CN205712591U - A kind of assembled steel-concrete frame shear wall building system - Google Patents

A kind of assembled steel-concrete frame shear wall building system Download PDF

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Publication number
CN205712591U
CN205712591U CN201620307210.XU CN201620307210U CN205712591U CN 205712591 U CN205712591 U CN 205712591U CN 201620307210 U CN201620307210 U CN 201620307210U CN 205712591 U CN205712591 U CN 205712591U
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China
Prior art keywords
reinforcing bar
steel
wall
frame reinforcing
plate
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Expired - Fee Related
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CN201620307210.XU
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Chinese (zh)
Inventor
陈星�
吴桂广
周融夏
韦小松
梁建荣
杨栋
焦柯
赖鸿立
李宁
林泳
张小梁
李振兴
苏恒强
陈昊
刘晓琴
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Shanghai Ruiyi Real Estate Development Co Ltd
Architectural Design and Research Institute of Guangdong Province
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Shanghai Ruiyi Real Estate Development Co Ltd
Architectural Design and Research Institute of Guangdong Province
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

The utility model discloses a kind of assembled steel concrete frame shear wall building system, including the shear wall being attached by frame-shear-wall structure, beam, post, floor, internal partition wall and exterior wall, wherein, exterior wall be provided with the assembled self-locking of rectangle wall window W connect whole water exterior wall, beam is U-shaped composite beam, post is steel concrete column, shear wall is steel plate shear force wall, floor is full precast floor slab B10, wherein, girder steel is preferably U-shaped composite beam L10.This utility model can improve the assembly rate of frame-shear wall building system, its the highest assembly rate can reach more than 90%, and, the component composition frame-shear wall building system using steel-concrete structure can be effectively reduced the weight of structure, reduce basic load and the seismic force of structure, effectively reducing structural cost, this utility model has the advantage that assembly rate is high, speed of application is fast, short construction period, cost reduce.

Description

A kind of assembled steel - Concrete frame shear wall building system
Technical field
This utility model relates to a kind of assembled steel-concrete frame shear wall building system.
Background technology
The General Office of the State Council puts into effect " the some suggestions about advancing housing industrialization to improve housing quality " for 1999, on January 1st, 2013, with No. 1 civilian form in 2013, forwarded the Committee of Development and Reform, firmly build portion's " green building action scheme " ((2013) No. 1 adnexaes 1 are sent out by the Office of the State Council), file important requirement fully realizes Developing Green building action, and " promotion building industrialization " is listed in one of ten big vital tasks.
Prefabricated and the assembled arthitecutral structure system that various places are implemented at present is mainly prefabricated assembled concrete structural system, steel structure system.Owing to the element factory metaplasia of steel structure system itself is produced and Assembling construction characteristic, meet " four change " requirement of building industrialization at the very start, the management system matched with building industrialization requirement is all defined, so the prefabricated difficult point developed with assembled arthitecutral structure system is at concrete structural system at aspects such as industrial chain tissue, technical qualification, business accounting.The prefabrication and assembly construction rate of frame structure and shear wall structure is higher at present, and the assembly rate of general structure is 35% ~ 75%, and the assembly rate of end item reaches 80%, and frame shear wall structure ratio is relatively low.
The new stress form that frame-shear-wall structure is made up of two kinds of different lateral resisting structures of framework and shear wall structure, so its framework is different from the framework in pure frame structure, shear wall in frame-shear structure also different from the shear wall in shear wall structure.Because, at lower floor, the displacement of shear wall is less, it hauls framework by flexure type curve deformation, shear wall bears major part horizontal force, upper floor is the most contrary, shear wall displacement is increasing, there is the trend in outside, framework then has the trend of interior receipts, framework draws shear wall by shearing-type curve deformation, framework is in addition to the horizontal force that burden external load produces, also added burden additional horizontal force that shearing is pulled back, shear wall is not only not subject to the horizontal force that load produces, also as give one additional horizontal force of framework and bear negative shear, so, even if the story shearing force that upper floor external load produces is the least, framework also occurs sizable shearing.Frame-shear wall is used for little high residential building.
For the high-rise normal concrete frame-shear-wall structure structure that span is bigger, when depth of beam is limited, vertical cross-section can not the biggest time, thus cause deck-molding too small, steel using amount is excessive, and vertical member is too small, it is difficult to meet requirement for bearing capacity.
Further, current body of wall bulk mainly has autoclave aerated concrete building block, normal concrete small hollow block and lightweight small size hollow concrete blocks etc..These bodies of wall from great, long construction period, be unfavorable for industrialized production.Under country carries forward vigorously the overall background of housing industrialization, fabricated exterior wall just seems necessary.
nullAs shown in Figure 1，Chinese utility model patent ZL201320455988.1 discloses a kind of light-gauge steel section compound external wall panel，It uses articulated constuction，By outer panels 12、Wainscot 1、Steel skeleton、Internal reinforcing bar 5 and foamed concrete 13 form，Outer panels 12 and wainscot 1 are respectively and fixedly installed on outer face and the inner face of steel skeleton，Foamed concrete 13 is cast in the concreting inner chamber of steel skeleton，In internal reinforcing bar 5 is arranged on steel skeleton and be embedded in foamed concrete 13，Wherein，Steel skeleton is by the horizontal Os Draconis of inner side light-gauge steel section 2、The outside horizontal Os Draconis of light-gauge steel section 8、Middle light-gauge steel section centre keel 4 and upper and lower U-shaped reinforcing bar 6 form，Middle light-gauge steel section centre keel 4 is made up of both sides U-shaped light-gauge steel section centre keel and spaced inner thin-walled shaped steel centre keel，And，Inner thin-walled shaped steel centre keel web is interval with funnel-shaped hole 4-1.
Light-gauge steel section compound external wall panel disclosed in above-mentioned Chinese utility model patent ZL201320455988.1 has the disadvantage that
First, need to use connecting plate to add bolt during each reinforcing bar composition steel skeleton and be attached, connected mode is time-consuming, loaded down with trivial details；
Second, exterior wall needs additional internal reinforcing bar, and slowed down speed of application；
3rd, each reinforcing bar of composition steel skeleton all uses cold bending thin wall channel members, and steel using amount is big, cost is high.
Utility model content
Technical problem to be solved in the utility model is: provide a kind of assembled steel-concrete frame shear wall building system.
Solving above-mentioned technical problem, the technical scheme that this utility model is used is as follows:
A kind of assembled steel-concrete frame shear wall building system, including the shear wall being attached by frame-shear-wall structure, beam, post, floor, internal partition wall and exterior wall, it is characterized in that: the exterior wall in described assembled steel-concrete frame shear wall building system is to be provided with the assembled self-locking of rectangle wall window to connect and whole water exterior wall, this assembled self-locking connects the whole exterior wall that waters by outer panels, wainscot, steel skeleton and foamed concrete composition, described outer panels and wainscot are respectively and fixedly installed on outer face and the inner face of described steel skeleton, described foamed concrete is cast in the concreting inner chamber of described steel skeleton；
nullDescribed steel skeleton is the self-locking steel skeleton being provided with steel skeleton unit，Described steel skeleton unit is by left window frame reinforcing bar、Right window frame reinforcing bar、Upper window frame reinforcing bar、Lower window frame reinforcing bar、Left wall frame reinforcing bar、Right wall frame reinforcing bar、Upper left wall frame reinforcing bar、Wall frame reinforcing bar in upper、Upper right wall frame reinforcing bar、Bottom left wall frame reinforcing bar、Wall frame reinforcing bar in lower、Bottom right wall frame reinforcing bar、Upper left body of wall reinforcing bar、Upper right body of wall reinforcing bar、Lower-left body of wall reinforcing bar、Bottom right body of wall reinforcing bar and Duo Gen middle wall body reinforcing bar connect composition by self-locking manner，This self-locking manner is: described left window frame reinforcing bar and right window frame reinforcing bar all use channel-section steel，Described upper window frame reinforcing bar、Lower window frame reinforcing bar、Upper left wall frame reinforcing bar、Wall frame reinforcing bar in upper、Upper right wall frame reinforcing bar、Bottom left wall frame reinforcing bar、Wall frame reinforcing bar in lower、Bottom right wall frame reinforcing bar、Upper left body of wall reinforcing bar、Upper right body of wall reinforcing bar、Lower-left body of wall reinforcing bar and bottom right body of wall reinforcing bar all use narrow gap angle steel pair，Described left wall frame reinforcing bar、Right wall frame reinforcing bar and middle wall body reinforcing bar all use broad gap angle steel pair，Described narrow gap angle steel to and broad gap angle steel form by outboard angle and inner side angle steel，The interior angle side of described outboard angle and inner side angle steel is oppositely arranged、Parallel edges is arranged in parallel、Coplanar limit is in the same plane and leaves gap，The gap, coplanar limit of described narrow gap angle steel pair is less than the gap, coplanar limit of described broad gap angle steel pair；nullDescribed left wall frame reinforcing bar、Left window frame reinforcing bar、Right window frame reinforcing bar and right wall frame reinforcing bar are isometric and the most vertically arranged，The groove of described left window frame reinforcing bar is arranged to the left，The groove of described right window frame reinforcing bar is arranged to the right，Described upper left wall frame reinforcing bar、Upper left body of wall reinforcing bar、Lower-left body of wall reinforcing bar and bottom left wall frame reinforcing bar the most from top to bottom arrange and one end is both connected on left wall frame reinforcing bar、The other end is both connected on left window frame reinforcing bar，Described middle wall frame reinforcing bar、Upper window frame reinforcing bar、Lower window frame reinforcing bar and lower middle wall frame reinforcing bar the most from top to bottom arrange and one end is both connected on described left window frame reinforcing bar、The other end is both connected on right window frame reinforcing bar，Described upper right wall frame reinforcing bar、Upper right body of wall reinforcing bar、Bottom right body of wall reinforcing bar and bottom right wall frame reinforcing bar the most from top to bottom arrange and one end is both connected on described right window frame reinforcing bar、The other end is both connected on right wall frame reinforcing bar，Described upper left wall frame reinforcing bar、In upper, wall frame reinforcing bar and upper right wall frame reinforcing bar are positioned in same level，Described upper left body of wall reinforcing bar、Upper window frame reinforcing bar and upper right body of wall reinforcing bar are positioned in same level，Described lower-left body of wall reinforcing bar、Lower window frame reinforcing bar and bottom right body of wall reinforcing bar are positioned in same level，Described bottom left wall frame reinforcing bar、In lower, wall frame reinforcing bar and bottom right wall frame reinforcing bar are positioned in same level，Described upper left wall frame reinforcing bar is concordant with the upper end of left wall frame reinforcing bar，Described bottom left wall frame reinforcing bar is concordant with the lower end of left wall frame reinforcing bar，At least described middle wall body reinforcing bar one end between described upper left body of wall reinforcing bar and lower-left body of wall reinforcing bar is connected on left wall frame reinforcing bar、The other end is connected on left window frame reinforcing bar，At least described middle wall body reinforcing bar one end between described upper right body of wall reinforcing bar and bottom right body of wall reinforcing bar is connected on right window frame reinforcing bar、The other end is connected on right wall frame reinforcing bar，At least described middle wall body reinforcing bar one end between described left window frame reinforcing bar and right window frame reinforcing bar is connected on middle wall frame reinforcing bar、The other end is connected on upper window frame reinforcing bar，At least described middle wall body reinforcing bar one end between described left window frame reinforcing bar and right window frame reinforcing bar is connected on lower window frame reinforcing bar、The other end is connected on lower middle wall frame reinforcing bar；nullWherein，Described left wall frame reinforcing bar and the connection node of upper left wall frame reinforcing bar、Connection node with upper left body of wall reinforcing bar、Connection node with lower-left body of wall reinforcing bar、Connection node with bottom left wall frame reinforcing bar、It is the 4th category node with the connection node of middle wall body reinforcing bar，Described left window frame reinforcing bar and upper left wall frame reinforcing bar and the connection node of upper middle wall frame reinforcing bar、With upper left body of wall reinforcing bar and the connection node of upper window frame reinforcing bar、With lower-left body of wall reinforcing bar and the connection node of lower window frame reinforcing bar、It is first kind node with the connection node of bottom left wall frame reinforcing bar and lower middle wall frame reinforcing bar，Described left window frame reinforcing bar is Equations of The Second Kind node with the connection node of middle wall body reinforcing bar，Described right window frame reinforcing bar and upper middle wall frame reinforcing bar and the connection node of upper right wall frame reinforcing bar、With upper window frame reinforcing bar and the connection node of upper right body of wall reinforcing bar、With lower window frame reinforcing bar and the connection node of bottom right body of wall reinforcing bar、It is first kind node with the connection node of lower middle wall frame reinforcing bar and bottom right wall frame reinforcing bar，Described right window frame reinforcing bar is Equations of The Second Kind node with the connection node of middle wall body reinforcing bar，Described right wall frame reinforcing bar and the connection node of upper right wall frame reinforcing bar、Connection node with upper right body of wall reinforcing bar、Connection node with bottom right body of wall reinforcing bar、Connection node with bottom right wall frame reinforcing bar、It is the 4th category node with the connection node of middle wall body reinforcing bar，Described middle wall body reinforcing bar and the connection node of upper middle wall frame reinforcing bar、Connection node with upper window frame reinforcing bar、Connection node with lower window frame reinforcing bar、It is the 3rd category node with the connection node of lower middle wall frame reinforcing bar；
The window surrounded by described left window frame reinforcing bar, upper window frame reinforcing bar, right window frame reinforcing bar and lower window frame reinforcing bar is described assembled self-locking and connects the whole rectangle wall window watering exterior wall, and the internal hollow space in addition to space, described rectangle wall window place of described steel skeleton unit belongs to the concreting inner chamber of described steel skeleton.
Wherein, the version of described first kind node is: the end of described narrow gap angle steel pair is connected on a described channel-section steel by two by four L-shaped steel nails, and one pair of which is positioned at the groove side of this channel-section steel, another is pointed to the rear side of this channel-section steel, i.e. for being positioned at the narrow gap angle steel pair of groove side, the coplanar limit of its outboard angle and inner side angle steel all offers the L-shaped breach being positioned at end, parallel edges all has the through hole near described L-shaped breach, the long leg of described L-shaped breach is close to described parallel edges and is arranged, the end, coplanar limit of described outboard angle and inner side angle steel is all welded with the steel plate with holes of the short leg being positioned at described L-shaped breach；For being positioned at the narrow gap angle steel pair of rear side, the end of its outboard angle and inner side angle steel is all welded with the steel plate with holes being positioned at interior angle side；The web of described channel-section steel has the interior side through hole of wing plate inside it and outer side through hole for wing plate outside it corresponding to described first kind node position, and the inner side wing plate of described channel-section steel and outside wing plate both correspond to described first kind node position and have a through hole；nullThe outside wing plate of described channel-section steel is inserted in the L-shaped breach long leg of described outboard angle、Inner side wing plate is inserted in the L-shaped breach long leg of described inner side angle steel，A described L-shaped steel nail in this first kind node is positioned at outboard angle parallel edges through hole and the outside wing plate through hole of groove side described in passing、A piece described L-shaped steel nail is welded on, described in passing, the steel plate through hole with holes being positioned in rear side outboard angle、Near the through hole of outside wing plate be welded on the steel plate through hole with holes being positioned in groove side outboard angle on web、A piece described L-shaped steel nail is positioned at inner side angle steel parallel edges through hole and the inner side wing plate through hole of groove side described in passing、L-shaped steel nail described in last root is welded on, described in passing, the steel plate through hole with holes being positioned at inside rear side on angle steel、Near the through hole of inner side wing plate be welded on the steel plate through hole with holes being positioned at inside groove side on angle steel on web；
The version of described Equations of The Second Kind node is: the end of narrow gap angle steel pair described in a pair is connected on a described channel-section steel by two L-shaped steel nails and is positioned at the groove side of this channel-section steel, i.e. this is positioned at the narrow gap angle steel pair of groove side, the coplanar limit of its outboard angle and inner side angle steel all offer be positioned at the L-shaped breach of end, parallel edges all has the through hole near described L-shaped breach, the long leg of described L-shaped breach is close to described parallel edges and is arranged；The inner side wing plate of described channel-section steel and outside wing plate both correspond to described Equations of The Second Kind node position and have a through hole；The outside wing plate of described channel-section steel is inserted in the L-shaped breach long leg of described outboard angle, inner side wing plate is inserted in the L-shaped breach long leg of described inner side angle steel, a described L-shaped steel nail in this Equations of The Second Kind node pass described in be positioned at L-shaped steel nail described in the outboard angle parallel edges through hole of groove side and outside wing plate through hole, another root pass described in be positioned at inner side angle steel parallel edges through hole and the inner side wing plate through hole of groove side；
The version of described 3rd category node is: the end of broad gap angle steel pair described in a pair is connected to narrow gap angle steel described in a pair to upper by two L-shaped steel nails, i.e. the outboard angle of this broad gap angle steel pair and the coplanar limit of inner side angle steel all offer be positioned at the yi word pattern breach of end, parallel edges all has the through hole near described yi word pattern breach, the described parallel edges of being close to of described yi word pattern breach is arranged；Narrow gap angle steel all has a through hole to outboard angle parallel edges and the inner side angle steel parallel edges corresponding to described 3rd category node position；The outboard angle parallel edges of described narrow gap angle steel pair is inserted in the yi word pattern breach of described outboard angle, inner side angle steel parallel edges is inserted in the yi word pattern breach of described inner side angle steel, and a described L-shaped steel nail in the 3rd category node is through L-shaped steel nail described in the outboard angle parallel edges through hole of described narrow gap angle steel pair and the outboard angle parallel edges through hole of broad gap angle steel pair, another root through the inner side angle steel parallel edges through hole of described narrow gap angle steel pair and the inner side angle steel parallel edges through hole of broad gap angle steel pair；
The version of described 4th category node is: the end of narrow gap angle steel pair described in a pair is connected to broad gap angle steel described in a pair to upper by two L-shaped steel nails, i.e. the outboard angle of this narrow gap angle steel pair and the parallel edges of inner side angle steel all has the through hole near end；Broad gap angle steel all has a through hole to outboard angle parallel edges and the inner side angle steel parallel edges corresponding to described 4th category node position；A described L-shaped steel nail in 3rd category node is through L-shaped steel nail described in the outboard angle parallel edges through hole of described narrow gap angle steel pair and the outboard angle parallel edges through hole of broad gap angle steel pair, another root through the inner side angle steel parallel edges through hole of described narrow gap angle steel pair and the inner side angle steel parallel edges through hole of broad gap angle steel pair.
In order to improve the intensity of steel skeleton, as a kind of improvement of the present utility model, described steel skeleton unit is additionally provided with many diagonal brace reinforcing bars；Described left wall frame reinforcing bar, left window frame reinforcing bar, it is positioned at each middle wall body reinforcing bar of described lower window frame reinforcing bar place horizontal plane lower position, in right window frame reinforcing bar and right wall frame reinforcing bar, two reinforcing bars that arbitrarily left and right is adjacent are respectively connected with a described diagonal brace reinforcing bar between the position of described lower window frame reinforcing bar place horizontal plane lower position, and, each diagonal brace reinforcing bar forms the jaggies shape extended from left to right, wherein, the diagonal brace reinforcing bar being positioned at leftmost is arranged with the most upwardly extending state, the diagonal brace reinforcing bar being positioned at rightmost is arranged with the state downwardly extended from left to right.
As a kind of embodiment of the present utility model, described diagonal brace reinforcing bar use narrow gap angle steel to and its end there is inclined end face, the described diagonal brace reinforcing bar left part being positioned at leftmost and the connection node of described left wall frame reinforcing bar, the connection node of the described diagonal brace reinforcing bar right part and described right wall frame reinforcing bar being positioned at rightmost is the 4th category node, adjacent two diagonal brace reinforcing bars and the connection node of described left window frame reinforcing bar, adjacent two diagonal brace reinforcing bars and the connection node of described right window frame reinforcing bar, adjacent two diagonal brace reinforcing bars are the 5th category node with the connection node of middle wall body reinforcing bar；The version of described 5th category node is: have additional two described L-shaped steel nails on the basis of described first kind node.
As a kind of improvement of the present utility model, described steel skeleton unit belongs in the hollow space of described concreting inner chamber, between described left wall frame reinforcing bar and right wall frame reinforcing bar, drawknot has one to be positioned at above described rectangle wall window and horizontally disposed deformed bar and one are positioned at below described rectangle wall window and horizontally disposed deformed bar, between described upper left wall frame reinforcing bar and bottom left wall frame reinforcing bar, drawknot has a deformed bar being vertically arranged, between described upper right wall frame reinforcing bar and bottom right wall frame reinforcing bar, drawknot has a deformed bar being vertically arranged, between described left wall frame reinforcing bar and upper middle wall frame reinforcing bar, between described middle wall frame reinforcing bar and right wall frame reinforcing bar, between described right wall frame reinforcing bar and lower middle wall frame reinforcing bar, between described lower middle wall frame reinforcing bar and left wall frame reinforcing bar, equal drawknot has a deformed bar being obliquely installed.
As a kind of embodiment of the present utility model, described assembled self-locking connects the whole exterior wall that waters and has additional at least one described rectangle wall window, described steel skeleton is provided with the described steel skeleton unit identical with described rectangle wall window quantity, each steel skeleton unit horizontal is arranged, further, in two adjacent described steel skeleton unit, the right wall frame reinforcing bar of left steel skeleton unit and the left wall frame reinforcing bar of right steel skeleton unit coincide and are fixedly connected into one.
As preferred implementation of the present utility model, described channel-section steel is that standard-sized cold bending thin wall channel-section steel, described outboard angle and inner side angle steel are standard-sized cold bending thin wall angle steel.
As preferred implementation of the present utility model, described outer panels and wainscot are wood cement board, and described foamed concrete is water proof type light foam concrete.
nullAs a kind of improvement of the present utility model，Beam in described assembled steel-concrete frame shear wall building system is girder steel、Post is steel-concrete post、Shear wall is steel plate shear force wall，Described assembled self-locking connects the whole exterior wall that waters and is arranged between adjacent upper strata girder steel and lower floor girder steel and between adjacent left vertical member and right vertical member，Described assembled self-locking connects the upper left wall frame reinforcing bar that the whole steel skeleton watering exterior wall is comprised each steel skeleton unit、In upper, wall frame reinforcing bar and upper right wall frame reinforcing bar all lower surfaces with described upper strata girder steel are welded and fixed，Described assembled self-locking connects the bottom left wall frame reinforcing bar that the whole steel skeleton watering exterior wall is comprised each steel skeleton unit、In lower, wall frame reinforcing bar and bottom right wall frame reinforcing bar all upper surfaces with described lower floor girder steel are welded and fixed，Described assembled self-locking connects the right side of left wall frame reinforcing bar and described left vertical member that the whole steel skeleton watering exterior wall is positioned at leftmost steel skeleton unit and is welded and fixed，Described assembled self-locking connects the left side of right wall frame reinforcing bar and described right vertical member that the whole steel skeleton watering exterior wall is positioned at rightmost steel skeleton unit and is welded and fixed；Wherein, described left vertical member and right vertical member are steel-concrete post or steel plate shear force wall.
nullAs a kind of improvement of the present utility model，Described girder steel is U-shaped composite beam，Described U-shaped composite beam has U-shaped girder steel housing，This U-shaped girder steel housing is by leading web、Trailing web、Base plate、Front flange plate and rear flange plate are constituted，Wherein，Described base plate be welded on bottom leading web and bottom trailing web between，Described front flange plate is welded on the top of leading web and is positioned at the forward position of leading web，Described rear flange plate is welded on the top of trailing web and is positioned at the rearward position of trailing web，Described leading web and trailing web be arranged in parallel，Described base plate、Front flange plate and rear flange plate are respectively perpendicular to described leading web and arrange，And，Left part steel deck-plate and the right part of described U-shaped girder steel housing are equipped with steel deck-plate、Interlude be provided with polylith along U-shaped girder steel housing bearing of trend uniform intervals arrange tension steel plate and U-shaped floor，Described steel deck-plate and each block of tension steel plate arrange and are welded on each parallel to described base plate between described leading web top and trailing web top，Each piece of described U-shaped floor is all perpendicular to the bearing of trend setting of described U-shaped girder steel housing by U-shaped breach in the way of upward，And each piece of described U-shaped floor is all welded on the internal face of described leading web、The internal face of trailing web、On the bottom surface of the end face of base plate and one block of described tension steel plate；The inner chamber of described U-shaped girder steel housing has poured girder cast-in-place concrete, and, being embedded with four beam stiffeners arranged along described U-shaped girder steel housing bearing of trend in described girder cast-in-place concrete, wherein two described beam stiffeners are positioned at the medium position of U-shaped girder steel housing, other two described beam stiffeners are positioned at the bottom position of U-shaped girder steel housing.
nullAs a kind of improvement of the present utility model，The mode that described U-shaped composite beam is arranged between described adjacent left vertical member and right vertical member is: the installed surface of the corresponding described U-shaped composite beam of each vertical member is all welded with two beam angle cleats and a beam link slot shaped steel，Described beam angle cleat and beam link slot shaped steel are all arranged along the bearing of trend of corresponding U-shaped composite beam，The front flange plate end frame of described U-shaped composite beam is placed on one of them beam angle cleat of corresponding vertical member、Rear flange plate end frame is placed on another beam angle cleat of corresponding vertical member、Bottom end frame is placed on the beam link slot shaped steel of corresponding vertical member，And make two outside wall surface of one of them described beam angle cleat be close to front flange plate lower surface and the setting of leading web outer face of described U-shaped composite beam respectively、Two outside wall surface of beam angle cleat described in another one are close to rear flange plate lower surface and the setting of trailing web outer face of described U-shaped composite beam respectively、Three internal faces of described beam link slot shaped steel groove side are close to the leading web outer face of described U-shaped composite beam respectively、Base plate lower surface、Trailing web outer face is arranged，And，Said two beam angle cleat is connected fixing respectively by alignment pin with described front flange plate and rear flange plate，Two blocks of wing plates of described beam link slot shaped steel are welded and fixed with described leading web and trailing web respectively.
As a kind of improvement of the present utility model, the floor in described assembled steel-concrete frame shear wall building system is full precast floor slab；nullDescribed full precast floor slab has the Rectangular Concrete plate pouring molding in advance，The inside of this Rectangular Concrete plate is embedded with many plate face steel bar stresses when pouring molding、Steel bar stress at the bottom of many plates、Distributing bar at the bottom of many plate surface construction reinforcing bars and Duo Gen plate，Described plate face steel bar stress and plate surface construction reinforcing bar are positioned at the top position of distributing bar at the bottom of steel bar stress at the bottom of described plate and plate，Steel bar stress at the bottom of described plate face steel bar stress and plate is arranged along the horizontal direction of described Rectangular Concrete plate，And the two ends of steel bar stress pass outside two sides that described Rectangular Concrete plate is positioned on horizontal direction respectively at the bottom of described plate face steel bar stress and plate，Steel bar stress at the bottom of described each plate face steel bar stress and Ge Gen plate is arranged along the longitudinal direction uniform intervals of described Rectangular Concrete plate respectively，Distributing bar at the bottom of described plate surface construction reinforcing bar and plate is arranged along the longitudinal direction of described Rectangular Concrete plate，And the two ends of distributing bar pass outside two sides that described Rectangular Concrete plate is positioned on longitudinal direction respectively at the bottom of described plate surface construction reinforcing bar and plate，And，Distributing bar at the bottom of each plate surface construction reinforcing bar described in the steel bar stress of described plate face and Ge Gen plate is arranged along the horizontal direction uniform intervals of described Rectangular Concrete plate respectively；Further, described plate face steel bar stress passes the part outside Rectangular Concrete plate and has the hook portion downwardly extended, and the upper surface of described Rectangular Concrete plate is provided with multiple suspension hook reinforcing bar for lifting full precast floor slab, the lower surface that is positioned at central part position is provided with boss.
As a kind of improvement of the present utility model, the mode that adjacent two blocks of described full precast floor slabs are arranged on same described U-shaped composite beam is: the lower surface that described two blocks of adjacent full precast floor slabs are positioned at edge placement be respectively seated on the front flange plate end face of described full precast floor slab and and rear flange plate end face on, and the plate face steel bar stress hook portion of described two blocks of adjacent full precast floor slabs is respectively protruding in the U-shaped girder steel housing cavity of described U-shaped composite beam, steel bar stress at the bottom of the plate of described two blocks of adjacent full precast floor slabs overlaps and is welded and fixed, floor pouring concrete has been poured between described two blocks of adjacent full precast floor slabs, described floor pouring concrete and described girder cast-in-place concrete formed by integrally casting molding, and the end face of described floor pouring concrete is concordant with the upper surface of described two blocks of adjacent full precast floor slabs；And, gap between the front flange plate of described full precast floor slab and the boss of full precast floor slab rested upon is filled with elastic break-preventing clay, the gap between the rear flange plate of described full precast floor slab and the boss of full precast floor slab rested upon is filled with elastic break-preventing clay.
Compared with prior art, this utility model has the advantages that
First, assembled steel of the present utility model-the employing assembled self-locking connection of concrete frame shear wall building system is whole waters exterior wall, U-shaped composite beam, full precast floor slab, steel-concrete post and steel plate shear force wall composition, the assembly rate of frame-shear wall building system can be improved, its the highest assembly rate can reach more than 90%, and, the component composition frame-shear wall building system using steel-concrete structure can be effectively reduced the weight of structure, reduce basic load and the seismic force of structure, effectively reduce structural cost, therefore, it is high that this utility model has assembly rate, speed of application is fast, short construction period, the advantage that cost reduces.
Second, the assembled self-locking in this utility model connects the whole exterior wall that waters and has the advantage that
One of second, see Fig. 2-1 to Fig. 7-2, the steel skeleton 300 that this utility model is used is made up of the steel skeleton unit consisted of self-locking manner connection, this self-locking manner only needs to connect adjacent two or three root type steel beam column to form one of first to fourth category node with L-shaped steel nail GD at the different parts of steel skeleton unit, i.e. can reach the self-locking of steel skeleton unit, affixed effect, and without using the connected modes such as welding, screw-nut, and without additional internal reinforcing bar, therefore, this utility model has the advantage that connection is simple, easily manufactured, assembling speed is fast；
Wherein, the Steel section member of this utility model composition steel skeleton unit only needs to use two kinds of standard-sized shaped steel, i.e. channel-section steel GJ1 uses standard-sized cold bending thin wall channel-section steel, form narrow gap angle steel to GJ2, broad gap angle steel uses standard-sized cold bending thin wall angle steel to outboard angle WJ and the inner side angle steel NJ of GJ3, without particularly customized, and, each Steel section member of composition steel skeleton unit can use cold bending thin wall channel-section steel and the cold bending thin wall angle steel of different length and thickness, to form the steel skeleton 300 of different length and width size flexibly, meet the needs of different exterior wall size, therefore, it is convenient that this utility model has the buying of steel skeleton 300 composition material, it is suitable for industrialization and the advantage produced is installed；
And, steel skeleton unit in this utility model is to use the steel that bending strength is high to be connected by self-locking to form the entirety with certain rigidity, it has good wind resistance with main structure body after being connected, can determine that channel members and angle steel are to the thickness of component and quantity (i.e. the quantity of middle wall body reinforcing bar 317) according to different wind loads, the Steel section member of composition steel skeleton unit only need to use channel-section steel to guarantee to bear the stress that wall window both sides are relatively large in rectangle wall window W both sides, other position then uses and is made up of two angle steel and leaves the angle steel pair in gap, steel skeleton unit is made to save steel using amount on the basis of having good wind resistance, therefore, this utility model has saving steel using amount on the premise of ensureing wind resistance, the advantage reducing manufacturing cost.
The two of second, see Fig. 8, and this utility model is by being additionally provided with many diagonal brace reinforcing bars 318 at steel skeleton unit, it is possible to increase the stability of exterior wall so that it is more safe and reliable.
The three of second, see Fig. 8, this utility model is by drawknot deformed bar between each root type steel beam column in steel skeleton unit, the crack resistance of exterior wall, rigidity and impermeability can be improved, give full play to the performance of Steel section member, make steel skeleton 300 while can resisting bigger wind load, save the consumption of steel.
The four of second, see Fig. 1, exterior wall of the present utility model is connected with upper strata girder steel 600, lower floor's girder steel 700, left vertical member 800 and right vertical member 900, form pliability the most overall, when geological process, steel and deformed bar have certain resistance to tension, certain displacement deformation can be born, and forming the outer panels 100 of exterior wall, wainscot 200, steel skeleton 300 and foamed concrete 400 is the material from heavy and light entirely, can effectively reduce the destruction of seismic force.
The five of second, outer panels of the present utility model and wainscot all use wood cement board, use wood cement board splicing outer surface, enable to exterior wall and there is low-carbon (LC), energy-conservation, environmental protection, the advantages such as fire prevention, fire-retardant, heat insulation, sound insulation, sound-absorbing, protection against the tide, anti-dry rot, adjustable wet, easily processing, finish are various；Foamed concrete uses water proof type light foam concrete, can alleviate building deadweight, increase story height, reduce foundation cost.
3rd, the U-shaped composite beam in this utility model has the advantage that
Steel using amount is few, steel and concrete cooperation, eliminates the template of concrete, easy construction, and production cost reduces, it is simple to make, practical.Simultaneously, take full advantage of the high intensity of steel and the feature that concrete anti-compression bearing capacity is high, save steel using amount, reducing cost, girder steel can use hot rolling or cold rolling mode, and one-shot forming manufactures, reduce the malformation caused due to welding, the industrialization increasing reliability of structure, beneficially steel construction produces, and has significant Social and economic benef@.
4th, the full precast floor slab in this utility model has the advantage that
One of 4th, by rational anchor Design, it is ensured that precoated plate and structural framework entirety stress, vertical and horizontal load action can be resisted, safe and reliable.
The two of 4th, concentrate on the prefabrication plate stage complete by reasonably designing the pipeline that can would be required to be embedded in plate, highly integrated.
The three of 4th, are down to floor level by work on the spot amount, it is ensured that installation rate and be greatly shortened the completion of works time.
Accompanying drawing explanation
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings:
Fig. 1 is the structural representation of assembling type outer wall disclosed in Chinese utility model patent ZL201320455988.1；
Fig. 2-1 is that in this utility model embodiment one, assembled self-locking connection is whole waters the exterior wall exterior wall main TV structure figure with section effect；
Fig. 2-2 is the A-A sectional view of Fig. 2-1；
Fig. 2-3 is the B-B sectional view of Fig. 2-1；
Fig. 3-1 be in this utility model narrow gap angle steel to GJ2 and broad gap angle steel the end view to GJ3；
Fig. 3-2 be in Fig. 3-1 narrow gap angle steel to GJ2 and broad gap angle steel to GJ3 with the C of transparent effect to schematic diagram；
Fig. 4-1 be in Fig. 2-1 first kind node J1 with the plan structure figure of transparent effect；
Fig. 4-2 is the Fig. 4-1 D-D sectional view with transparent effect；
Fig. 5-1 be in Fig. 2-1 Equations of The Second Kind node J2 with the plan structure figure of transparent effect；
Fig. 5-2 is the E-E sectional view of Fig. 5-1；
Fig. 6-1 be in Fig. 2-1 the 3rd category node J3 with the plan structure figure of transparent effect；
Fig. 6-2 is the Fig. 6-1 F-F sectional view with transparent effect；
Fig. 7-1 be in Fig. 2-1 the 4th category node J4 with the plan structure figure of transparent effect；
Fig. 7-2 is the G-G sectional view of Fig. 7-1；
Fig. 8 is that in this utility model embodiment two, assembled self-locking connection is whole waters the exterior wall exterior wall main TV structure figure with section effect；
Fig. 9-1 be in Fig. 8 the 5th category node J5 with the plan structure figure of transparent effect；
Fig. 9-2 is the Fig. 9-1 H-H sectional view with transparent effect；
Figure 10-1 is the main TV structure schematic diagram of the 6th category node J6 in Fig. 8；
Figure 10-2 is the 6th category node J6 position view at left wall frame reinforcing bar 305；
Figure 11 is that in this utility model embodiment three, assembled self-locking connection is whole waters the exterior wall exterior wall main TV structure figure with section effect；
Figure 12-1 is that in this utility model, the facade of U-shaped composite beam L10 partly cuts open structural representation；
Figure 12-2 is the LA-LA profile of Figure 12-1；
Figure 12-3 is the LB-LB profile of Figure 12-1；
Figure 12-4 is the LC-LC profile of Figure 12-1；
Figure 13-1 is the perspective view of full precast floor slab B10 in this utility model；
Figure 13-2 is the attachment structure schematic diagram of full precast floor slab B10 and U-shaped composite beam L10；
Figure 13-3 is the AA portion enlarged diagram of Figure 13-2.
Detailed description of the invention
Embodiment one
The assembled steel of this utility model embodiment one-concrete frame shear wall building system, including the shear wall being attached by frame-shear-wall structure, beam, post, floor, internal partition wall and exterior wall；And, exterior wall in this utility model assembled steel-concrete frame shear wall building system be provided with the assembled self-locking of rectangle wall window W connect whole water exterior wall, beam is girder steel, post is steel-concrete post, shear wall is steel plate shear force wall, floor is full precast floor slab B10, wherein, girder steel is preferably U-shaped composite beam L10.
If Fig. 2-1 is to shown in Fig. 7-2, above-mentioned assembled self-locking connection is whole waters exterior wall, it is made up of outer panels 100, wainscot 200, steel skeleton 300 and foamed concrete 400, outer panels 100 and wainscot 200 are respectively and fixedly installed on outer face and the inner face of steel skeleton 300, and foamed concrete 400 is cast in the concreting inner chamber of steel skeleton 300.
Seeing Fig. 2-1, the assembled self-locking of this utility model embodiment one connects the whole exterior wall that waters and is provided with a rectangle wall window W, and its steel skeleton 300 is the self-locking steel skeleton being provided with a steel skeleton unit.nullWherein，Steel skeleton unit is by left window frame reinforcing bar 301、Right window frame reinforcing bar 302、Upper window frame reinforcing bar 303、Lower window frame reinforcing bar 304、Left wall frame reinforcing bar 305、Right wall frame reinforcing bar 306、Upper left wall frame reinforcing bar 307、Wall frame reinforcing bar 308 in upper、Upper right wall frame reinforcing bar 309、Bottom left wall frame reinforcing bar 310、Wall frame reinforcing bar 311 in lower、Bottom right wall frame reinforcing bar 312、Upper left body of wall reinforcing bar 313、Upper right body of wall reinforcing bar 314、Lower-left body of wall reinforcing bar 315、Bottom right body of wall reinforcing bar 316 and Duo Gen middle wall body reinforcing bar 317 connects composition by self-locking manner，This self-locking manner is: left window frame reinforcing bar 301 and right window frame reinforcing bar 302 all use channel-section steel GJ1，Upper window frame reinforcing bar 303、Lower window frame reinforcing bar 304、Upper left wall frame reinforcing bar 307、Wall frame reinforcing bar 308 in upper、Upper right wall frame reinforcing bar 309、Bottom left wall frame reinforcing bar 310、Wall frame reinforcing bar 311 in lower、Bottom right wall frame reinforcing bar 312、Upper left body of wall reinforcing bar 313、Upper right body of wall reinforcing bar 314、Lower-left body of wall reinforcing bar 315 and bottom right body of wall reinforcing bar 316 all use narrow gap angle steel to GJ2，Left wall frame reinforcing bar 305、Right wall frame reinforcing bar 306 and middle wall body reinforcing bar 317 all use broad gap angle steel to GJ3，See Fig. 3-1 and Fig. 3-2，GJ3 is formed by narrow gap angle steel by GJ2 and broad gap angle steel by outboard angle WJ and inner side angle steel NJ，The interior angle side of outboard angle WJ and inner side angle steel NJ is oppositely arranged、Parallel edges pb is arranged in parallel、Coplanar limit gb is in the same plane and leaves gap，Narrow gap angle steel is less than the broad gap angle steel coplanar limit gap KJX to GJ3 to the coplanar limit gap ZJX of GJ2；nullLeft wall frame reinforcing bar 305、Left window frame reinforcing bar 301、Right window frame reinforcing bar 302 and right wall frame reinforcing bar 306 are isometric and the most vertically arranged，The groove of left window frame reinforcing bar 301 is arranged to the left，The groove of right window frame reinforcing bar 302 is arranged to the right，Upper left wall frame reinforcing bar 307、Upper left body of wall reinforcing bar 313、Lower-left body of wall reinforcing bar 315 and bottom left wall frame reinforcing bar 310 the most from top to bottom arrange and one end is both connected on left wall frame reinforcing bar 305、The other end is both connected on left window frame reinforcing bar 301，Wall frame reinforcing bar 308 in upper、Upper window frame reinforcing bar 303、Lower window frame reinforcing bar 304 and lower middle wall frame reinforcing bar 311 the most from top to bottom arranges and one end is both connected on left window frame reinforcing bar 301、The other end is both connected on right window frame reinforcing bar 302，Upper right wall frame reinforcing bar 309、Upper right body of wall reinforcing bar 314、Bottom right body of wall reinforcing bar 316 and bottom right wall frame reinforcing bar 312 the most from top to bottom arrange and one end is both connected on right window frame reinforcing bar 302、The other end is both connected on right wall frame reinforcing bar 306，Upper left wall frame reinforcing bar 307、In upper, wall frame reinforcing bar 308 and upper right wall frame reinforcing bar 309 are positioned in same level，Upper left body of wall reinforcing bar 313、Upper window frame reinforcing bar 303 and upper right body of wall reinforcing bar 314 are positioned in same level，Lower-left body of wall reinforcing bar 315、Lower window frame reinforcing bar 304 and bottom right body of wall reinforcing bar 316 are positioned in same level，Bottom left wall frame reinforcing bar 310、In lower, wall frame reinforcing bar 311 and bottom right wall frame reinforcing bar 312 are positioned in same level，Upper left wall frame reinforcing bar 307 is concordant with the upper end of left wall frame reinforcing bar 305，Bottom left wall frame reinforcing bar 310 is concordant with the lower end of left wall frame reinforcing bar 305，At least middle wall body reinforcing bar 317 one end between upper left body of wall reinforcing bar 313 and lower-left body of wall reinforcing bar 315 is connected on left wall frame reinforcing bar 305、The other end is connected on left window frame reinforcing bar 301，At least middle wall body reinforcing bar 317 one end between upper right body of wall reinforcing bar 314 and bottom right body of wall reinforcing bar 316 is connected on right window frame reinforcing bar 302、The other end is connected on right wall frame reinforcing bar 306，At least middle wall body reinforcing bar 317 one end between left window frame reinforcing bar 301 and right window frame reinforcing bar 302 is connected on middle wall frame reinforcing bar 308、The other end is connected on upper window frame reinforcing bar 303，At least middle wall body reinforcing bar 317 one end between left window frame reinforcing bar 301 and right window frame reinforcing bar 302 is connected on lower window frame reinforcing bar 304、The other end is connected on lower middle wall frame reinforcing bar 311；nullWherein，Left wall frame reinforcing bar 305 and the connection node of upper left wall frame reinforcing bar 307、Connection node with upper left body of wall reinforcing bar 313、Connection node with lower-left body of wall reinforcing bar 315、Connection node with bottom left wall frame reinforcing bar 310、It is the 4th category node J4 with the connection node of middle wall body reinforcing bar 317，Left window frame reinforcing bar 301 and upper left wall frame reinforcing bar 307 and the connection node of upper middle wall frame reinforcing bar 308、With upper left body of wall reinforcing bar 313 and the connection node of upper window frame reinforcing bar 303、With lower-left body of wall reinforcing bar 315 and the connection node of lower window frame reinforcing bar 304、It is first kind node J1 with the connection node of bottom left wall frame reinforcing bar 310 and lower middle wall frame reinforcing bar 311，Left window frame reinforcing bar 301 is Equations of The Second Kind node J2 with the connection node of middle wall body reinforcing bar 317，Right window frame reinforcing bar 302 and upper middle wall frame reinforcing bar 308 and the connection node of upper right wall frame reinforcing bar 309、With upper window frame reinforcing bar 303 and the connection node of upper right body of wall reinforcing bar 314、With lower window frame reinforcing bar 304 and the connection node of bottom right body of wall reinforcing bar 316、It is first kind node J1 with the connection node of lower middle wall frame reinforcing bar 311 and bottom right wall frame reinforcing bar 312，Right window frame reinforcing bar 302 is Equations of The Second Kind node J2 with the connection node of middle wall body reinforcing bar 317，Right wall frame reinforcing bar 306 and the connection node of upper right wall frame reinforcing bar 309、Connection node with upper right body of wall reinforcing bar 314、Connection node with bottom right body of wall reinforcing bar 316、Connection node with bottom right wall frame reinforcing bar 312、It is the 4th category node J4 with the connection node of middle wall body reinforcing bar 317，Middle wall body reinforcing bar 317 and the connection node of upper middle wall frame reinforcing bar 308、Connection node with upper window frame reinforcing bar 303、Connection node with lower window frame reinforcing bar 304、It is the 3rd category node J3 with the connection node of lower middle wall frame reinforcing bar 311.
The above-mentioned window surrounded by left window frame reinforcing bar 301, upper window frame reinforcing bar 303, right window frame reinforcing bar 302 and lower window frame reinforcing bar 304 is assembled self-locking and connects the whole rectangle wall window W watering exterior wall, and the internal hollow space in addition to space, rectangle wall window W place of steel skeleton unit belongs to the concreting inner chamber of steel skeleton 300.
Above-mentioned channel-section steel GJ1 is standard-sized cold bending thin wall channel-section steel, and outboard angle WJ and inner side angle steel NJ are standard-sized cold bending thin wall angle steel.Above-mentioned outer panels 100 and wainscot 200 are the wood cement board that thickness is 20mm, and above-mentioned foamed concrete 400 is water proof type light foam concrete.
See Fig. 4-1 and Fig. 4-2, the version of above-mentioned first kind node J1 is: the end of GJ2 is connected on a channel-section steel GJ1 by two by narrow gap angle steel by four L-shaped steel nail GD, and one pair of which is positioned at the groove side of this channel-section steel GJ1, another is pointed to the rear side of this channel-section steel GJ1, i.e. for being positioned at the narrow gap angle steel of groove side to GJ2, the coplanar limit gb of its outboard angle WJ and inner side angle steel NJ all offers the L-shaped breach qk being positioned at end, parallel edges pb all has the through hole near L-shaped breach qk, the long leg of L-shaped breach qk is close to parallel edges pb and is arranged, the gb end, coplanar limit of outboard angle WJ and inner side angle steel NJ is all welded with the steel plate KB with holes of the short leg being positioned at L-shaped breach qk；For being positioned at the narrow gap angle steel of rear side to GJ2, the end of its outboard angle WJ and inner side angle steel NJ is all welded with the steel plate KB with holes being positioned at interior angle side；The web of channel-section steel GJ1 has the interior side through hole of wing plate inside it and outer side through hole for wing plate outside it corresponding to first kind node J1 position, and the inner side wing plate of channel-section steel GJ1 and outside wing plate both correspond to first kind node J1 position and have a through hole；nullThe outside wing plate of channel-section steel GJ1 is inserted in the L-shaped breach qk long leg of outboard angle WJ、Inner side wing plate is inserted in the L-shaped breach qk long leg of inner side angle steel NJ，A L-shaped steel nail GD in this first kind node J1 is placed through outboard angle WJ parallel edges pb through hole and the outside wing plate through hole of groove side、A piece L-shaped steel nail GD is through being welded on the steel plate KB through hole with holes being positioned in rear side outboard angle WJ、Near the through hole of outside wing plate be welded on the steel plate KB through hole with holes being positioned in groove side outboard angle WJ on web、A piece L-shaped steel nail GD is placed through inner side angle steel NJ parallel edges pb through hole and the inner side wing plate through hole of groove side、Last root L-shaped steel nail GD is through being welded on the steel plate KB through hole with holes being positioned at inside rear side on angle steel NJ、Near the through hole of inner side wing plate be welded on the steel plate KB through hole with holes being positioned at inside groove side on angle steel NJ on web；
See Fig. 5-1 and Fig. 5-2, the version of above-mentioned Equations of The Second Kind node J2 is: the end of GJ2 is connected on a channel-section steel GJ1 by two L-shaped steel nail GD and is positioned at the groove side of this channel-section steel GJ1 by narrow a pair gap angle steel, i.e. this is positioned at the narrow gap angle steel of groove side to GJ2, the coplanar limit gb of its outboard angle WJ and inner side angle steel NJ all offers and is positioned at L-shaped breach qk, the parallel edges pb of end and all has the through hole near L-shaped breach qk, and the long leg of L-shaped breach qk is close to parallel edges pb and is arranged；The inner side wing plate of channel-section steel GJ1 and outside wing plate both correspond to Equations of The Second Kind node J2 position and have a through hole；The outside wing plate of channel-section steel GJ1 is inserted in the L-shaped breach qk long leg of outboard angle WJ, inner side wing plate is inserted in the L-shaped breach qk long leg of inner side angle steel NJ, and a L-shaped steel nail GD in this Equations of The Second Kind node J2 is placed through the outboard angle WJ parallel edges pb through hole of groove side and outside wing plate through hole, another root L-shaped steel nail GD are placed through inner side angle steel NJ parallel edges pb through hole and the inner side wing plate through hole of groove side；
See Fig. 6-1 and Fig. 6-2, the version of above-mentioned 3rd category node J3 is: a pair broad gap angle steel is connected to narrow a pair gap angle steel on GJ2 to the end of GJ3 by two L-shaped steel nail GD, outboard angle WJ of GJ3 and the coplanar limit gb of inner side angle steel NJ are all offered and are positioned at yi word pattern breach yz, the parallel edges pb of end and all have the through hole near yi word pattern breach yz by this broad gap angle steel i.e., and the parallel edges pb that is close to of yi word pattern breach yz is arranged；Outboard angle WJ parallel edges pb and inner side angle steel NJ parallel edges pb that narrow gap angle steel corresponds to the 3rd category node J3 position to GJ2 all have a through hole；The outboard angle WJ parallel edges pb of GJ2 is inserted in the yi word pattern breach yz of outboard angle WJ by narrow gap angle steel, inner side angle steel NJ parallel edges pb is inserted in the yi word pattern breach yz of inner side angle steel NJ, a L-shaped steel nail GD in the 3rd category node J3 through narrow gap angle steel to the outboard angle WJ parallel edges pb through hole of GJ2 and broad gap angle steel to the outboard angle WJ parallel edges pb through hole of GJ3, another root L-shaped steel nail GD through narrow gap angle steel to the inner side angle steel NJ parallel edges pb through hole of GJ2 and the broad gap angle steel inner side angle steel NJ parallel edges pb through hole to GJ3；
See Fig. 7-1 and Fig. 7-2, the version of above-mentioned 4th category node J4 is: narrow a pair gap angle steel is connected to a pair broad gap angle steel on GJ3 to the end of GJ2 by two L-shaped steel nail GD, i.e. this narrow gap angle steel all has the through hole near end to outboard angle WJ of GJ2 and the parallel edges pb of inner side angle steel NJ；Outboard angle WJ parallel edges pb and inner side angle steel NJ parallel edges pb that broad gap angle steel corresponds to the 4th category node J4 position to GJ3 all have a through hole；A L-shaped steel nail GD in 3rd category node J3 through narrow gap angle steel to the outboard angle WJ parallel edges pb through hole of GJ2 and broad gap angle steel to the outboard angle WJ parallel edges pb through hole of GJ3, another root L-shaped steel nail GD through narrow gap angle steel to the inner side angle steel NJ parallel edges pb through hole of GJ2 and the broad gap angle steel inner side angle steel NJ parallel edges pb through hole to GJ3.
nullSee Fig. 2-1、Fig. 8 and Figure 11，Above-mentioned assembled self-locking connects the whole exterior wall that waters and is arranged between adjacent upper strata girder steel 600 with lower floor girder steel 700 and between adjacent left vertical member 800 and right vertical member 900，Assembled self-locking connects the upper left wall frame reinforcing bar 307 that the whole steel skeleton 300 watering exterior wall is comprised each steel skeleton unit、In upper, wall frame reinforcing bar 308 and upper right wall frame reinforcing bar 309 all lower surfaces with upper strata girder steel 600 are welded and fixed，Assembled self-locking connects the bottom left wall frame reinforcing bar 310 that the whole steel skeleton 300 watering exterior wall is comprised each steel skeleton unit、In lower, wall frame reinforcing bar 311 and bottom right wall frame reinforcing bar 312 all upper surfaces with lower floor girder steel 700 are welded and fixed，Assembled self-locking connects the right side of left wall frame reinforcing bar 305 and left vertical member 800 that the whole steel skeleton 300 watering exterior wall is positioned at leftmost steel skeleton unit and is welded and fixed，Assembled self-locking connects the left side of right wall frame reinforcing bar 306 and right vertical member 900 that the whole steel skeleton 300 watering exterior wall is positioned at rightmost steel skeleton unit and is welded and fixed.Wherein, left vertical member 800 and right vertical member 900 are steel-concrete post or steel plate shear force wall.
nullIf Figure 12-1 is to shown in Figure 12-4，Above-mentioned U-shaped composite beam L10 has U-shaped girder steel housing，This U-shaped girder steel housing is by leading web L11、Trailing web L12、Base plate L13、Front flange plate L14 and rear flange plate L15 is constituted，Wherein，Base plate L13 be welded on bottom leading web L11 and bottom trailing web L12 between，Front flange plate L14 is welded on the top of leading web L11 and is positioned at the forward position of leading web L11，Rear flange plate L15 is welded on the top of trailing web L12 and is positioned at the rearward position of trailing web L12，Leading web L11 and trailing web L12 be arranged in parallel，Base plate L13、Front flange plate L14 and rear flange plate L15 is respectively perpendicular to leading web L11 and arranges，And，The left part steel deck-plate L16 of U-shaped girder steel housing and right part are equipped with steel deck-plate L16、Interlude is provided with polylith tension steel plate L17 and U-shaped floor L18 along the bearing of trend uniform intervals setting of U-shaped girder steel housing，Steel deck-plate L16 and each piece of tension steel plate L17 arranges and is welded on each parallel to base plate L13 between leading web L11 top and trailing web L12 top，Each piece of U-shaped floor L18 is all perpendicular to the bearing of trend setting of U-shaped girder steel housing by U-shaped breach in the way of upward，And each piece of U-shaped floor L18 is all welded on the internal face of leading web L11、The internal face of trailing web L12、On the bottom surface of the end face of base plate L13 and one piece of tension steel plate L17；The inner chamber of U-shaped girder steel housing has poured girder cast-in-place concrete L20, and, being embedded with four beam stiffener L30 arranged along U-shaped girder steel housing bearing of trend in girder cast-in-place concrete L20, wherein two beam stiffener L30 are positioned at the medium position of U-shaped girder steel housing, other two beam stiffener L30 are positioned at the bottom position of U-shaped girder steel housing.
nullSee Figure 12-1 to Figure 12-4，The mode that above-mentioned U-shaped composite beam L10 is arranged between adjacent left vertical member 800 and right vertical member 900 is: the installed surface of the corresponding U-shaped composite beam L10 of each vertical member is all welded with a two beam angle cleat L40 and beam link slot shaped steel L50，Beam angle cleat L40 and beam link slot shaped steel L50 is all arranged along the bearing of trend of corresponding U-shaped composite beam L10，The front flange plate L14 end frame of U-shaped composite beam L10 is placed on one of them beam angle cleat L40 of corresponding vertical member、Rear flange plate L15 end frame is placed on another beam angle cleat L40 of corresponding vertical member、Base plate L13 end frame is placed on the beam link slot shaped steel L50 of corresponding vertical member，And make two outside wall surface of one of them beam angle cleat L40 be close to the front flange plate L14 lower surface of U-shaped composite beam L10 and leading web L11 outer face respectively to arrange、Two outside wall surface of another one beam angle cleat L40 are close to rear flange plate L15 lower surface and the setting of trailing web L12 outer face of U-shaped composite beam L10 respectively、Three internal faces of beam link slot shaped steel L50 groove side are close to the leading web L11 outer face of U-shaped composite beam L10 respectively、Base plate L13 lower surface、Trailing web L12 outer face is arranged，And，Two beam angle cleat L40 are connected fixing respectively by alignment pin L60 with front flange plate L14 and rear flange plate L15，Two blocks of wing plates of beam link slot shaped steel L50 are welded and fixed with leading web L11 and trailing web L12 respectively.
nullIf Figure 13-1 is to shown in Figure 13-3，Above-mentioned full precast floor slab B10 has the Rectangular Concrete plate B11 pouring molding in advance，The inside of this Rectangular Concrete plate B11 is embedded with many plate face steel bar stress B12 when pouring molding、Steel bar stress B13 at the bottom of many plates、Distributing bar B15 at the bottom of many plate surface construction reinforcing bar B14 and Duo Gen plate，Plate face steel bar stress B12 and plate surface construction reinforcing bar B14 is positioned at the top position of distributing bar B15 at the bottom of steel bar stress B13 at the bottom of plate and plate，Steel bar stress B13 at the bottom of plate face steel bar stress B12 and plate arranges along the horizontal direction of Rectangular Concrete plate B11，And the two ends of steel bar stress B13 pass outside two sides that Rectangular Concrete plate B11 is positioned on horizontal direction respectively at the bottom of plate face steel bar stress B12 and plate，Steel bar stress B13 at the bottom of each plate face steel bar stress B12 and Ge Gen plate arranges along the longitudinal direction uniform intervals of Rectangular Concrete plate B11 respectively，Distributing bar B15 at the bottom of plate surface construction reinforcing bar B14 and plate arranges along the longitudinal direction of Rectangular Concrete plate B11，And the two ends of distributing bar B15 pass outside two sides that Rectangular Concrete plate B11 is positioned on longitudinal direction respectively at the bottom of plate surface construction reinforcing bar B14 and plate，And，Distributing bar B15 at the bottom of each plate surface construction reinforcing bar B14 of plate face steel bar stress B12 and Ge Gen plate arranges along the horizontal direction uniform intervals of Rectangular Concrete plate B11 respectively；And, plate face steel bar stress B12 passes the part outside Rectangular Concrete plate B11 and has the hook portion downwardly extended, and the upper surface of Rectangular Concrete plate B11 is provided with multiple suspension hook reinforcing bar B16 for lifting full precast floor slab B10, the lower surface that is positioned at central part position B11a is provided with boss B11b.
nullSee Figure 13-2 and Figure 13-3，The mode that above-mentioned adjacent two pieces of full precast floor slab B10 are arranged on same single u-shaped composite beam L10 is: the lower surface that two pieces of adjacent full precast floor slab B10 are positioned at edge placement B11c be respectively seated on the front flange plate L14 end face of full precast floor slab B10 and and rear flange plate L15 end face on，And the plate face steel bar stress B12 hook portion of adjacent two piece full precast floor slab B10 is respectively protruding in the U-shaped girder steel housing cavity of U-shaped composite beam L10，Steel bar stress B13 at the bottom of the plate of two pieces of adjacent full precast floor slab B10 overlaps and is welded and fixed，Floor pouring concrete B20 has been poured between two pieces of adjacent full precast floor slab B10，Floor pouring concrete B20 and girder cast-in-place concrete L20 formed by integrally casting molding，And the end face of floor pouring concrete B20 is concordant with the upper surface of adjacent two pieces of full precast floor slab B10；And, gap between the rear flange plate L15 being filled with elastic break-preventing clay B30, full precast floor slab B10 in gap between the front flange plate L14 of full precast floor slab B10 and the boss B11b of full precast floor slab B10 rested upon and the boss B11b of the full precast floor slab B10 rested upon is filled with elastic break-preventing clay B30.
Embodiment two
As shown in Figure 8, the assembled steel of this utility model embodiment two-concrete frame shear wall building system is essentially identical with embodiment one, their difference is: in the present embodiment two, and assembled self-locking connects the whole steel skeleton unit watering exterior wall and is additionally provided with many diagonal brace reinforcing bars 318；Left wall frame reinforcing bar 305, left window frame reinforcing bar 301, it is positioned at each middle wall body reinforcing bar 317 of lower window frame reinforcing bar 304 place horizontal plane lower position, in right window frame reinforcing bar 302 and right wall frame reinforcing bar 306, two reinforcing bars that arbitrarily left and right is adjacent are respectively connected with a diagonal brace reinforcing bar 318 between the position of lower window frame reinforcing bar 304 place horizontal plane lower position, and, each diagonal brace reinforcing bar 318 forms the jaggies shape extended from left to right, wherein, the diagonal brace reinforcing bar 318 being positioned at leftmost is arranged with the most upwardly extending state, the diagonal brace reinforcing bar 318 being positioned at rightmost is arranged with the state downwardly extended from left to right.Thus, the intensity of steel skeleton 300 can be improved so that assembled self-locking of the present utility model connects the whole exterior wall that waters can be applicable to height more than application scenarios during 4.5m.
See Fig. 9-1 and Fig. 9-2, above-mentioned diagonal brace reinforcing bar 318 uses narrow gap angle steel that GJ2 and its end are had inclined end face, it is positioned at diagonal brace reinforcing bar 318 left part of leftmost and the connection node of left wall frame reinforcing bar 305, the connection node of diagonal brace reinforcing bar 318 right part and right wall frame reinforcing bar 306 that are positioned at rightmost is the 4th category node J4, adjacent two diagonal brace reinforcing bars 318 and the connection node of left window frame reinforcing bar 301, adjacent two diagonal brace reinforcing bars 318 and the connection node of right window frame reinforcing bar 302, adjacent two diagonal brace reinforcing bars 318 are the 5th category node J5 with the connection node of middle wall body reinforcing bar 317；The version of the 5th category node J5 is: have additional two L-shaped steel nail GD on the basis of first kind node J1.
nullAs shown in Fig. 8 to Figure 10-2，The assembled steel of this utility model embodiment two-concrete frame shear wall building system also has following difference with embodiment one: in the present embodiment two，Assembled self-locking connects in the hollow space that the whole steel skeleton unit watering exterior wall belongs to concreting inner chamber，Between left wall frame reinforcing bar 305 and right wall frame reinforcing bar 306, drawknot has one to be positioned at above rectangle wall window W and horizontally disposed deformed bar 500 and one are positioned at below rectangle wall window W and horizontally disposed deformed bar 500，Between upper left wall frame reinforcing bar 307 and bottom left wall frame reinforcing bar 310, drawknot has a deformed bar being vertically arranged 500，Between upper right wall frame reinforcing bar 309 and bottom right wall frame reinforcing bar 312, drawknot has a deformed bar being vertically arranged 500，Between left wall frame reinforcing bar 305 and upper middle wall frame reinforcing bar 308、In upper between wall frame reinforcing bar 308 and right wall frame reinforcing bar 306、Between right wall frame reinforcing bar 306 and lower middle wall frame reinforcing bar 311、In lower, between wall frame reinforcing bar 311 and left wall frame reinforcing bar 305, equal drawknot has a deformed bar being obliquely installed 500.
Embodiment three
As shown in figure 11, the assembled steel of this utility model embodiment two-concrete frame shear wall building system is essentially identical with embodiment one, their difference is: the assembled self-locking of the present embodiment two connects the whole exterior wall that waters and has additional at least one rectangle wall window W, steel skeleton 300 is provided with the steel skeleton unit identical with rectangle wall window W quantity, each steel skeleton unit horizontal is arranged, further, in two adjacent steel skeleton unit, the right wall frame reinforcing bar 306 of left steel skeleton unit coincides with the left wall frame reinforcing bar 305 of right steel skeleton unit and is fixedly connected into one.
This utility model is not limited to above-mentioned detailed description of the invention; according to foregoing; ordinary technical knowledge and customary means according to this area; without departing under this utility model above-mentioned basic fundamental thought premise; this utility model can also be made the equivalent modifications of other various ways, replace or change, and all falls among protection domain of the present utility model.

Claims (13)

1. assembled steel-concrete frame shear wall building system, including the shear wall being attached by frame-shear-wall structure, beam, post, floor, internal partition wall and exterior wall, it is characterized in that: the exterior wall in described assembled steel-concrete frame shear wall building system is that the assembled self-locking being provided with rectangle wall window (W) connects the whole exterior wall that waters, this assembled self-locking connects the whole exterior wall that waters by outer panels (100), wainscot (200), steel skeleton (300) and foamed concrete (400) composition, described outer panels (100) and wainscot (200) are respectively and fixedly installed on outer face and the inner face of described steel skeleton (300), described foamed concrete (400) is cast in the concreting inner chamber of described steel skeleton (300)；
nullDescribed steel skeleton (300) is the self-locking steel skeleton being provided with steel skeleton unit，Described steel skeleton unit is by left window frame reinforcing bar (301)、Right window frame reinforcing bar (302)、Upper window frame reinforcing bar (303)、Lower window frame reinforcing bar (304)、Left wall frame reinforcing bar (305)、Right wall frame reinforcing bar (306)、Upper left wall frame reinforcing bar (307)、Wall frame reinforcing bar (308) in upper、Upper right wall frame reinforcing bar (309)、Bottom left wall frame reinforcing bar (310)、Wall frame reinforcing bar (311) in lower、Bottom right wall frame reinforcing bar (312)、Upper left body of wall reinforcing bar (313)、Upper right body of wall reinforcing bar (314)、Lower-left body of wall reinforcing bar (315)、Bottom right body of wall reinforcing bar (316) and many middle wall body reinforcing bars (317) connect composition by self-locking manner，This self-locking manner is: described left window frame reinforcing bar (301) and right window frame reinforcing bar (302) all use channel-section steel (GJ1)，Described upper window frame reinforcing bar (303)、Lower window frame reinforcing bar (304)、Upper left wall frame reinforcing bar (307)、Wall frame reinforcing bar (308) in upper、Upper right wall frame reinforcing bar (309)、Bottom left wall frame reinforcing bar (310)、Wall frame reinforcing bar (311) in lower、Bottom right wall frame reinforcing bar (312)、Upper left body of wall reinforcing bar (313)、Upper right body of wall reinforcing bar (314)、Lower-left body of wall reinforcing bar (315) and bottom right body of wall reinforcing bar (316) all use narrow gap angle steel to (GJ2)，Described left wall frame reinforcing bar (305)、Right wall frame reinforcing bar (306) and middle wall body reinforcing bar (317) all use broad gap angle steel to (GJ3)，(GJ3) is formed by described narrow gap angle steel by (GJ2) and broad gap angle steel by outboard angle (WJ) and inner side angle steel (NJ)，The interior angle side of described outboard angle (WJ) and inner side angle steel (NJ) is oppositely arranged、Parallel edges (pb) is arranged in parallel、Coplanar limit (gb) is in the same plane and leaves gap，Described narrow gap angle steel is less than the described broad gap angle steel gap, coplanar limit (KJX) to (GJ3) to the gap, coplanar limit (ZJX) of (GJ2)；nullDescribed left wall frame reinforcing bar (305)、Left window frame reinforcing bar (301)、Right window frame reinforcing bar (302) and right wall frame reinforcing bar (306) are isometric and the most vertically arranged，The groove of described left window frame reinforcing bar (301) is arranged to the left，The groove of described right window frame reinforcing bar (302) is arranged to the right，Described upper left wall frame reinforcing bar (307)、Upper left body of wall reinforcing bar (313)、Lower-left body of wall reinforcing bar (315) and bottom left wall frame reinforcing bar (310) the most from top to bottom arrange and one end is both connected on left wall frame reinforcing bar (305)、The other end is both connected on left window frame reinforcing bar (301)，Described middle wall frame reinforcing bar (308)、Upper window frame reinforcing bar (303)、Lower window frame reinforcing bar (304) and lower middle wall frame reinforcing bar (311) the most from top to bottom arrange and one end is both connected on described left window frame reinforcing bar (301)、The other end is both connected on right window frame reinforcing bar (302)，Described upper right wall frame reinforcing bar (309)、Upper right body of wall reinforcing bar (314)、Bottom right body of wall reinforcing bar (316) and bottom right wall frame reinforcing bar (312) the most from top to bottom arrange and one end is both connected on described right window frame reinforcing bar (302)、The other end is both connected on right wall frame reinforcing bar (306)，Described upper left wall frame reinforcing bar (307)、In upper, wall frame reinforcing bar (308) and upper right wall frame reinforcing bar (309) are positioned in same level，Described upper left body of wall reinforcing bar (313)、Upper window frame reinforcing bar (303) and upper right body of wall reinforcing bar (314) are positioned in same level，Described lower-left body of wall reinforcing bar (315)、Lower window frame reinforcing bar (304) and bottom right body of wall reinforcing bar (316) are positioned in same level，Described bottom left wall frame reinforcing bar (310)、In lower, wall frame reinforcing bar (311) and bottom right wall frame reinforcing bar (312) are positioned in same level，Described upper left wall frame reinforcing bar (307) is concordant with the upper end of left wall frame reinforcing bar (305)，Described bottom left wall frame reinforcing bar (310) is concordant with the lower end of left wall frame reinforcing bar (305)，At least described middle wall body reinforcing bar (317) one end being positioned between described upper left body of wall reinforcing bar (313) and lower-left body of wall reinforcing bar (315) is connected on left wall frame reinforcing bar (305)、The other end is connected on left window frame reinforcing bar (301)，At least described middle wall body reinforcing bar (317) one end being positioned between described upper right body of wall reinforcing bar (314) and bottom right body of wall reinforcing bar (316) is connected on right window frame reinforcing bar (302)、The other end is connected on right wall frame reinforcing bar (306)，At least described middle wall body reinforcing bar (317) one end being positioned between described left window frame reinforcing bar (301) and right window frame reinforcing bar (302) is connected on middle wall frame reinforcing bar (308)、The other end is connected on upper window frame reinforcing bar (303)，At least described middle wall body reinforcing bar (317) one end being positioned between described left window frame reinforcing bar (301) and right window frame reinforcing bar (302) is connected on lower window frame reinforcing bar (304)、The other end is connected on lower middle wall frame reinforcing bar (311)；nullWherein，Described left wall frame reinforcing bar (305) and the connection node of upper left wall frame reinforcing bar (307)、Connection node with upper left body of wall reinforcing bar (313)、Connection node with lower-left body of wall reinforcing bar (315)、Connection node with bottom left wall frame reinforcing bar (310)、It is the 4th category node (J4) with the connection node of middle wall body reinforcing bar (317)，Described left window frame reinforcing bar (301) and upper left wall frame reinforcing bar (307) and the connection node of upper middle wall frame reinforcing bar (308)、With upper left body of wall reinforcing bar (313) and the connection node of upper window frame reinforcing bar (303)、With lower-left body of wall reinforcing bar (315) and the connection node of lower window frame reinforcing bar (304)、It is first kind node (J1) with the connection node of bottom left wall frame reinforcing bar (310) and lower middle wall frame reinforcing bar (311)，Described left window frame reinforcing bar (301) is Equations of The Second Kind node (J2) with the connection node of middle wall body reinforcing bar (317)，Described right window frame reinforcing bar (302) and upper middle wall frame reinforcing bar (308) and the connection node of upper right wall frame reinforcing bar (309)、With upper window frame reinforcing bar (303) and the connection node of upper right body of wall reinforcing bar (314)、With lower window frame reinforcing bar (304) and the connection node of bottom right body of wall reinforcing bar (316)、It is first kind node (J1) with the connection node of lower middle wall frame reinforcing bar (311) and bottom right wall frame reinforcing bar (312)，Described right window frame reinforcing bar (302) is Equations of The Second Kind node (J2) with the connection node of middle wall body reinforcing bar (317)，Described right wall frame reinforcing bar (306) and the connection node of upper right wall frame reinforcing bar (309)、Connection node with upper right body of wall reinforcing bar (314)、Connection node with bottom right body of wall reinforcing bar (316)、Connection node with bottom right wall frame reinforcing bar (312)、It is the 4th category node (J4) with the connection node of middle wall body reinforcing bar (317)，Described middle wall body reinforcing bar (317) and the connection node of upper middle wall frame reinforcing bar (308)、Connection node with upper window frame reinforcing bar (303)、Connection node with lower window frame reinforcing bar (304)、It is the 3rd category node (J3) with the connection node of lower middle wall frame reinforcing bar (311)；
The window surrounded by described left window frame reinforcing bar (301), upper window frame reinforcing bar (303), right window frame reinforcing bar (302) and lower window frame reinforcing bar (304) is described assembled self-locking and connects whole rectangle wall window (W) watering exterior wall, and the internal hollow space in addition to described rectangle wall window (W) space, place of described steel skeleton unit belongs to the concreting inner chamber of described steel skeleton (300).
Assembled steel the most according to claim 1-concrete frame shear wall building system, it is characterised in that:
nullThe version of described first kind node (J1) is: the end of (GJ2) is connected on a described channel-section steel (GJ1) by two by described narrow gap angle steel by four L-shaped steel nails (GD)，And one pair of which is positioned at the groove side of this channel-section steel (GJ1)、Another is pointed to the rear side of this channel-section steel (GJ1)，I.e. for being positioned at the narrow gap angle steel of groove side to (GJ2)，The coplanar limit (gb) of its outboard angle (WJ) and inner side angle steel (NJ) all offers the L-shaped breach (qk) being positioned at end、Parallel edges (pb) all has the through hole near described L-shaped breach (qk)，The long leg of described L-shaped breach (qk) is close to described parallel edges (pb) and is arranged，Coplanar limit (gb) end of described outboard angle (WJ) and inner side angle steel (NJ) is all welded with the steel plate with holes (KB) of the short leg being positioned at described L-shaped breach (qk)；For being positioned at the narrow gap angle steel of rear side to (GJ2), the end of its outboard angle (WJ) and inner side angle steel (NJ) is all welded with the steel plate with holes (KB) being positioned at interior angle side；The web of described channel-section steel (GJ1) has the interior side through hole of wing plate inside it and outer side through hole for wing plate outside it corresponding to described first kind node (J1) position, and the inner side wing plate of described channel-section steel (GJ1) and outside wing plate both correspond to described first kind node (J1) position and have a through hole；nullThe outside wing plate of described channel-section steel (GJ1) is inserted in L-shaped breach (qk) long leg of described outboard angle (WJ)、Inner side wing plate is inserted in L-shaped breach (qk) long leg of described inner side angle steel (NJ)，A described L-shaped steel nail (GD) in this first kind node (J1) is positioned at outboard angle (WJ) parallel edges (pb) through hole and the outside wing plate through hole of groove side described in passing、A piece described L-shaped steel nail (GD) is welded on, described in passing, steel plate with holes (KB) through hole being positioned in rear side outboard angle (WJ)、Near the through hole of outside wing plate be welded on steel plate with holes (KB) through hole being positioned in groove side outboard angle (WJ) on web、A piece described L-shaped steel nail (GD) is positioned at inner side angle steel (NJ) parallel edges (pb) through hole and the inner side wing plate through hole of groove side described in passing、L-shaped steel nail (GD) described in last root is welded on, described in passing, steel plate with holes (KB) through hole being positioned on angle steel inside rear side (NJ)、Near the through hole of inner side wing plate be welded on steel plate with holes (KB) through hole being positioned on angle steel inside groove side (NJ) on web；
The version of described Equations of The Second Kind node (J2) is: the groove side that two L-shaped steel nails (GD) are connected on a described channel-section steel (GJ1) and are positioned at this channel-section steel (GJ1) is passed through in the end of (GJ2) by narrow gap angle steel described in a pair, i.e. this is positioned at the narrow gap angle steel of groove side to (GJ2), the coplanar limit (gb) of its outboard angle (WJ) and inner side angle steel (NJ) all offers the L-shaped breach (qk) being positioned at end, parallel edges (pb) all has the through hole near described L-shaped breach (qk), the long leg of described L-shaped breach (qk) is close to described parallel edges (pb) and is arranged；The inner side wing plate of described channel-section steel (GJ1) and outside wing plate both correspond to described Equations of The Second Kind node (J2) position and have a through hole；The outside wing plate of described channel-section steel (GJ1) is inserted in L-shaped breach (qk) long leg of described outboard angle (WJ), inner side wing plate is inserted in L-shaped breach (qk) long leg of described inner side angle steel (NJ), a described L-shaped steel nail (GD) in this Equations of The Second Kind node (J2) pass described in be positioned at L-shaped steel nail (GD) described in outboard angle (WJ) parallel edges (pb) through hole of groove side and outside wing plate through hole, another root pass described in be positioned at inner side angle steel (NJ) parallel edges (pb) through hole and the inner side wing plate through hole of groove side；
The version of described 3rd category node (J3) is: broad gap angle steel described in a pair is connected to narrow gap angle steel described in a pair on (GJ2) to the end of (GJ3) by two L-shaped steel nails (GD), i.e. this broad gap angle steel the outboard angle (WJ) of (GJ3) and the coplanar limit (gb) of inner side angle steel (NJ) are all offered be positioned at the yi word pattern breach (yz) of end, parallel edges (pb) all has the through hole near described yi word pattern breach (yz), the described parallel edges (pb) of being close to of described yi word pattern breach (yz) is arranged；Narrow gap angle steel all has a through hole to (GJ2) corresponding to outboard angle (WJ) parallel edges (pb) of described 3rd category node (J3) position and inner side angle steel (NJ) parallel edges (pb)；nullOutboard angle (WJ) parallel edges (pb) of (GJ2) is inserted in the yi word pattern breach (yz) of described outboard angle (WJ) by described narrow gap angle steel、Inner side angle steel (NJ) parallel edges (pb) is inserted in the yi word pattern breach (yz) of described inner side angle steel (NJ)，A described L-shaped steel nail (GD) in 3rd category node (J3) through described narrow gap angle steel to outboard angle (WJ) parallel edges (pb) through hole of (GJ2) and broad gap angle steel outboard angle (WJ) parallel edges (pb) through hole to (GJ3)、L-shaped steel nail (GD) described in another root through described narrow gap angle steel to inner side angle steel (NJ) parallel edges (pb) through hole of (GJ2) and broad gap angle steel inner side angle steel (NJ) parallel edges (pb) through hole to (GJ3)；
The version of described 4th category node (J4) is: narrow gap angle steel described in a pair is connected to broad gap angle steel described in a pair on (GJ3) to the end of (GJ2) by two L-shaped steel nails (GD), i.e. this narrow gap angle steel all has the through hole of close end to the outboard angle (WJ) of (GJ2) and the parallel edges (pb) of inner side angle steel (NJ)；Broad gap angle steel all has a through hole to (GJ3) corresponding to outboard angle (WJ) parallel edges (pb) of described 4th category node (J4) position and inner side angle steel (NJ) parallel edges (pb)；A described L-shaped steel nail (GD) in 3rd category node (J3) through described narrow gap angle steel to outboard angle (WJ) parallel edges (pb) through hole of (GJ2) and broad gap angle steel to L-shaped steel nail (GD) described in outboard angle (WJ) parallel edges (pb) through hole of (GJ3), another root through described narrow gap angle steel to inner side angle steel (NJ) parallel edges (pb) through hole of (GJ2) and broad gap angle steel inner side angle steel (NJ) parallel edges (pb) through hole to (GJ3).
Assembled steel the most according to claim 2-concrete frame shear wall building system, it is characterised in that: described steel skeleton unit is additionally provided with many diagonal brace reinforcing bars (318)；Described left wall frame reinforcing bar (305), left window frame reinforcing bar (301), it is positioned at each middle wall body reinforcing bar (317) of described lower window frame reinforcing bar (304) place horizontal plane lower position, in right window frame reinforcing bar (302) and right wall frame reinforcing bar (306), two reinforcing bars that arbitrarily left and right is adjacent are positioned between the position of described lower window frame reinforcing bar (304) place horizontal plane lower position and are respectively connected with a described diagonal brace reinforcing bar (318), and, each diagonal brace reinforcing bar (318) forms the jaggies shape extended from left to right, wherein, the diagonal brace reinforcing bar (318) being positioned at leftmost is arranged with the most upwardly extending state, the diagonal brace reinforcing bar (318) being positioned at rightmost is arranged with the state downwardly extended from left to right.
nullAssembled steel the most according to claim 3-concrete frame shear wall building system，It is characterized in that: described diagonal brace reinforcing bar (318) uses narrow gap angle steel that (GJ2) and its end are had inclined end face，Described diagonal brace reinforcing bar (318) left part being positioned at leftmost and the connection node of described left wall frame reinforcing bar (305)、The connection node of described diagonal brace reinforcing bar (318) right part and described right wall frame reinforcing bar (306) being positioned at rightmost is the 4th category node (J4)，Adjacent two diagonal brace reinforcing bars (318) and the connection node of described left window frame reinforcing bar (301)、Adjacent two diagonal brace reinforcing bars (318) and the connection node of described right window frame reinforcing bar (302)、Adjacent two diagonal brace reinforcing bars (318) are the 5th category node (J5) with the connection node of middle wall body reinforcing bar (317)；The version of described 5th category node (J5) is: have additional two described L-shaped steel nails (GD) on the basis of described first kind node (J1).
nullAssembled steel the most according to claim 2-concrete frame shear wall building system，It is characterized in that: described steel skeleton unit belongs in the hollow space of described concreting inner chamber，Between described left wall frame reinforcing bar (305) and right wall frame reinforcing bar (306), drawknot has one to be positioned at described rectangle wall window (W) top and horizontally disposed deformed bar (500) and one are positioned at below described rectangle wall window (W) and horizontally disposed deformed bar (500)，Between described upper left wall frame reinforcing bar (307) and bottom left wall frame reinforcing bar (310), drawknot has a deformed bar being vertically arranged (500)，Between described upper right wall frame reinforcing bar (309) and bottom right wall frame reinforcing bar (312), drawknot has a deformed bar being vertically arranged (500)，Between described left wall frame reinforcing bar (305) and upper middle wall frame reinforcing bar (308)、Between described middle wall frame reinforcing bar (308) and right wall frame reinforcing bar (306)、Between described right wall frame reinforcing bar (306) and lower middle wall frame reinforcing bar (311)、Between described lower middle wall frame reinforcing bar (311) and left wall frame reinforcing bar (305), equal drawknot has a deformed bar being obliquely installed (500).
6. according to the assembled steel described in claim 2 to 5 any one-concrete frame shear wall building system, it is characterized in that: described assembled self-locking connects the whole exterior wall that waters and has additional at least one described rectangle wall window (W), described steel skeleton (300) is provided with the described steel skeleton unit identical with described rectangle wall window (W) quantity, each steel skeleton unit horizontal is arranged, and, in two adjacent described steel skeleton unit, right wall frame reinforcing bar (306) of left steel skeleton unit and left wall frame reinforcing bar (305) of right steel skeleton unit coincide and are fixedly connected into one.
7. according to the assembled steel described in claim 2 to 5 any one-concrete frame shear wall building system, it is characterized in that: described channel-section steel (GJ1) is standard-sized cold bending thin wall channel-section steel, described outboard angle (WJ) and inner side angle steel (NJ) are standard-sized cold bending thin wall angle steel.
8. according to the assembled steel described in claim 2 to 5 any one-concrete frame shear wall building system, it is characterized in that: described outer panels (100) and wainscot (200) are wood cement board, and described foamed concrete (400) is water proof type light foam concrete.
null9. according to the assembled steel described in claim 2 to 5 any one-concrete frame shear wall building system，It is characterized in that: the beam in described assembled steel-concrete frame shear wall building system is girder steel、Post is steel-concrete post、Shear wall is steel plate shear force wall，Described assembled self-locking connects the whole exterior wall that waters and is arranged between adjacent upper strata girder steel (600) and lower floor's girder steel (700) and between adjacent left vertical member (800) and right vertical member (900)，Described assembled self-locking connects upper left wall frame reinforcing bar (307) that the whole steel skeleton (300) watering exterior wall is comprised each steel skeleton unit、In upper, wall frame reinforcing bar (308) and upper right wall frame reinforcing bar (309) all lower surfaces with described upper strata girder steel (600) are welded and fixed，Described assembled self-locking connects bottom left wall frame reinforcing bar (310) that the whole steel skeleton (300) watering exterior wall is comprised each steel skeleton unit、Middle wall frame reinforcing bar (311) and bottom right wall frame reinforcing bar (312) upper surface all with described lower floor girder steel (700) is descended to be welded and fixed，Described assembled self-locking connects the right side of left wall frame reinforcing bar (305) and described left vertical member (800) that the whole steel skeleton (300) watering exterior wall is positioned at leftmost steel skeleton unit and is welded and fixed，Described assembled self-locking connects the left side of right wall frame reinforcing bar (306) and described right vertical member (900) that the whole steel skeleton (300) watering exterior wall is positioned at rightmost steel skeleton unit and is welded and fixed；Wherein, described left vertical member (800) and right vertical member (900) are steel-concrete post or steel plate shear force wall.
nullAssembled steel the most according to claim 9-concrete frame shear wall building system，It is characterized in that: described girder steel is U-shaped composite beam (L10)，Described U-shaped composite beam (L10) has U-shaped girder steel housing，This U-shaped girder steel housing is by leading web (L11)、Trailing web (L12)、Base plate (L13)、Front flange plate (L14) and rear flange plate (L15) are constituted，Wherein，Described base plate (L13) is welded between leading web (L11) bottom and trailing web (L12) bottom，Described front flange plate (L14) is welded on the top of leading web (L11) and is positioned at the forward position of leading web (L11)，Described rear flange plate (L15) is welded on the top of trailing web (L12) and is positioned at the rearward position of trailing web (L12)，Described leading web (L11) and trailing web (L12) be arranged in parallel，Described base plate (L13)、Front flange plate (L14) and rear flange plate (L15) are respectively perpendicular to described leading web (L11) and arrange，And，Left part steel deck-plate (L16) and the right part of described U-shaped girder steel housing are equipped with steel deck-plate (L16)、Interlude be provided with polylith along U-shaped girder steel housing bearing of trend uniform intervals arrange tension steel plate (L17) and U-shaped floor (L18)，Described steel deck-plate (L16) and each piece of tension steel plate (L17) arrange and are welded on each parallel to described base plate (L13) between described leading web (L11) top and trailing web (L12) top，Each piece of described U-shaped floor (L18) is all perpendicular to the bearing of trend setting of described U-shaped girder steel housing by U-shaped breach in the way of upward，And each piece of described U-shaped floor (L18) is all welded on the internal face of described leading web (L11)、The internal face of trailing web (L12)、On the bottom surface of the end face of base plate (L13) and one piece of described tension steel plate (L17)；The inner chamber of described U-shaped girder steel housing has poured girder cast-in-place concrete (L20), and, being embedded with four beam stiffeners (L30) arranged along described U-shaped girder steel housing bearing of trend in described girder cast-in-place concrete (L20), wherein two described beam stiffeners (L30) are positioned at the medium position of U-shaped girder steel housing, other two described beam stiffeners (L30) are positioned at the bottom position of U-shaped girder steel housing.
null11. assembled steels according to claim 10-concrete frame shear wall building system，It is characterized in that: the mode that described U-shaped composite beam (L10) is arranged between described adjacent left vertical member (800) and right vertical member (900) is: the installed surface of the corresponding described U-shaped composite beam (L10) of each vertical member is all welded with two beam angle cleats (L40) and beam link slot shaped steel (L50)，Described beam angle cleat (L40) and beam link slot shaped steel (L50) are all arranged along the bearing of trend of corresponding U-shaped composite beam (L10)，Front flange plate (L14) the end frame of described U-shaped composite beam (L10) is placed on one of them beam angle cleat (L40) of corresponding vertical member、Rear flange plate (L15) end frame is placed on another beam angle cleat (L40) of corresponding vertical member、Base plate (L13) end frame is placed on beam link slot shaped steel (L50) of corresponding vertical member，And make two outside wall surface of one of them described beam angle cleat (L40) be close to front flange plate (L14) lower surface and the setting of leading web (L11) outer face of described U-shaped composite beam (L10) respectively、Two outside wall surface of beam angle cleat (L40) described in another one are close to rear flange plate (L15) lower surface and the setting of trailing web (L12) outer face of described U-shaped composite beam (L10) respectively、Three internal faces of described beam link slot shaped steel (L50) groove side are close to leading web (L11) outer face of described U-shaped composite beam (L10) respectively、Base plate (L13) lower surface、Trailing web (L12) outer face is arranged，And，Said two beam angle cleat (L40) is connected fixing respectively by alignment pin (L60) with described front flange plate (L14) and rear flange plate (L15)，Two blocks of wing plates of described beam link slot shaped steel (L50) are welded and fixed with described leading web (L11) and trailing web (L12) respectively.
12. assembled steels according to claim 11-concrete frame shear wall building system, it is characterised in that: the floor in described assembled steel-concrete frame shear wall building system is full precast floor slab (B10)；nullDescribed full precast floor slab (B10) has the Rectangular Concrete plate (B11) pouring molding in advance，The inside of this Rectangular Concrete plate (B11) is embedded with many plate faces steel bar stress (B12) when pouring molding、Steel bar stress (B13) at the bottom of many plates、Distributing bar (B15) at the bottom of many plates surface construction reinforcing bar (B14) and many plates，Described plate face steel bar stress (B12) and plate surface construction reinforcing bar (B14) are positioned at the top position of distributing bar (B15) at the bottom of steel bar stress (B13) at the bottom of described plate and plate，Steel bar stress (B13) at the bottom of described plate face steel bar stress (B12) and plate is arranged along the horizontal direction of described Rectangular Concrete plate (B11)，And the two ends of steel bar stress (B13) pass outside two sides that described Rectangular Concrete plate (B11) is positioned on horizontal direction respectively at the bottom of described plate face steel bar stress (B12) and plate，Steel bar stress (B13) at the bottom of described each plate face steel bar stress (B12) and each plate is arranged along the longitudinal direction uniform intervals of described Rectangular Concrete plate (B11) respectively，Distributing bar (B15) at the bottom of described plate surface construction reinforcing bar (B14) and plate is arranged along the longitudinal direction of described Rectangular Concrete plate (B11)，And the two ends of distributing bar (B15) pass outside two sides that described Rectangular Concrete plate (B11) is positioned on longitudinal direction respectively at the bottom of described plate surface construction reinforcing bar (B14) and plate，And，Distributing bar (B15) at the bottom of described each plate surface construction reinforcing bar (B14) of described plate face steel bar stress (B12) and each plate is arranged along the horizontal direction uniform intervals of described Rectangular Concrete plate (B11) respectively；And, described plate face steel bar stress (B12) passes the part outside Rectangular Concrete plate (B11) and has the hook portion downwardly extended, and the upper surface of described Rectangular Concrete plate (B11) is provided with multiple suspension hook reinforcing bar (B16) for lifting full precast floor slab (B10), the lower surface that is positioned at central part position (B11a) is provided with boss (B11b).
null13. assembled steels according to claim 12-concrete frame shear wall building system，It is characterized in that: the mode that adjacent two pieces of described full precast floor slabs (B10) are arranged on same described U-shaped composite beam (L10) is: the lower surface that described two pieces of adjacent full precast floor slabs (B10) are positioned at edge placement (B11c) be respectively seated on front flange plate (L14) end face of described full precast floor slab (B10) and and rear flange plate (L15) end face on，And plate face steel bar stress (B12) hook portion of described two pieces of adjacent full precast floor slabs (B10) is respectively protruding in the U-shaped girder steel housing cavity of described U-shaped composite beam (L10)，Steel bar stress (B13) at the bottom of the plate of described two pieces of adjacent full precast floor slabs (B10) overlaps and is welded and fixed，Floor pouring concrete (B20) has been poured between described two pieces of adjacent full precast floor slabs (B10)，Described floor pouring concrete (B20) and described girder cast-in-place concrete (L20) formed by integrally casting molding，And the end face of described floor pouring concrete (B20) is concordant with the upper surface of described two pieces of adjacent full precast floor slabs (B10)；And, gap between the front flange plate (L14) of described full precast floor slab (B10) and the boss (B11b) of full precast floor slab (B10) rested upon is filled with elastic break-preventing clay (B30), the gap between the rear flange plate (L15) of described full precast floor slab (B10) and the boss (B11b) of full precast floor slab (B10) rested upon is filled with elastic break-preventing clay (B30).
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