CN206928462U - A kind of steel construction shear wall - Google Patents
A kind of steel construction shear wall Download PDFInfo
- Publication number
- CN206928462U CN206928462U CN201720824830.5U CN201720824830U CN206928462U CN 206928462 U CN206928462 U CN 206928462U CN 201720824830 U CN201720824830 U CN 201720824830U CN 206928462 U CN206928462 U CN 206928462U
- Authority
- CN
- China
- Prior art keywords
- panel
- gusset
- shaped
- shear wall
- conduplication
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model belongs to steel building component technology field, a kind of more particularly to steel construction shear wall, including the panel A and panel B formed by steel plate bending, panel A and panel B both sides of the edge are provided with flanging, panel A and panel B is buckled into a rectangular box structure at two conduplication sides, C-type steel bar is provided with per conduplication side, C-type steel bar is strapped in the outside of a corresponding conduplication side, so as to which a conduplication side be linked together, panel A and panel B inner side are welded with one group of T-shaped gusset of structure snd size identical, the length direction of T-shaped gusset is vertically.The spacing of two pieces of adjacent T-shaped gussets is equal to the width of T-shaped gusset in same panel.The utility model is by setting interlaced T-shaped gusset so that the ability for bearing transverse load and longitudinal loading of shear wall to being obviously improved.Meanwhile panel A and panel B is connected by C-type steel bar, have installation quick, connect the advantages of reliable.
Description
Technical field
The utility model belongs to steel building component technology field, more particularly to a kind of steel construction shear wall.
Background technology
Shear wall is a kind of wall type commonly used in skyscraper, and the performance quality of shear wall directly affects building
Anti-seismic performance.In the prior art, shear wall is mostly reinforced concrete structure, and this shear wall bears transverse load and longitudinal direction carries
The ability of lotus has to be hoisted.
The content of the invention
The utility model provides a kind of steel construction shear wall, to solve the problems mentioned in the above background technology.
The technical problem that the utility model solves is realized using following technical scheme：The utility model provides one kind
Steel construction shear wall, including the panel A and panel B formed by steel plate bending, panel A and panel B both sides of the edge are provided with
Flanging, panel A and panel B are buckled into a rectangular box structure at two conduplication sides, and C-type steel is provided with every conduplication side
Bar, C-type steel bar are strapped in the outside of a corresponding conduplication side, so as to which a conduplication side be linked together, panel A and panel B
Inner side be welded with one group of T-shaped gusset of structure snd size identical, vertically, two groups are T-shaped for the length direction of T-shaped gusset
Gusset interleaved is arranged, and the spacing of two pieces of adjacent T-shaped gussets is equal to the width of T-shaped gusset, panel A and face in same panel
Horizontal gusset is provided with the inside of plate B, horizontal gusset is made up of angle bar, and coagulation is full of in the space between panel A and panel B
Soil.
The both sides angle of angle bar is 120 ° used in described horizontal gusset.
The beneficial effects of the utility model are：The utility model is by setting interlaced T-shaped gusset so that shear wall
The ability for bearing transverse load and longitudinal loading to being obviously improved.Meanwhile panel A and panel are connected by C-type steel bar
B, have installation quick, connect the advantages of reliable.
Brief description of the drawings
Fig. 1 is horizontal cross-section structure diagram of the present utility model；
Fig. 2 is the cross-sectional view at A in Fig. 1.
In figure：1- panels A, 2-T type gusset, 3- transverse direction gussets, 4- panels B, 5- flanging, 6-C section steel bars, 7- concrete.
Embodiment
The utility model is described further below in conjunction with accompanying drawing：
The both sides of the edge that the present embodiment includes the panel A1 and panel B4 formed by steel plate bending, panel A1 and panel B4 are equal
It is provided with flanging 5, panel A1 and panel B4 and a rectangular box structure is buckled at two conduplication sides 5.The case that steel plate surrounds
Body structure can both provide certain structural strength, can form constraint effect to concrete seven again, prevent concrete seven from ftractureing, from
And further improve the structural strength of shear wall.
C-type steel bar 6 is provided with per conduplication side 5, C-type steel bar 6 is strapped in the outside of a corresponding conduplication side 5, so as to
One conduplication side 5 is linked together.Panel A1 and panel B4 is connected by C-type steel bar 6, has installation quick, connection is reliable
Advantage.
Panel A1 and panel B4 inner side are welded with one group of T-shaped gusset 2 of structure snd size identical, the length of T-shaped gusset 2
Spend direction vertically.T-shaped gusset 2 makes shear wall have superpower shearing strength.The two groups of T-shaped interleaved of gusset 2 arrangements,
The spacing of adjacent two pieces T-shaped gussets 2 is equal to the width of T-shaped gusset 2 in same panel, and such structure had both been easy to two panels
Fastening installation, cause T-shaped gusset 2 and concrete seven perfect adaptation again, concrete is difficult to be crushed, so as to further increase
Framework intensity.
Horizontal gusset 3 is provided with the inside of panel A1 and panel B4, horizontal gusset 3 can increase panel A1's and panel B4
Rigidity, when preventing fill concrete 7, panel A1 and panel B4 rat deformation.
Horizontal gusset 3 is made up of angle bar, and the both sides angle of angle bar is 120 °.The shape of such horizontal gusset 3, can be avoided
Filling to concrete seven causes to hinder, and prevents space occur in concrete seven after filling.
The utility model is by setting interlaced T-shaped gusset 2 so that shear wall bears transverse load and longitudinal direction load
The ability of lotus to being obviously improved.Meanwhile panel A1 and panel B4 is connected by C-type steel bar 6, have installation quick, connect
The advantages of reliable.
Claims (2)
- A kind of 1. steel construction shear wall, it is characterised in that：Including the panel A (1) and panel B (4) formed by steel plate bending, panel A (1) and panel B (4) both sides of the edge are provided with flanging (5), panel A (1) and panel B (4) and fastened at two conduplication sides (5) place Into a rectangular box structure, conduplication side (5) place is provided with C-type steel bar (6), C-type steel bar (6) is strapped in corresponding one The outside of conduplication side (5), so as to which a conduplication side (5) be linked together, panel A (1) and panel B (4) inner side are welded with One group of T-shaped gusset of structure snd size identical (2), the length direction of T-shaped gusset (2) vertically, two groups of T-shaped gussets (2) Interleaved is arranged, and the spacing of two pieces of adjacent T-shaped gussets (2) is equal to the width of T-shaped gusset (2), panel A in same panel (1) horizontal gusset (3) and on the inside of panel B (4) is provided with, horizontal gusset (3) is made up of angle bar, panel A (1) and panel B (4) concrete (7) is full of in the space between.
- A kind of 2. steel construction shear wall according to claim 1, it is characterised in that：Angle used in described horizontal gusset (3) The both sides angle of iron is 120 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720824830.5U CN206928462U (en) | 2017-07-07 | 2017-07-07 | A kind of steel construction shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720824830.5U CN206928462U (en) | 2017-07-07 | 2017-07-07 | A kind of steel construction shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206928462U true CN206928462U (en) | 2018-01-26 |
Family
ID=61354402
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720824830.5U Expired - Fee Related CN206928462U (en) | 2017-07-07 | 2017-07-07 | A kind of steel construction shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206928462U (en) |
-
2017
- 2017-07-07 CN CN201720824830.5U patent/CN206928462U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180126 Termination date: 20200707 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |