CN205822507U - A kind of steel plate combined shear wall - Google Patents
A kind of steel plate combined shear wall Download PDFInfo
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- CN205822507U CN205822507U CN201620679819.XU CN201620679819U CN205822507U CN 205822507 U CN205822507 U CN 205822507U CN 201620679819 U CN201620679819 U CN 201620679819U CN 205822507 U CN205822507 U CN 205822507U
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- steel plate
- shear wall
- concrete
- steel
- edge member
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Abstract
The utility model discloses a kind of steel plate combined shear wall, including metope and wall end, wall end and corner thereof are provided with edge member, and two pieces of metopes are equipped with steel plate, and the end of steel plate is welded to each other with edge member；Connecting between two block plates has tension rib, tension rib to be connected with steel plate plug welding, and the cavity in edge member all waters with the cavity in steel plate and is inoculated with concrete.At the shaped steel edge member that steel plate combined shear wall end and corner are arranged, it is primarily subjected to axial force produced by component moment of flexure；At the steel plate that shear wall two metope is arranged, it is primarily subjected to horizontal shear；Pouring concrete in shear wall cavity, concrete is primarily subjected to vertical load.Steel plate combined shear wall has in-line, cross, L-shaped, the form such as Z-shaped, and its cross section is little, and intensity is high, and construction is simple.
Description
Technical field
This utility model relates to shear wall, especially relates to a kind of steel plate combined shear wall.
Background technology
Shear wall is also known as wind-resistant wall, seismic structural wall, earthquake resistant wall or structural wall.House or structures are primarily subjected to wind load, geological process
The horizontal loading caused and the body of wall of vertical load, prevent structure shear (being cut) from destroying.Its point shear wall and cylinder.Shear wall
In reinforced concrete frame structure, lift slab structure, flat slab system.For increasing the rigidity of structure, intensity and anti-fall collapsing
Ability, can cast-in-place or precast and assembled reinforced concrete shear wall at some position.Cast-in-place shear wall is watered with Zhou Bianliang, post simultaneously
Build, good integrity.The shear wall of Guan Bi is cylinder, and cylinder is in skyscraper, tall and slender structure and overhung construction, by elevator
Between, the division wall of staircase, equipment and assistance building surround, barrel is cast in situ ferroconcrete wall body, its rigidity and intensity
Relatively plane shear wall can bear bigger horizontal loading.
Steel plate shear force wall is the one of shear wall, and steel plate shear force wall can improve the lateral rigidity of reinforced concrete frame,
Effectively reduce the lateral displacement of framework, play the effect of the first line of defence；Along with the destruction of steel plate shear force wall, steel frame starts to carry
For necessary lateral rigidity, play the effect in second defence line.Steel plate combined shear wall is by reinforced concrete structure and steel construction
Combining, while by vertical load, its Main Function is subject to horizontal loading, such as wind load and horizontal earthquake action.
Steel plate combined shear wall is a kind of bending component that can bear bigger shearing.
Utility model content
The purpose of this utility model is to provide a kind of steel plate combined shear wall, at steel plate combined shear wall end and corner
Place is provided with shaped steel edge member, is primarily subjected to axial force produced by component moment of flexure；At shear wall two metope, steel plate is set,
It is primarily subjected to horizontal shear；Pouring concrete in shear wall cavity, concrete is primarily subjected to vertical load.Steel plate combined shear wall has a word
Shape, cross, L-shaped, the form such as Z-shaped, its cross section is little, and intensity is high, and construction is simple.
In order to solve above-mentioned technical problem, adopt the following technical scheme that
A kind of steel plate combined shear wall, including metope and wall end, it is characterised in that: wall end and corner thereof are provided with limit
Edge component, two pieces of metopes are equipped with steel plate, and the end of steel plate is welded to each other with edge member；Connect between two block plates and draw
Knot muscle, tension rib is connected with steel plate plug welding, and the cavity in edge member all waters with the cavity in steel plate and is inoculated with concrete.
After preferably, edge member selecting party steel pipe, hot rolled H-shaped or U-shaped steel.Square steel tube, hot rolled H-shaped or U-shaped steel is strong
Degree height, it is possible to bear axial force produced by component moment of flexure, simple in construction, draws materials conveniently.
Further, steel plate being uniformly provided with punching, punching is connected with tension rib plug welding, and plug welding is accurate and firm.
After preferably, tension rib selects round steel and pier nose round steel.
Further, the inner side of every block plate is provided with diaphragm plate, and diaphragm plate is horizontally disposed with；Diaphragm plate welds with tension rib, horizontal
The end of dividing plate is welded with edge member.On the one hand diaphragm plate strengthens the rigidity of edge member, when solving factory's making and transport
The deformation of component, on the other hand uses above-mentioned connected mode, it is ensured that steel plate and the depth of parallelism of edge member.
After preferably, concrete selects ordinary concrete, High Strength Concrete or from close concrete.
Owing to using technique scheme, have the advantages that
This utility model is a kind of steel plate combined shear wall, is provided with section steel edge in steel plate combined shear wall end and corner
Edge component, is primarily subjected to axial force produced by component moment of flexure；Steel plate is set at shear wall two metope, is primarily subjected to level
Shearing；Pouring concrete in shear wall cavity, concrete is primarily subjected to vertical load.Steel plate combined shear wall have in-line, cross, L-shaped,
The form such as Z-shaped, its cross section is little, and intensity is high, and construction is simple.Its concrete beneficial effect show as following some:
1, owing to being spot-shaped weld, welding capacity is few, and thermal deformation is little；
2, welding position is peripheral at edge member, it is simple to welding；
3, the cavity only one of which that steel plate surrounds, it is simple to the pouring of concrete, it is ensured that the closely knit and convenient degree of pouring concrete of concrete；
4, steel plate is side template during pouring concrete, is again main member in shear memory, improves the intensity of shear wall；
5, tension rib two is upset, it is simple to plug welding, and when tension rib has both solved pouring concrete, the expansive force of concrete, also solved concrete
And the Shear transfer between steel plate, finally makes concrete and steel plate become a composite entity.
Accompanying drawing explanation
The utility model is described in further detail below in conjunction with the accompanying drawings:
Structural representation when Fig. 1 is to be not provided with diaphragm plate in this utility model；
Fig. 2 is this utility model structural representation when arranging diaphragm plate.
Detailed description of the invention
As shown in Figure 1 to Figure 2, a kind of steel plate combined shear wall, including metope and wall end, wall end and corner thereof set
Having edge member 1, edge member 1 to be primarily subjected to axial force produced by its moment of flexure, this utility model is to edge member 1
Select varied, can be square steel tube, hot rolled H-shaped or U-shaped steel etc..And the cavity pouring concrete 5 in edge member 1, concrete 5
Bear vertical pressure.
Being equipped with steel plate 2 on two pieces of metopes, the end position of two steel plates 2 welds with edge member 1 respectively, is primarily subjected to water
Straight snips power, steel plate 2 is side template during pouring concrete 5, is again main member in shear memory；Steel plate 2 internal cavity waters concrete 5 equally,
Concrete 5 is primarily subjected to vertical load.Socketing with tension rib 4 between two steel plates 2, on steel plate 2, the position of corresponding tension rib 4 is by certain side
Grid arranges punching 3, and with the end plug welding of tension rib 4 in punching 3, plug welding is accurately and firmly.Tension rib 4 had both solved pouring
The expansive force of concrete 5 during concrete 5, also solves the Shear transfer between concrete 5 and steel plate 2, finally makes concrete 5, edge member 1 and steel plate 2 become
It it is a composite entity.
Deformation during in order to solve factory's making of component, transport and install, the inner side of every block plate 2 is provided with diaphragm plate 6,
And diaphragm plate 6 has certain distance with steel plate 2, diaphragm plate 6 is horizontally disposed with；Diaphragm plate 6 welds with the tension rib 4 on sustained height
Connecing, the end of diaphragm plate 6 is welded with edge member 1.Diaphragm plate 6 one aspect strengthens the rigidity of edge member 1, solves factory and makes
And the deformation of component during transport, on the other hand use above-mentioned connected mode, it is ensured that steel plate 2 and the depth of parallelism of edge member 1.Horizontal
Dividing plate 6 has circular hole or square hole, in order to the pouring of concrete 5.
The all of steel construction of steel plate combined shear wall completes in factory, after in-site installation is in place, waters in cavity
Concrete 5, concrete 5 can be ordinary concrete 5, High Strength Concrete 5, and from close concrete 5.
These are only specific embodiment of the utility model, but technical characteristic of the present utility model is not limited thereto.Appoint
How based on this utility model, for solving essentially identical technical problem, it is achieved essentially identical technique effect, donely
Simple change, equivalent or modification etc., be all covered by among protection domain of the present utility model.
Claims (7)
1. a steel plate combined shear wall, including metope and wall end, it is characterised in that: described wall end and corner thereof are provided with
Edge member, two pieces of described metopes are equipped with steel plate, and the end of described steel plate is welded to each other with described edge member；Two pieces of institutes
Stating to connect between steel plate has tension rib, described tension rib to be connected with described steel plate plug welding, the cavity in described edge member and institute
State the cavity in steel plate all to water and be inoculated with concrete.
A kind of steel plate combined shear wall, it is characterised in that: described edge member selecting party steel pipe,
Hot rolled H-shaped or U-shaped steel.
A kind of steel plate combined shear wall, it is characterised in that: it is uniformly provided with punching on described steel plate,
Described punching is connected with described tension rib plug welding.
A kind of steel plate combined shear wall, it is characterised in that: described tension rib selects round steel and pier nose
Round steel.
A kind of steel plate combined shear wall, it is characterised in that: the inner side of every block of described steel plate is provided with horizontal stroke
Dividing plate, described diaphragm plate is horizontally disposed with；Described diaphragm plate welds with tension rib, the end of described diaphragm plate and described edge member
Welding.
A kind of steel plate combined shear wall, it is characterised in that: described diaphragm plate select punched steel plate or
Truss.
A kind of steel plate combined shear wall, it is characterised in that: described concrete selects ordinary concrete, High Strength Concrete
Or from close concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620679819.XU CN205822507U (en) | 2016-06-27 | 2016-06-27 | A kind of steel plate combined shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620679819.XU CN205822507U (en) | 2016-06-27 | 2016-06-27 | A kind of steel plate combined shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205822507U true CN205822507U (en) | 2016-12-21 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620679819.XU Active CN205822507U (en) | 2016-06-27 | 2016-06-27 | A kind of steel plate combined shear wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN205822507U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109372156A (en) * | 2018-11-27 | 2019-02-22 | 上海建筑设计研究院有限公司 | Steel plate concrete shear wall with strong edge component |
| CN109898706A (en) * | 2019-03-28 | 2019-06-18 | 中冶赛迪工程技术股份有限公司 | A kind of steel plate combined shear wall and its construction method of built-in Screw arbor with nut at both-ends |
-
2016
- 2016-06-27 CN CN201620679819.XU patent/CN205822507U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109372156A (en) * | 2018-11-27 | 2019-02-22 | 上海建筑设计研究院有限公司 | Steel plate concrete shear wall with strong edge component |
| CN109898706A (en) * | 2019-03-28 | 2019-06-18 | 中冶赛迪工程技术股份有限公司 | A kind of steel plate combined shear wall and its construction method of built-in Screw arbor with nut at both-ends |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 311400 No.18, Changkou East Street, Changkou Town, Fuyang District, Hangzhou City, Zhejiang Province Patentee after: Zhejiang Zhongnan Lvjian Technology Group Co.,Ltd. Address before: No.245, BINKANG Road, Binjiang District, Hangzhou City, Zhejiang Province 310052 Patentee before: ZHEJIANG ZHONGNAN CONSTRUCTION GROUP STEEL STRUCTURE Co.,Ltd. |
|
| CP03 | Change of name, title or address |