CN206298991U - A kind of reinforced energy-dissipating and shock-absorbing compound shear wall - Google Patents
A kind of reinforced energy-dissipating and shock-absorbing compound shear wall Download PDFInfo
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- CN206298991U CN206298991U CN201621430418.7U CN201621430418U CN206298991U CN 206298991 U CN206298991 U CN 206298991U CN 201621430418 U CN201621430418 U CN 201621430418U CN 206298991 U CN206298991 U CN 206298991U
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- steel plate
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- shear wall
- dissipating
- shock
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Abstract
The utility model is related to a kind of reinforced energy-dissipating and shock-absorbing compound shear wall, including the framework surrounded by frame column and Vierendeel girder, the two sides cladding steel plate of framework, Wasted-energy steel plate is provided with the cavity that steel plate is surrounded with framework, filled rubber concrete material in cavity between Wasted-energy steel plate and steel plate, steel plate is provided with some through holes, four side edges of two steel plates are connected by fixed mechanism with Wasted-energy steel plate, steel construction shear wall and energy-dissipating and shock-absorbing function are rolled into one, realize combined shear wall construction and energy-dissipating and shock-absorbing function integration, propose a kind of new steel plate, rubber concrete combined shear wall construction, reinforced energy-dissipating and shock-absorbing compound shear wall.
Description
Technical field
The utility model is related to combined steel plate shearing force wall field, especially a kind of reinforced energy-dissipating and shock-absorbing compound shear wall.
Background technology
Common compound shear wall mainly has two kinds of compound shear walls, and single compound shear wall can be divided into according to combining form
With double combinations shear wall.Single compound shear wall refer to only with a kind of shear wall of combining form, using and most study
Be steel plate-concrete combination of materials shear wall, mainly include：Shaped steel and reinforced concrete combination shear wall, i.e. shaped steel coagulation
The shear wall of native shear wall, the shear wall with steel pipe concrete frame, steel plate and reinforced concrete combination.Double combinations shear wall
Refer to using two kinds of shear walls of combining form.Use wide steel plate concrete combined shear wall.Steel plate concrete is combined
Shear wall has unilateral steel plate concrete combined shear wall, two panels steel plate to embed combined concrete shear wall.Unilateral steel plate concrete
Compound shear wall has preferable anti-seismic performance, but the easy stress of concrete comes off.The embedded concrete of two panels steel plate can improve coagulation
Native ductility, but steel plate is easily wronged deformation.
The compound shear wall with anti-buckling function is mostly built-in steel plate-concrete combined shear wall at present, including
Realized in portion's steel plate anti-buckling.Although energy-dissipating and shock-absorbing works well, the fragility high of concrete material, low strain dynamic ability and morning
The defects such as phase contraction limit energy-dissipating and shock-absorbing effect.And there is plane deformation seam, to easily cause ground out-of-flatness, metal cover board easily loose
The defect such as de-.
Utility model content
The purpose of this utility model is to solve the defect existing for compound shear wall in the prior art, there is provided Yi Zhongjia
Strong type energy-dissipating and shock-absorbing compound shear wall.
To achieve these goals, the technical solution adopted in the utility model is：
A kind of reinforced energy-dissipating and shock-absorbing compound shear wall, including the framework surrounded by frame column and Vierendeel girder, the two of framework
Side coats steel plate, and Wasted-energy steel plate is provided with the cavity that steel plate is surrounded with framework, is filled out in the cavity between Wasted-energy steel plate and steel plate
Rubber concrete material is filled, steel plate is provided with some through holes, and two four side edges of steel plate are by fixed mechanism and power consumption steel
Plate is connected.
Above-mentioned a kind of reinforced energy-dissipating and shock-absorbing compound shear wall, the fixed mechanism includes being located at the side edge of steel plate four
Fish platee, mutually opposing fish platee is bolted connection on two steel plates, and the screw rod of bolt passes through Wasted-energy steel plate.
Above-mentioned a kind of reinforced energy-dissipating and shock-absorbing compound shear wall, some through holes are uniformly arranged on steel plate.
Above-mentioned a kind of reinforced energy-dissipating and shock-absorbing compound shear wall, the through hole is circular hole.
The beneficial effects of the utility model are：The compound shear wall is by steel construction shear wall and energy-dissipating and shock-absorbing function
Roll into one, that is, realize combined shear wall construction and energy-dissipating and shock-absorbing function integration, propose a kind of new steel plate, rubber concrete
Combined shear wall construction, reinforced energy-dissipating and shock-absorbing compound shear wall.Advantage is：One, frame center uses Wasted-energy steel plate, middle
Filled rubber concrete material, allows encased steel plate to constrain the rubber concrete material of internal filling, strengthens energy-dissipating and shock-absorbing performance.
Two, easily there is bending deformation in steel plate structure, to prevent unstability, is transferred to the weak part of steel plate by the opened hole on steel plate
In constraint, using fish platee and the steel plate of screw bolt reinforcing opened hole, so as to avoid the periphery local buckling of steel plate with
Tear.Circular hole is evenly arranged on steel plate so that the inside rigidity of steel plate is evenly distributed, and will not produce stress concentration phenomenon, comprehensive
Close the effect for strengthening its energy-dissipating and shock-absorbing.
Brief description of the drawings
Fig. 1 is schematic diagram of the present utility model；
Fig. 2 is schematic cross-section of the present utility model.
Specific embodiment
As shown in Figure 1 and Figure 2, a kind of reinforced energy-dissipating and shock-absorbing compound shear wall, including surrounded by frame column 1 and Vierendeel girder 2
Framework, the two sides cladding steel plate 3 of framework is provided with Wasted-energy steel plate 4 in the cavity that steel plate 3 and framework are surrounded, Wasted-energy steel plate 4 with
Filled rubber concrete material 5 in cavity between steel plate 3, steel plate 3 is provided with some through holes 31, two the four of steel plate 3 while while
It is connected with Wasted-energy steel plate 4 by fixed mechanism at edge.
Fixed mechanism includes the fish platee 6 positioned at the side edge of steel plate 3 four, mutually opposing fish platee 6 on two steel plates 3
It is fastenedly connected by bolt 7, the screw rod of bolt 7 passes through Wasted-energy steel plate 4.
Wherein, some through holes 31 are uniformly arranged on steel plate, and through hole 31 can be circular hole.
The compound shear wall rolls into one steel construction shear wall and energy-dissipating and shock-absorbing function, that is, realize combined shear
Wall construction and energy-dissipating and shock-absorbing function integration, propose a kind of new steel plate, rubber concrete combined shear wall construction, reinforced consumption
Can damping vibration combination shear wall.Advantage is：One, frame center uses Wasted-energy steel plate 4, central filler rubber concrete material 5 to allow
Encased steel plate 3 constrains the rubber concrete material 5 of internal filling, strengthens energy-dissipating and shock-absorbing performance.Two, easily there is flexing in steel plate structure
, to prevent unstability, be transferred to the weak part of steel plate 3 in constraint by the opened hole 31 on steel plate 3 by deformation, is made
The steel plate 3 of opened hole 31 is reinforced with fish platee 6 and bolt 7, so as to avoid periphery local buckling and the tear of steel plate 3.Circular hole 31
It is evenly arranged on steel plate 3 so that the inside rigidity of steel plate 3 is evenly distributed, and will not produce stress concentration phenomenon, comprehensively strengthens it
The effect of energy-dissipating and shock-absorbing.
Preferred embodiment of the present utility model is the foregoing is only, the utility model is limited never in any form,
For a person skilled in the art, the utility model can have various modifications and variations.It is all in spirit of the present utility model
Within principle, any modification, equivalent substitution and improvements made etc. should be included within protection domain of the present utility model.
Claims (4)
1. a kind of reinforced energy-dissipating and shock-absorbing compound shear wall, including the framework surrounded by frame column and Vierendeel girder, it is characterised in that
The two sides cladding steel plate of framework, is provided with Wasted-energy steel plate, between Wasted-energy steel plate and steel plate in the cavity that steel plate is surrounded with framework
Filled rubber concrete material in cavity, steel plate is provided with some through holes, and two four side edges of steel plate pass through fixed mechanism
It is connected with Wasted-energy steel plate.
2. a kind of reinforced energy-dissipating and shock-absorbing compound shear wall according to claim 1, it is characterised in that the fixed mechanism
Including the fish platee positioned at the side edge of steel plate four, mutually opposing fish platee is bolted connection on two steel plates, spiral shell
The screw rod of bolt passes through Wasted-energy steel plate.
3. a kind of reinforced energy-dissipating and shock-absorbing compound shear wall according to claim 1, it is characterised in that some through holes
Uniformly arranged on steel plate.
4. a kind of reinforced energy-dissipating and shock-absorbing compound shear wall according to claim 1, it is characterised in that the through hole is circle
Hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621430418.7U CN206298991U (en) | 2016-12-25 | 2016-12-25 | A kind of reinforced energy-dissipating and shock-absorbing compound shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621430418.7U CN206298991U (en) | 2016-12-25 | 2016-12-25 | A kind of reinforced energy-dissipating and shock-absorbing compound shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206298991U true CN206298991U (en) | 2017-07-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621430418.7U Expired - Fee Related CN206298991U (en) | 2016-12-25 | 2016-12-25 | A kind of reinforced energy-dissipating and shock-absorbing compound shear wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN206298991U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107724558A (en) * | 2017-10-20 | 2018-02-23 | 广州大学 | Shock absorption wall structure connecting structure and its construction method |
| CN111980216A (en) * | 2020-08-04 | 2020-11-24 | 中国建筑标准设计研究院有限公司 | Energy-consuming steel plate shear wall with annular damper |
| CN111980214A (en) * | 2020-08-04 | 2020-11-24 | 中国建筑标准设计研究院有限公司 | Out-of-plane constraint energy dissipation steel plate shear wall with annular damper and construction method thereof |
| CN111980215A (en) * | 2020-08-04 | 2020-11-24 | 中国建筑标准设计研究院有限公司 | Assembled energy-consumption steel plate shear wall frame with annular damper and construction method thereof |
| CN111980218A (en) * | 2020-08-04 | 2020-11-24 | 中国建筑标准设计研究院有限公司 | Assembled out-of-plane constraint energy dissipation steel plate shear wall frame and construction method thereof |
-
2016
- 2016-12-25 CN CN201621430418.7U patent/CN206298991U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107724558A (en) * | 2017-10-20 | 2018-02-23 | 广州大学 | Shock absorption wall structure connecting structure and its construction method |
| CN111980216A (en) * | 2020-08-04 | 2020-11-24 | 中国建筑标准设计研究院有限公司 | Energy-consuming steel plate shear wall with annular damper |
| CN111980214A (en) * | 2020-08-04 | 2020-11-24 | 中国建筑标准设计研究院有限公司 | Out-of-plane constraint energy dissipation steel plate shear wall with annular damper and construction method thereof |
| CN111980215A (en) * | 2020-08-04 | 2020-11-24 | 中国建筑标准设计研究院有限公司 | Assembled energy-consumption steel plate shear wall frame with annular damper and construction method thereof |
| CN111980218A (en) * | 2020-08-04 | 2020-11-24 | 中国建筑标准设计研究院有限公司 | Assembled out-of-plane constraint energy dissipation steel plate shear wall frame and construction method thereof |
| CN111980215B (en) * | 2020-08-04 | 2022-05-24 | 中国建筑标准设计研究院有限公司 | Assembled energy-consumption steel plate shear wall frame with annular damper and construction method thereof |
| CN111980218B (en) * | 2020-08-04 | 2022-05-24 | 中国建筑标准设计研究院有限公司 | Assembled out-of-plane constraint energy dissipation steel plate shear wall frame and construction method thereof |
| CN111980216B (en) * | 2020-08-04 | 2022-05-24 | 中国建筑标准设计研究院有限公司 | Energy-consuming steel plate shear wall with annular damper |
| CN111980214B (en) * | 2020-08-04 | 2022-05-24 | 中国建筑标准设计研究院有限公司 | Out-of-plane constraint energy dissipation steel plate shear wall with annular damper and construction method thereof |
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| 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: 20170704 Termination date: 20171225 |
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| CF01 | Termination of patent right due to non-payment of annual fee |