CN207260373U - A kind of steel plate shear force wall - Google Patents
A kind of steel plate shear force wall Download PDFInfo
- Publication number
- CN207260373U CN207260373U CN201721198171.5U CN201721198171U CN207260373U CN 207260373 U CN207260373 U CN 207260373U CN 201721198171 U CN201721198171 U CN 201721198171U CN 207260373 U CN207260373 U CN 207260373U
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- Prior art keywords
- steel
- steel plate
- wall
- apertures
- column
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 135
- 239000010959 steel Substances 0.000 title claims abstract description 135
- 238000003780 insertion Methods 0.000 claims abstract description 4
- 230000037431 insertion Effects 0.000 claims abstract description 4
- 239000000463 material Substances 0.000 claims description 5
- 230000002265 prevention Effects 0.000 claims 1
- 238000011068 loading method Methods 0.000 abstract description 8
- 238000005452 bending Methods 0.000 abstract description 4
- 230000009931 harmful effect Effects 0.000 abstract description 3
- 230000021715 photosynthesis, light harvesting Effects 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses a kind of steel plate shear force wall, including shear wall, the shear wall is horizontally arranged with girder steel, the shear wall is vertically arranged with steel column, is connected with steel plate wall on the inside of the girder steel and steel column, girder steel and the steel column junction is installed with arc panel, the steel plate wall corner insertion is connected with gusset, the steel plate wall both sides are connected with installing plate, and No.1 aperture is offered on the installing plate, and steel support is tiltedly installed with the steel plate wall.The utility model structural functionality is strong, it is easily installed, leave certain gap in the junction of the steel plate wall and girder steel and steel column, it can effectively avoid steel plate large area and form pull strap, have the harmful effect that additional bending moment acts on to side column, and then make the stability under loading of side column, the lateral loading ability and energy dissipation capacity of steel plate wall can keep good level, effective to prevent the flat out-of-plane buckling of steel plate wall, which can improve the overall performance of steel plate wall by installing steel support and cable wire on steel plate wall.
Description
Technical field
Building field is the utility model is related to, more specifically, more particularly to a kind of steel plate shear force wall.
Background technology
Steel plate shear force wall is a kind of new lateral resisting structure to grow up the 1970s, the wall of steel plate shear force wall
It is thin, dead load can be effectively reduced, reduces foundation cost, and be conveniently replaceable after shaking.When steel plate shear force wall ratio of height to thickness is larger,
Elastic stage flexing, forms a series of oblique pull strap resistance horizontal loadings being parallel to each other.Shear wall by elastic buckling to bend
Bent back plate strap end portion initial yield, then pull strap is sufficiently formed to steel plate large area, pull strap passes to the beam column on periphery, to side column
Have additional bending moment effect, be unfavorable for the stabilization stress of side column, the lateral loading ability and energy dissipation capacity of steel plate wall also can under
Drop, it is most of at present to prevent the flat out-of-plane buckling of steel plate wall and the solution method for resisting the adverse effect of pull strap has several kinds
Settling mode is both needed to consumption great deal of steel, has plenty of to sacrifice the part of raw steel plate when the bearing capacity of steel plate wall gives full play to
Anti-side rigidity is cost, achievees the purpose that energy consumption, influences structure overall stiffness and limit lateral capacity, although what is also had can effectively prevent
Only flat out-of-plane buckling, but dead load is considerably increased, cause waste of material.Performance in order to allow steel plate shear force wall has changed
Into we have proposed a kind of steel plate shear force wall.
Utility model content
The technical problems to be solved in the utility model is the defects of overcoming the prior art, there is provided a kind of steel plate shear force wall.
In order to solve the above-mentioned technical problem, the utility model provides following technical solution：
A kind of steel plate shear force wall, including shear wall, the shear wall are horizontally arranged with girder steel, and the shear wall is longitudinally disposed
There is steel column, be connected with steel plate wall on the inside of the girder steel and steel column, girder steel and the steel column junction is installed with arc panel, institute
State the insertion of steel plate wall corner and be connected with gusset, the steel plate wall both sides are connected with installing plate, No.1 is offered on the installing plate
Aperture, steel support is tiltedly installed with the steel plate wall, and the steel support is fixedly connected with diamond-shaped manner, and steel is provided with the steel support
Rope, the steel plate wall both sides offer No. two apertures, and the another both sides of steel plate wall offer semi-circular hole, in the semi-circular hole
Fixed plate is connected with, No. three apertures are offered in the fixed plate.
Preferably, open up fluted on the gusset, the groove both sides offer No. four apertures and card slot, the groove
The corner for being connected with steel plate wall is embedded in, cable wire is installed in No. four apertures, steel support end is installed in the card slot.
Preferably, the arc panel is installed on the fixed connection place of girder steel and steel plate, is opened up in the plane of the arc panel
There are No. five apertures, the first mounting groove is offered on the arcwall face of the arc panel, cable wire end is installed in first mounting groove
Portion, both sides offer No. six apertures on the arcwall face of the arc panel.
Preferably, the installing plate is fixedly mounted on steel column using No. seven apertures as tie point, is opened up on the installing plate
There is the second mounting groove, steel plate wall is fixedly connected with second mounting groove, the second mounting groove both sides offer No. two small
Hole.
Preferably, the cable wire is provided at both ends with surface plate, and No. six apertures are offered on the surface plate.
Preferably, the inside of the steel column is filled with the material of fireproof heat insulating.
Compared with prior art, the utility model has the advantage of：The utility model structural functionality is strong, is easily installed,
Certain gap is left in the junction of the steel plate wall and girder steel and steel column, can effectively avoid steel plate large area and forms pull strap,
The harmful effect for having additional bending moment to act on to side column, and then makes the stability under loading of side column, the lateral loading ability of steel plate wall and
Energy dissipation capacity can keep good level, effectively prevent the flat out-of-plane buckling of steel plate wall, the device on steel plate wall by installing steel
Support and cable wire, can improve the overall performance of steel plate wall.
Brief description of the drawings
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, drawings in the following description are only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, other attached drawings can also be obtained according to these attached drawings.
Fig. 1 is the utility model steel plate shear wall structure schematic diagram.
Fig. 2 is the structure chart of the utility model steel plate shear force wall each component.
Description of reference numerals：1st, shear wall；2nd, girder steel；3rd, steel column；4th, steel plate wall；5th, arc panel；6th, gusset；7th, install
Plate；8th, No.1 aperture；9th, steel supports；10th, cable wire；11st, No. two apertures；12nd, semi-circular hole；13 fixed plates；14th, No. three apertures；15、
Groove；16th, card slot；17th, No. four apertures；18th, No. five apertures；19th, the first mounting groove；20th, No. six apertures；21st, No. seven apertures；
22nd, the second mounting groove；23rd, surface plate.
Embodiment
The preferred embodiment of the utility model is described in detail below in conjunction with the accompanying drawings, so that the advantages of the utility model
It can be easier to be readily appreciated by one skilled in the art with feature, so as to make the scope of protection of the utility model apparent clear and definite
Define.
Refering to shown in Fig. 1-2, the utility model provides a kind of steel plate shear force wall, including shear wall 1, and the shear wall 1 is horizontal
To girder steel 2 is provided with, the shear wall 1 is vertically arranged with steel column 3, and the inner side of girder steel 2 and steel column 3 is connected with steel plate wall 4, institute
State girder steel 2 and 3 junction of steel column is installed with arc panel 5,4 corner of the steel plate wall insertion is connected with gusset 6, the steel plate
4 both sides of wall are connected with installing plate 7, and No.1 aperture 8 is offered on the installing plate 7, and steel support is tiltedly installed with the steel plate wall 4
9, the steel support 9 is fixedly connected with diamond-shaped manner, is provided with cable wire 10 in the steel support 9,4 both sides of steel plate wall offer two
Number aperture 11, the 4 another both sides of steel plate wall offer semi-circular hole 12, fixed plate 13, institute are connected with the semi-circular hole 12
State and No. three apertures 14 are offered in fixed plate 13.
Preferably, opening up fluted 15 on the gusset 6,15 both sides of groove offer card slot 16 and No. four apertures
17, the groove 15 is embedded in the corner for being connected with steel plate wall 4, and cable wire 10, the card slot are provided with No. four apertures 17
Steel is installed in 16 and supports 9 ends.
Preferably, the arc panel 5 is installed on the fixed connection place of girder steel 2 and steel plate 3, the plane of the arc panel 5
On offer No. five apertures 18, the first mounting groove 19 is offered on the arcwall face of the arc panel 5, in first mounting groove 19
10 end of cable wire is installed, both sides offer No. six apertures 20 on the arcwall face of the arc panel 5.
Preferably, the installing plate 7 is fixedly mounted on steel column 3 with No. seven apertures 21 for tie point, the installing plate 7
On offer the second mounting groove 22, steel plate wall 4,22 both sides of the second mounting groove are fixedly connected with second mounting groove 22
Offer No. two apertures 11.
Preferably, the cable wire 10 is provided at both ends with surface plate 23, No. six apertures 19 are offered on the surface plate 23.
Preferably, the inside of the steel column 3 is filled with the material of fireproof heat insulating.
The utility model design advantage is：The utility model structural functionality is strong, is easily installed, and cost is low, the steel
Certain gap is left in board wall 4 and the junction of girder steel 2 and steel column 3, can effectively avoid steel plate large area and forms pull strap, opposite side
Column has the harmful effect that additional bending moment acts on, and then makes the stability under loading of side column, the lateral loading ability of shear wall 1 and energy consumption
Ability can keep good level, effectively prevent the flat out-of-plane buckling of steel plate wall, the device on steel plate wall 4 by installing steel support 9
With cable wire 10, the overall performance of steel plate wall can be improved, the inside of the steel column 3 is filled with the material of fireproof heat insulating, can avoid cutting
Power wall 1 is influenced be subject to temperature, whole device is can effectively prevent flat out-of-plane buckling.
Although being described in conjunction with the accompanying the embodiment of the utility model, patent owner can want in appended right
Various deformations or amendments are made within the scope of asking, as long as no more than the described protection model of the claim of the utility model
Enclose, all should be within the scope of protection of the utility model.
Claims (6)
1. a kind of steel plate shear force wall, including shear wall (1), it is characterised in that：The shear wall (1) is horizontally arranged with girder steel (2),
The shear wall (1) is vertically arranged with steel column (3), and steel plate wall (4), the steel are connected with the inside of the girder steel (2) and steel column (3)
Beam (2) and steel column (3) junction are installed with arc panel (5), and steel plate wall (4) the corner insertion is connected with gusset (6), institute
State steel plate wall (4) both sides and be connected with installing plate (7), No.1 aperture (8), the steel plate wall (4) are offered on the installing plate (7)
On be tiltedly installed with steel support (9), steel support (9) is fixedly connected with diamond-shaped manner, and cable wire is provided with the steel support (9)
(10), steel plate wall (4) both sides offer No. two apertures (11), and the another both sides of the steel plate wall (4) offer semi-circular hole
(12), fixed plate (13) is connected with the semi-circular hole (12), No. three apertures (14) is offered on the fixed plate (13).
2. steel plate shear force wall according to claim 1, it is characterised in that：Fluted (15), institute are opened up on the gusset (6)
State groove (15) both sides and offer card slot (16) and No. four apertures (17), the groove (15), which is embedded in, is connected with steel plate wall (4)
Corner, cable wire (10) is installed in No. four apertures (17), the end of steel support (9) is installed in the card slot (16).
3. steel plate shear force wall according to claim 1, it is characterised in that：The arc panel (5) is installed on girder steel (2) and steel
The fixed connection place of column (3), offers No. five apertures (18), the arc of the arc panel (5) in the plane of the arc panel (5)
The first mounting groove (19) is offered on face, cable wire (10) end, the arc panel (5) are installed in first mounting groove (19)
Arcwall face on both sides offer No. six apertures (20).
4. steel plate shear force wall according to claim 1, it is characterised in that:The installing plate (7) is with No. seven apertures (21)
Tie point is fixedly mounted on steel column (3), and the second mounting groove (22), second mounting groove are offered on the installing plate (7)
(22) steel plate wall (4) is fixedly connected with, the second mounting groove (22) both sides offer No. two apertures (11).
5. steel plate shear force wall according to claim 1, it is characterised in that:The cable wire (10) is provided at both ends with surface plate
(23), No. six apertures (20) are offered on the surface plate (23).
6. steel plate shear force wall according to claim 1, it is characterised in that:The inside of the steel column (3) is protected filled with fire prevention
The material of temperature.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721198171.5U CN207260373U (en) | 2017-09-19 | 2017-09-19 | A kind of steel plate shear force wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721198171.5U CN207260373U (en) | 2017-09-19 | 2017-09-19 | A kind of steel plate shear force wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207260373U true CN207260373U (en) | 2018-04-20 |
Family
ID=61921940
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721198171.5U Expired - Fee Related CN207260373U (en) | 2017-09-19 | 2017-09-19 | A kind of steel plate shear force wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207260373U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108412082A (en) * | 2018-05-16 | 2018-08-17 | 天津大学建筑设计研究院 | A kind of separated steel grillage shear wall based on T-steel component |
| CN110306660A (en) * | 2019-05-24 | 2019-10-08 | 孔瑞清 | Assembled anti-knock steel skeleton and antidetonation wall for steel building |
| CN112878547A (en) * | 2019-11-29 | 2021-06-01 | 中冶(上海)钢结构科技有限公司 | Oblique steel plate stiffening type double-steel-plate combined shear structure of assembled steel structure building |
-
2017
- 2017-09-19 CN CN201721198171.5U patent/CN207260373U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108412082A (en) * | 2018-05-16 | 2018-08-17 | 天津大学建筑设计研究院 | A kind of separated steel grillage shear wall based on T-steel component |
| CN110306660A (en) * | 2019-05-24 | 2019-10-08 | 孔瑞清 | Assembled anti-knock steel skeleton and antidetonation wall for steel building |
| CN112878547A (en) * | 2019-11-29 | 2021-06-01 | 中冶(上海)钢结构科技有限公司 | Oblique steel plate stiffening type double-steel-plate combined shear structure of assembled steel structure building |
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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: 20180420 Termination date: 20200919 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |