CN206091045U - Antinode core precast concrete assembled composite wall - Google Patents
Antinode core precast concrete assembled composite wall Download PDFInfo
- Publication number
- CN206091045U CN206091045U CN201620916642.0U CN201620916642U CN206091045U CN 206091045 U CN206091045 U CN 206091045U CN 201620916642 U CN201620916642 U CN 201620916642U CN 206091045 U CN206091045 U CN 206091045U
- Authority
- CN
- China
- Prior art keywords
- antinode
- central layer
- composite wall
- plate
- core
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Abstract
The utility model relates to an antinode core precast concrete assembled composite wall. This composite wall comprises antinode core unit and reinforced concrete. Antinode core unit strengthens the post by antinode core, edge and the end plate constitutes, the face of antinode core is wavyly, the edge strengthens that the post is fixed to be set up in the both sides of antinode core, and the column length direction that the post is strengthened at the edge parallels with the crest or the trough of antinode core, the post is strengthened at the edge upper and lower both ends respectively with the upper and lower both ends looks parallel and level of antinode core, two end plates set firmly the upper and lower both sides of strengthening the post at antinode core and edge respectively, the outside of post is strengthened in the reinforced concrete cladding at antinode core and edge. The utility model discloses site assembly degree height, construction speed are fast, industrialization, commercialized degree are high. The utility model discloses can combine the various advantages that have had the lateral force resistance member, can bear vertical load, can resist the level effect again, bring into play the important function in many high levels and super high -rise building structure system aseismic design.
Description
Technical field
The utility model belongs to construction wall constructing technology field, and in particular to a kind of antinode central layer precast concrete assembling
Formula composite wall.
Background technology
Reinforced concrete shear wall structure of the prior art, because its overall performance is good, big anti-side rigidity, high capacity,
Opposing wind load and small earthquakes effect is good and be extensive in tall and super tall R.C. buidings the features such as excellent fire protecting performance
Using main lateral resistant member.It is big yet with reinforced concrete shear wall rigidity, can bear larger under geological process
Horizontal shear, causes its crack to earlier generate, and affects the rigidity of structure and bearing capacity, and is not easily repaired after shaking.In addition with building
Building thing highly increases, and shear wall axial compression ratio constantly increases, in order to ensure structure ductility, when using normal concrete shear wall,
Need that using larger thickness of wall body design requirement could be met, occupy larger use space, improve construction costs.
The ductility of reinforced concrete shear wall structure in order to improve prior art, improves its power consumption under geological process
Ability, there has been proposed various corrective measures, including steel plate shear force wall, slotted steel plate shear wall, stiffened steel plate shear wall, constraint
Steel plate shear force wall etc..But it is respectively present following deficiency：
Steel plate shear force wall is excessively thin due to thickness, out-of-plane buckling can be occurred to early under horizontal earthquake action, in low Zhou Fanfu
Energy dissipation capacity is relatively low under load action, if being unsatisfactory for cost-effectiveness requirement again using the larger steel plate of thickness.Stiffened steel plates are sheared
Although wall avoids the situation that steel plate shear force wall occurs to early out-of-plane buckling, but it is due to steel construction self-characteristic, damp-proof and fireproof
Construction is more intractable.Constraint steel plate shear force wall is to adopt the plug-in concrete slab of steel plate shear force wall, it is to avoid steel plate shear force wall is more early sent out
A kind of measure of raw out-of-plane buckling, to ensureing that shear wall has certain energy dissipation capacity, between plug-in concrete slab and surrounding framework
A fixed gap must be left to meet the deformation requirements of core steel plate, therefore constrain junction between steel plate shear force wall and framework
Waterproof and fireproof construction are more intractable, and plug-in concrete slab increased dead load, reduce structural seismic performance.
Therefore, prior art lacks one kind for undertaking vertical load, and the performance that horizontal force can be resisted again is excellent
Good lateral resistant member.
Utility model content
The utility model is to avoid the deficiency existing for above-mentioned prior art, there is provided a kind of assembled in situ degree height,
Speed of application is fast, industrialization, commercialized degree are high, while being connected convenient antinode central layer concrete with girder steel, floor
Native assembled composite wall, the utility model can undertake vertical load with reference to the advantage of various existing lateral resistant members, and
Horizontal force can be resisted.
For achieving the above object, the utility model employs following technical proposals：
A kind of antinode central layer precast concrete assembled composite wall, this composite wall is by antinode central layer unit and is coated on
Armoured concrete slab on the outside of antinode central layer unit is constituted.
Preferably, the antinode central layer unit is the unit member being made up of antinode central layer, Edge Enhancement post and end plate；Institute
The plate face of antinode central layer is stated in wavy；The Edge Enhancement post is fixedly installed on the both sides of antinode central layer, Edge Enhancement post
Column length direction is parallel with the crest or trough of antinode central layer, and the upper and lower ends of Edge Enhancement post are upper with antinode central layer respectively
Lower two ends flush；The end plate is set to two, and two end plates are installed in respectively the upper and lower of antinode central layer and Edge Enhancement post
Both sides；
The armoured concrete slab is coated on the outside of antinode central layer and Edge Enhancement post.
Preferably, some through holes are equably laid with the crest or trough of the antinode central layer, the through hole is arranged
There is metal shearing-resistant member；The antinode central layer is linked together by metal shearing-resistant member and armoured concrete slab.
Preferably, the Edge Enhancement post is the i-shape component being made up of two wing plates and web, and Edge Enhancement post is logical
The wing plate and the end of antinode central layer for crossing its side is welded and fixed together；The wing plate of the Edge Enhancement post and the end of web
It is connected with corresponding end plate butt welding respectively.
Preferably, the metal shearing-resistant member is bolt, and bolt is interspersed in the through hole, and bolt positioned at antinode central layer
Both sides shaft on be equipped with nut.
Further, the end plate is provided with connecting hole in the both sides of antinode central layer, and end plate is also in Edge Enhancement post
Region between wing plate and web is provided with connecting hole, and position and the aperture all same of the connecting hole of two end plates.
Further, the connecting hole in antinode central layer both sides respectively with the crest on antinode central layer or trough is relative sets
Put；The plane that the hole center of each connecting hole crest corresponding thereto or trough are connected and constitute perpendicular to end plate plate face,
And the plate face of the wing plate parallel to Edge Enhancement post.
Preferably, the side flush of the armoured concrete slab and upper/lower terminal plate；The armoured concrete slab it is interior
Portion arranges vertical and horizontal bar-mat reinforcement, armoured concrete slab and with end plate on connecting hole the reserved notch in corresponding position.
Preferably, it is when two composite walls are assembled, the downside end plate of the composite wall in top is compound with what is be below
The upside end plate alignment of wall, and the connecting hole at the opposite position on this two end plates is aligned, then existed by notch
The connection hole insertion connector of two alignments.
Preferably, the antinode central layer is the steel plate that thickness is 2～30mm, and composite wall thickness of wall body is 100～300mm.
The beneficial effects of the utility model are：
1) the utility model overcomes the shortcoming that ordinary reinforced concrete shear wall body thickness is partially thick, deadweight is larger；
Overcome some new lateral resistant member difficulty of construction be big, steel using amount is more, the deficiency such as water proof structure is difficult to process；Play simultaneously
Construction of Steel Structure speed is fast, the advantage that high capacity, ductility and energy dissipation capacity are good, and concrete shear force wall punch conveniently,
The characteristics of flexible arrangement, with excellent earthquake resistance, save template, connect firm and steel using amount between easy construction, steel plate
The advantages such as saving, for architectural industrialization development has good impetus；
2) the antinode central layer unit in the utility model can be welded in factory-assembled, and be capable of achieving factory's assembling reinforcement
Mesh sheet and factory's cast and maintenance outside armoured concrete slab, live bolt connection, it is not necessary to form erecting operation, speed of application
Hurry up；
3) the antinode central layer precast concrete assembled composite wall flexible arrangement in the utility model, can be used as vertically holding
Power component is carried, vertical load is transmitted in the structure, again can be as important lateral resistant member, in many executive information systems knot
Play a significant role in structure system Aseismic Design；
4) the utility model antinode central layer precast concrete assembled composite wall adopts metal shearing-resistant member drawknot both sides reinforcing bar
Concrete slab, it can be ensured that the armoured concrete slab of both sides and middle antinode central layer are completely embedded and cooperation, both sides steel
Reinforced concrete plate provides sidewise restraint for middle antinode central layer, it is to avoid middle antinode central layer more early occurs out-of-plane buckling, increased
Prefabricated combined wall energy dissipation capacity.
5) the metal shearing-resistant member being interspersed on antinode central layer of the present utility model has various implementations, i.e. metal shearing-resistant member
The through hole of antinode central layer can be directly welded at, the utility model employs the metal shearing-resistant member of uniqueness, will metal shearing resistance
Part is set to bolt, and is respectively provided with nut on the both sides shaft positioned at antinode central layer of bolt, and the metal in the utility model resists
Cut part and not only equally serve the effect of drawknot both sides armoured concrete slab, and be easy to construction and installation, drastically increase and apply
Work efficiency rate, reduces difficulty of construction.
6) the Edge Enhancement post in the utility model can be using all kinds of hot-rolled steel sections, welding shaped steel and cold bending thin wall type
Steel, its function is to be engaged with antinode central layer, not only significantly enhances the ability that composite wall transmits vertical load, and greatly
The ability that improve body of wall lateral resisting.
7) the utility model antinode central layer precast concrete assembled composite wall has larger initial stiffness, good modeling
Property performance, stable hysteretic characteristic, its non-deformability is strong, and structural steel amount is moderate, due to being in wavy ripple using section
Abdomen central layer, increased the vertical bearing capacity and anti-side rigidity of prefabricated composite wall.
Description of the drawings
The structural representation that Fig. 1,3 are antinode central layer unit.
Fig. 2 is the structural representation of the antinode central layer unit for removing a side end panel.
Fig. 4,5 be provided with metal shearing-resistant member antinode central layer unit structural representation.
Fig. 6 is the attachment structure figure of two antinode central layer units.
Fig. 7 is the structural representation of two combined walls.
Mark implication in figure is as follows：
10- antinode central layer units
11- antinode central layer 111- through hole 112- metal shearing-resistant members
12- Edge Enhancement post 121- wing plate 122- webs
13- end plate 131- connecting holes
20- armoured concrete slab 21- notches
30- connectors
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.
As shown in Fig. 1～7, a kind of antinode central layer precast concrete assembled composite wall, this composite wall is by antinode central layer
Unit 10 and the armoured concrete slab 20 being coated on the outside of antinode central layer unit 10 are constituted.
As shown in Fig. 1～5, the antinode central layer unit 10 is by antinode central layer 11, Edge Enhancement post 12 and the structure of end plate 13
Into unit member；As shown in Figures 1 to 3, the plate face of the antinode central layer 11 is in wavy；The Edge Enhancement post 12 is fixed and set
Put in the both sides of antinode central layer 11, the column length direction of Edge Enhancement post 12 is parallel with the crest or trough of antinode central layer 11, and
The upper and lower ends of Edge Enhancement post 12 respectively with the upper and lower ends flush of antinode central layer 11；The end plate 13 is set to two,
Two end plates are installed in respectively the both sides up and down of antinode central layer 11 and Edge Enhancement post 12；
As shown in fig. 7, the armoured concrete slab 20 is coated on the outside of antinode central layer 11 and Edge Enhancement post 12.
As shown in Figure 2,3, some through holes 111 are equably laid with the crest or trough of the antinode central layer 11, it is described
Metal shearing-resistant member 112 is provided with through hole 111；The antinode central layer 11 is by metal shearing-resistant member 112 and armoured concrete slab 20
Link together.
Metal shearing-resistant member 112 can be selected as metal bar or metal cylinder, be inserted in metal bar or metal cylinder during construction logical
In hole 111, then metal bar or metal cylinder are directly welded at through hole 111.As shown in Figure 4,5, in the present embodiment
The metal shearing-resistant member 112 is bolt, and bolt is interspersed in the through hole 111, and the both sides positioned at antinode central layer 11 of bolt
Nut is equipped with shaft.During so as to constructing, it is only necessary to bolt is interspersed in through hole 111, then carrying at bolt two ends
Screw on respectively on the shaft of screw thread nut, so as to the utility model in this metal shearing-resistant member 112 not only draw materials conveniently,
And drastically increase efficiency of construction.
As shown in Fig. 1,2,4, the Edge Enhancement post 12 is the I shape structure being made up of two wing plates 121 and web 122
Part, and Edge Enhancement post 12 is welded and fixed together by the wing plate 121 of its side and the end of antinode central layer 11, such as Fig. 2,4
Shown, the end being connected of the wing plate 121 with Edge Enhancement post of antinode central layer 11 is set to straight plate face；The edge
The wing plate 121 of reinforcing prop 12 and the end of web 122 are connected respectively with the corresponding butt welding of end plate 13.
Edge Enhancement post directly using the I-steel of dimension can also adopt all kinds of hot-rolled steel sections, solder type
Steel and light gauge cold-formed steel shape, it is also possible to which at the scene processing and fabricating is formed.
As shown in Fig. 1,2,4,5, the end plate 13 is provided with connecting hole 131, end plate 13 in the both sides of antinode central layer 11
Region also between the wing plate 121 and web 122 of Edge Enhancement post 12 is provided with connecting hole 131, and the company of two end plates 13
Connect position and the aperture all same in hole.
As shown in Figure 2,4, the connecting hole 131 in the both sides of antinode central layer 11 respectively with antinode central layer 11 on crest or ripple
Paddy is oppositely arranged；The plane that the hole center of each connecting hole crest corresponding thereto or trough are connected and constitute is perpendicular to end plate
13 plate face, and the plate face of the wing plate 121 parallel to Edge Enhancement post 12.
The meaning of prior art structure is：Each connecting hole 131 is arranged between two adjacent crests or trough, with
As a example by Fig. 2, the upside for taking the cross section of antinode central layer 11 is top, and the downside of the cross section of antinode central layer 11 is lower section, then antinode core
The top of plate 11 is the crest arranged successively, and the lower section of antinode central layer 11 is the trough arranged successively, so as to be in antinode central layer
The connecting hole 131 of 11 top is arranged between adjacent crest, and the hole of the connecting hole 131 of the top in antinode central layer 11
Trough between center and this adjacent peaks is oppositely arranged, and connecting hole 131 is connected and constitutes with the trough for arranging corresponding thereto
Plane perpendicular to end plate 13 plate face, and the plate face of the wing plate 121 parallel to Edge Enhancement post 12；And it is in antinode central layer 11
The connecting hole 131 of lower section is arranged between adjacent trough, and the hole center of the connecting hole 131 of the lower section in antinode central layer 11
Crest between trough adjacent with this is oppositely arranged, the plane that connecting hole 131 is connected and constitutes with the crest for arranging corresponding thereto
Perpendicular to the plate face of end plate 13, and the plate face of the wing plate 121 parallel to Edge Enhancement post 12.
As shown in fig. 7, the side flush of the armoured concrete slab 20 and upper/lower terminal plate 13；The reinforced concrete
The inside of native plate 20 arranges vertical and horizontal bar-mat reinforcement, armoured concrete slab 20 and corresponding with the connecting hole 131 on end plate 13
Notch 21 is reserved at position.
As shown in fig. 7, when two composite walls are assembled, by the downside end plate of the composite wall in top and answering for being below
The upside end plate alignment of wall is closed, and aligns the connecting hole at the opposite position on this two end plates, then by notch
21 insert connector 30 in the connection hole of two alignments.
That is, by reserved connecting hole 131 and notch 21, the composite wall in the utility model can conveniently each other
It is connected and constitutes the body of wall of larger breadth.
Preferably, for multilayer shear wall structure or the superstructure component of high-rise and Super High shear wall structure, institute
State antinode central layer 11 and preferably preferably adopt thickness for the sheet metal of 2～6mm, composite wall thickness of wall body is 100～200mm；Fabric
Antinode central layer 11 in component preferably adopts thickness for the medium plate of 8～30mm, and composite wall thickness of wall body is 120～250mm.
For the middle bottom knot of high-rise and Super High frame shear wall structure, shear wall structure, frame cylinder and tube structure
Structure component, the antinode central layer 11 preferably adopts thickness for the medium plate of 8～30mm, composite wall thickness of wall body be 150～
300mm。
Claims (9)
1. a kind of antinode central layer precast concrete assembled composite wall, it is characterised in that：This composite wall is by antinode central layer unit
And the armoured concrete slab (20) that is coated on the outside of antinode central layer unit (10) is constituted (10)；
The antinode central layer unit (10) is the unit structure being made up of antinode central layer (11), Edge Enhancement post (12) and end plate (13)
Part；The plate face of the antinode central layer (11) is in wavy；The Edge Enhancement post (12) is fixedly installed on antinode central layer (11)
Both sides, the column length direction of Edge Enhancement post (12) is parallel with the crest or trough of antinode central layer (11), and Edge Enhancement post
(12) upper and lower ends respectively with the upper and lower ends flush of antinode central layer (11)；The end plate (13) is set to two, two
End plate is installed in respectively the both sides up and down of antinode central layer (11) and Edge Enhancement post (12)；
The armoured concrete slab (20) is coated on the outside of antinode central layer (11) and Edge Enhancement post (12).
2. antinode central layer precast concrete assembled composite wall according to claim 1, it is characterised in that：The antinode core
Some through holes (111) are equably laid with the crest or trough of plate (11), through hole (111) place is provided with metal shearing-resistant member
(112)；The antinode central layer (11) is linked together by metal shearing-resistant member (112) with armoured concrete slab (20).
3. antinode central layer precast concrete assembled composite wall according to claim 1, it is characterised in that：The edge adds
Strong post (12) is the i-shape component being made up of two wing plates (121) and web (122), and Edge Enhancement post (12) is by its side
Wing plate (121) be welded and fixed together with the end of antinode central layer (11)；The wing plate (121) of the Edge Enhancement post (12) and
The end of web (122) is connected respectively with corresponding end plate (13) butt welding.
4. antinode central layer precast concrete assembled composite wall according to claim 2, it is characterised in that：The metal resists
It is bolt to cut part (112), and bolt is interspersed in the through hole (111), and the both sides shaft positioned at antinode central layer (11) of bolt
On be equipped with nut.
5. antinode central layer precast concrete assembled composite wall according to claim 3, it is characterised in that：The end plate
(13) connecting hole (131) is provided with the both sides of antinode central layer (11), end plate (13) is also in the wing plate of Edge Enhancement post (12)
(121) region and between web (122) is provided with connecting hole (131), and the position and hole of the connecting hole of two end plates (13)
Footpath all same.
6. antinode central layer precast concrete assembled composite wall according to claim 5, it is characterised in that：In antinode core
The connecting hole (131) of plate (11) both sides respectively with antinode central layer (11) on crest or trough be oppositely arranged；Each connecting hole
The plane that hole center crest corresponding thereto or trough are connected and constitute perpendicular to end plate (13) plate face, and parallel to edge
The plate face of the wing plate (121) of reinforcing prop (12).
7. antinode central layer precast concrete assembled composite wall according to claim 5, it is characterised in that：The reinforcing bar is mixed
The side flush of concrete board (20) and upper/lower terminal plate (13)；The inside of the armoured concrete slab (20) is arranged vertically and horizontally
Bar-mat reinforcement, armoured concrete slab (20) and with end plate (13) on connecting hole (131) the reserved notch in corresponding position
(21)。
8. antinode central layer precast concrete assembled composite wall according to claim 7, it is characterised in that：Two composite walls
During assembling, will align with the upside end plate of the composite wall being below in the downside end plate of composite wall of top, and make this two
The connecting hole at opposite position on individual end plate is aligned, and the then connection hole insertion by notch (21) in two alignments connects
Fitting (30).
9. the antinode central layer precast concrete assembled composite wall according to any one of claim 1～8, it is characterised in that：
The antinode central layer (11) is the steel plate that thickness is 2～30mm, and composite wall thickness of wall body is 100～300mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620916642.0U CN206091045U (en) | 2016-08-22 | 2016-08-22 | Antinode core precast concrete assembled composite wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620916642.0U CN206091045U (en) | 2016-08-22 | 2016-08-22 | Antinode core precast concrete assembled composite wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206091045U true CN206091045U (en) | 2017-04-12 |
Family
ID=58468670
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620916642.0U Active CN206091045U (en) | 2016-08-22 | 2016-08-22 | Antinode core precast concrete assembled composite wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206091045U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193435A (en) * | 2016-08-22 | 2016-12-07 | 合肥工业大学 | A kind of antinode central layer precast concrete assembled composite wall |
| CN107419826A (en) * | 2017-06-12 | 2017-12-01 | 河南奥斯派克科技有限公司 | Antinode plate and double-C-shaped steel composite structural member shear wall |
| CN109441001A (en) * | 2018-11-30 | 2019-03-08 | 精工工业建筑系统有限公司 | A kind of prefabricated outer wall panel with heat preservation sandwich layer |
| CN109736507A (en) * | 2019-02-18 | 2019-05-10 | 中国建筑第八工程局有限公司 | Assembled steel reinforced concrete shear wall and preparation method thereof |
| CN110258865A (en) * | 2019-07-09 | 2019-09-20 | 四川福美来新型建筑材料有限公司 | A kind of wall body structure of integrated house |
| CN114753524A (en) * | 2022-04-14 | 2022-07-15 | 北京工业大学 | Built-in densely-distributed column type double-layer corrugated steel plate composite shear wall |
| CN116044055A (en) * | 2023-03-09 | 2023-05-02 | 湖南嘉晟住建科技有限公司 | Steel-concrete shear wall and pouring method thereof |
-
2016
- 2016-08-22 CN CN201620916642.0U patent/CN206091045U/en active Active
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193435A (en) * | 2016-08-22 | 2016-12-07 | 合肥工业大学 | A kind of antinode central layer precast concrete assembled composite wall |
| CN106193435B (en) * | 2016-08-22 | 2019-08-02 | 合肥工业大学 | A kind of antinode core plate precast concrete assembled composite wall |
| CN107419826A (en) * | 2017-06-12 | 2017-12-01 | 河南奥斯派克科技有限公司 | Antinode plate and double-C-shaped steel composite structural member shear wall |
| CN109441001A (en) * | 2018-11-30 | 2019-03-08 | 精工工业建筑系统有限公司 | A kind of prefabricated outer wall panel with heat preservation sandwich layer |
| CN109441001B (en) * | 2018-11-30 | 2023-09-19 | 精工工业建筑系统有限公司 | Prefabricated external wall panel with heat preservation intermediate layer |
| CN109736507A (en) * | 2019-02-18 | 2019-05-10 | 中国建筑第八工程局有限公司 | Assembled steel reinforced concrete shear wall and preparation method thereof |
| CN110258865A (en) * | 2019-07-09 | 2019-09-20 | 四川福美来新型建筑材料有限公司 | A kind of wall body structure of integrated house |
| CN114753524A (en) * | 2022-04-14 | 2022-07-15 | 北京工业大学 | Built-in densely-distributed column type double-layer corrugated steel plate composite shear wall |
| CN116044055A (en) * | 2023-03-09 | 2023-05-02 | 湖南嘉晟住建科技有限公司 | Steel-concrete shear wall and pouring method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206091045U (en) | Antinode core precast concrete assembled composite wall | |
| CN106193435B (en) | A kind of antinode core plate precast concrete assembled composite wall | |
| CN107489212B (en) | Bearing-force-free shear-resistant buckling steel plate shear wall | |
| CN101245618A (en) | Two-side-connection combined steel plate shearing force wall | |
| CN102535679B (en) | Shear wall with dense ribs and clad steel plates | |
| CN108894362B (en) | Assembled grid type thin-wall steel plate recycled concrete combined shear wall and assembling method | |
| CN105275092A (en) | Energy consumption type node for connecting section steel concrete beam and steel-plate-wrapped composite shear wall | |
| CN202039477U (en) | External restrained combined steel plate wall with connecting surfaces at two edges | |
| CN110700437A (en) | Assembly type light steel energy dissipation wall with composite energy dissipation damper and connection mode of assembly type light steel energy dissipation wall | |
| CN106869567A (en) | A kind of energy-dissipating type cold-formed thin-walled steel pipe concrete Lateral Resistant System | |
| CN206655314U (en) | The board-like assembling building systems of DGC | |
| CN109667354A (en) | A kind of fabricated shear wall vertically consumes energy joint connecting equipment | |
| CN108867939B (en) | Buckling-restrained steel plate shear wall | |
| CN202416627U (en) | Composite steel plate shear wall | |
| CN103362208B (en) | Super high-rise building structure without inner tube | |
| CN203334423U (en) | Rebar joint structure of prefabricated stacked balcony slab and main body | |
| CN112160418A (en) | Anti special-shaped post frame construction system of side of assembled buckled plate | |
| CN112302167A (en) | Assembled steel construction dysmorphism post frame construction system | |
| CN106677379A (en) | Steel plate shear wall structure and construction method | |
| CN209585271U (en) | One kind is unilateral to be bolted reinforcing joint for resisting continuous collapse of beam column | |
| CN204876252U (en) | Prefabricated assembled steel node concrete slab post structure | |
| CN111042385A (en) | Assembled double-layer steel plate combined shear wall | |
| CN206487012U (en) | A kind of steel plate shear wall structure | |
| CN103195162B (en) | Standard unit assembled energy dissipating and damping structure system | |
| CN107355027B (en) | Section steel concrete shear wall assembly type space modularized structural system and construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |