection of bolt 10 realization lower prop modules A, upper prop module B and beam module C.Wherein, three secondary beams 4 of the invention are weldingly fixed on two
On root girder 3；Multiple C-type steel connecting plates 12 are weldingly fixed on the web of two girders 3, and multiple cold-formed thin-walled C steels 9 pass through
Bolt 10 is installed in parallel on C-type steel connecting plate 12, and cold-formed thin-walled C steel 9 is arranged in parallel with secondary beam 4.The present invention girder 3,
Cable-through hole 15 is reserved on the web of secondary beam 4 and cold-formed thin-walled C steel 9, is used for pipeline installation.
Further, the top flange upper surface of girder 3 of the invention, secondary beam 4 and cold-formed thin-walled C steel 9 is in same level
The lower flange lower surface of face, girder 3 and secondary beam 4 is in same level；9 lower flange lower surface of cold-formed thin-walled C steel and filling
The upper surface of plate 11 is in same level, fills the lower surface of plate 11 and the lower flange lower surface of girder 3 or secondary beam 4 is in same
One horizontal plane.
Further, the lower flange lower surface of girder 3 of the invention and the upper surface of the first supporting plate 51 are in same level,
The top flange upper surface of girder 3 and the lower surface of the second supporting plate 52 are in same level.
As shown in Fig. 2, plate module D of the invention includes filling plate 11, i.e. plasterboard or cement fibrolite plate；Fill plate 11
It is mounted on beam module C and the upper surface for filling plate 11 is lower than cable-through hole 15, pass through cable-through hole 15 for pipeline and be laid on filling
On plate 11.
The present invention is during on-site construction:
It installs, is installed by bolt 10 or by lower prop modules A, upper prop module B, the beam module C with plate module D
Afterwards, in the 15 position pipeline installation of cable-through hole of girder 3, secondary beam 4 and cold-formed thin-walled C steel 9；Then, reinforcing bar 13 is bound in master
Concrete 14, which is laid with, on the top flange upper surface of beam 3, secondary beam 4 and cold-formed thin-walled C steel 9, after the completion of binding forms cast-in-situ floor,
Stilt layer is constituted between cast-in-situ floor and filling plate 11.
These are only the preferred embodiment of the present invention, is not intended to restrict the invention, for those skilled in the art
For member, the invention may be variously modified and varied.All within the spirits and principles of the present invention, it is made it is any modification,
Equivalent replacement, improvement etc., should all be included in the protection scope of the present invention.
Claims (10)
1. a kind of assembled architecture system based on built-in inserted plate, end plate connection bean column node characterized by comprising lower prop mould
Block (A), upper prop module (B), beam module (C) and plate module (D)；
The lower prop module (A) includes multiple lower props (2), is equipped with the first supporting plate (51), first end on each lower prop (2)
Plate (61) and built-in inserted plate (7)；
The upper prop module (B) includes multiple upper props (1), is equipped with the second supporting plate (52), the upper prop on the upper prop (1)
(1) it is connected on the corresponding built-in inserted plate (7) for being inserted into the lower prop (2) and by bolt (10)；
The beam module (C) includes girder (3) and secondary beam (4), and cable-through hole is reserved on the web of the girder (3) and secondary beam (4)
(15), the corresponding first end plate (61) in the both ends of the girder (3) is equipped with the second end plate (62)；The first end plate
(61) between the second end plate (62), between the girder (3) lower flange and first supporting plate (51), on the girder (3)
The lower prop module (A), upper prop module (B) and beam form are realized by bolt (10) between the edge of a wing and second supporting plate (52)
The connection of block (C)；
The plate module (D) includes filling plate (11), and the filling plate (11) is mounted on the beam module (C) and the filling
The upper surface of plate (11) is lower than the cable-through hole (15), passes through the cable-through hole (15) for pipeline and is laid on the filling plate
(11) on.
2. assembled architecture system as described in claim 1, which is characterized in that the lower prop module (A), upper prop module (B),
Beam module (C) and plate module (D) are prefabricated in the factory forming, are assembled at the scene.
3. assembled architecture system as described in claim 1, which is characterized in that the lower prop module (A) includes four lower props
(2)；
The side of the lower prop (2) is welded with first supporting plate (51), is provided with bolt hole on first supporting plate (51)；It is described
It being welded on first supporting plate (51) ribbed stiffener (8), the first end plate (61) is welded in the outside of the ribbed stiffener (8), and described the
End plate is provided with bolt hole on (61)；
It is welded with the built-in inserted plate (7) at the top of the lower prop (2), is provided with bolt hole on the built-in inserted plate (7).
4. assembled architecture system as claimed in claim 3, which is characterized in that the upper prop module (B) includes four upper props
(1)；
The side of the upper prop (1) is welded with second supporting plate (52), is provided with bolt hole on second supporting plate (52)；
Bolt hole is provided in the bottom sidewall of the upper prop (1).
5. assembled architecture system as described in claim 1, which is characterized in that three secondary beams (4) are weldingly fixed on two
On girder described in root (3)；
The end of the girder (3) is welded with second end plate (62), second end plate (62) and the girder (3) end
Lower flange, be provided with bolt hole on top flange.
6. assembled architecture system as claimed in claim 5, which is characterized in that the beam module (C) further includes multiple clod washes
Thin-walled C-shaped steel (9) and C-type steel connecting plate (12)；
Multiple C-type steel connecting plates (12) are weldingly fixed on the web of two girders (3), multiple cold bending thin walls
C-type steel (9) is installed in parallel on the C-type steel connecting plate (12) by bolt (10)；
Cable-through hole (15) are reserved on the web of the cold-formed thin-walled C steel (9), the cold-formed thin-walled C steel (9) and the secondary beam
(4) it is arranged in parallel.
7. assembled architecture system as claimed in claim 6, which is characterized in that the girder (3), secondary beam (4) and clod wash are thin
The top flange upper surface of wall C-type steel (9) is in same level, and the lower flange lower surface of the girder (3) and secondary beam (4) is in
Same level；
Cold-formed thin-walled C steel (9) the lower flange lower surface and the upper surface of filling plate (11) are in same level, described to fill out
The lower flange lower surface of the lower surface and the girder (3) or secondary beam (4) of filling plate (11) is in same level.
8. assembled architecture system as claimed in claim 7, which is characterized in that the lower flange lower surface of the girder (3) with
The upper surface of first supporting plate (51) is in same level, the top flange upper surface of the girder (3) and second support
The lower surface of plate (52) is in same level.
9. assembled architecture system as described in claim 1, which is characterized in that when site operation, reinforcing bar (13) binding is existed
On the top flange upper surface of the girder (3), secondary beam (4) and cold-formed thin-walled C steel (9), concrete is laid with after the completion of binding
(14) cast-in-situ floor is formed.
10. assembled architecture system as claimed in claim 9, which is characterized in that the cast-in-situ floor and the filling plate
(11) Stilt layer is constituted between, is used for pipeline installation in the Stilt layer；
First supporting plate (51), the second supporting plate (52) are supporting plate with ribbing, and the filling plate (11) is that plasterboard or cement are fine
Tie up plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910654204.XA CN110359557B (en) | 2019-07-19 | 2019-07-19 | Assembly type building system based on inner insertion plate and end plate connecting beam column node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910654204.XA CN110359557B (en) | 2019-07-19 | 2019-07-19 | Assembly type building system based on inner insertion plate and end plate connecting beam column node |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110359557A true CN110359557A (en) | 2019-10-22 |
| CN110359557B CN110359557B (en) | 2020-10-30 |
Family
ID=68221212
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910654204.XA Active CN110359557B (en) | 2019-07-19 | 2019-07-19 | Assembly type building system based on inner insertion plate and end plate connecting beam column node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110359557B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115030300A (en) * | 2022-04-13 | 2022-09-09 | 开封市黄河钢结构有限公司 | Structural device of steel structure connecting node |
| CN117344900A (en) * | 2023-12-06 | 2024-01-05 | 中建六局建设发展有限公司 | Novel fully-assembled floor system and construction method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07216988A (en) * | 1994-02-09 | 1995-08-15 | Kajima Corp | Joint structure of steel framed column-steel framed beam |
| JPH10227064A (en) * | 1997-02-18 | 1998-08-25 | Housing Tamura:Kk | Post jointing method |
| JP2000045385A (en) * | 1998-07-31 | 2000-02-15 | Sekisui House Ltd | Joint structure between column and beam |
| US6073405A (en) * | 1995-12-22 | 2000-06-13 | Icf Kaiser Engineers, Inc. | Fitting for effecting bolted connection between a beam and a column in a steel frame structure |
| CN202577704U (en) * | 2012-01-13 | 2012-12-05 | 湖北弘毅建筑装饰工程有限公司 | Composite floor slab for steel structure building |
| CN106812214A (en) * | 2017-01-17 | 2017-06-09 | 北京工业大学 | A kind of assembling type steel structure beam column node connection device |
| CN109707091A (en) * | 2019-01-30 | 2019-05-03 | 北京工业大学 | A kind of assembled stealth beam laminated floor slab for the pipeline separation installed from up to down |
-
2019
- 2019-07-19 CN CN201910654204.XA patent/CN110359557B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07216988A (en) * | 1994-02-09 | 1995-08-15 | Kajima Corp | Joint structure of steel framed column-steel framed beam |
| US6073405A (en) * | 1995-12-22 | 2000-06-13 | Icf Kaiser Engineers, Inc. | Fitting for effecting bolted connection between a beam and a column in a steel frame structure |
| JPH10227064A (en) * | 1997-02-18 | 1998-08-25 | Housing Tamura:Kk | Post jointing method |
| JP2000045385A (en) * | 1998-07-31 | 2000-02-15 | Sekisui House Ltd | Joint structure between column and beam |
| CN202577704U (en) * | 2012-01-13 | 2012-12-05 | 湖北弘毅建筑装饰工程有限公司 | Composite floor slab for steel structure building |
| CN106812214A (en) * | 2017-01-17 | 2017-06-09 | 北京工业大学 | A kind of assembling type steel structure beam column node connection device |
| CN109707091A (en) * | 2019-01-30 | 2019-05-03 | 北京工业大学 | A kind of assembled stealth beam laminated floor slab for the pipeline separation installed from up to down |
Non-Patent Citations (1)
| Title |
|---|
| 张爱林等: "带悬臂梁段端板连接装配式钢结构节点非线性静力分析", 《钢结构》 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115030300A (en) * | 2022-04-13 | 2022-09-09 | 开封市黄河钢结构有限公司 | Structural device of steel structure connecting node |
| CN115030300B (en) * | 2022-04-13 | 2024-02-06 | 开封市黄河钢结构有限公司 | Structure device of steel structure connecting node |
| CN117344900A (en) * | 2023-12-06 | 2024-01-05 | 中建六局建设发展有限公司 | Novel fully-assembled floor system and construction method |
| CN117344900B (en) * | 2023-12-06 | 2024-02-20 | 中建六局建设发展有限公司 | Novel fully-assembled floor system and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110359557B (en) | 2020-10-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108951870B (en) | Construction method of low-rise fully-assembled concrete shear wall structure system | |
| CN201567530U (en) | Assembly-type combined box girder and component unit body | |
| CN108951869B (en) | Low-rise fully-assembled concrete shear wall structure system | |
| CN110359558A (en) | A kind of assembled architecture system based on built-in inserted plate, clamping plate connection bean column node | |
| CN214696113U (en) | Connection structure of assembled prefabricated floor and composite beam | |
| CN103266720A (en) | Combination beam with steel beam and belly poured with concrete | |
| CN112502714B (en) | Assembled shaft barrel structure and design and construction method | |
| CN110359557A (en) | A kind of assembled architecture system based on built-in inserted plate, end plate connection bean column node | |
| CN105952062A (en) | Prefabricated floor slab reinforcement cage member, floor slab, member assembling method and floor slab construction method | |
| CN115596000A (en) | Prefabricated raft-shaped foundation component, assembled raft-shaped foundation and house | |
| CN210177680U (en) | Prefabricated excrement ditch of combination formula convenient to on-spot is assembled | |
| CN106013784A (en) | Angle iron frame template and construction method | |
| CN103321153A (en) | Construction method for medium and small span trough girder bridge | |
| CN219671054U (en) | Steel-concrete combined small box girder prefabricated by integral hoisting | |
| CN109610707B (en) | Assembly structure with parallel and level prefabricated steel beams and floor slab and rapid construction method | |
| CN109707069B (en) | Detachable prefabricated modular shear wall based on profile steel connection and assembling method thereof | |
| CN215629294U (en) | Bent cap structure and pier | |
| CN211714016U (en) | Assembled underground pipe gallery | |
| CN207998964U (en) | The assembled floorslab with bars of reserved anchor hole and horse tooth trough overlap edge construction | |
| CN210658451U (en) | Open cut method composite assembly formula underground structure | |
| CN113250070A (en) | Capping beam structure, pier and pier construction method | |
| CN114232477A (en) | Construction method of steel plate concrete composite structure | |
| CN111501518A (en) | Prefabricated assembled narrow-web combined box girder structure and construction method thereof | |
| CN221546014U (en) | Assembled precast concrete outer wall component | |
| CN111827708A (en) | Template construction method for repairing and transforming reinforced concrete buildings of historical industrial buildings |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240416 Address after: Room 318, 7th floor, unit 2, building 1, No. 27, Qinglong Street, Qingyang District, Chengdu, Sichuan 610000 Patentee after: Chengdu Furui Technology Co.,Ltd. Country or region after: China Address before: 100124 No. 100 Chaoyang District Ping Tian Park, Beijing Patentee before: Beijing University of Technology Country or region before: China |
|
| TR01 | Transfer of patent right |