CN204919852U - Company's girder construction of steel plate concrete shear force wall - Google Patents
Company's girder construction of steel plate concrete shear force wall Download PDFInfo
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- CN204919852U CN204919852U CN201520494010.5U CN201520494010U CN204919852U CN 204919852 U CN204919852 U CN 204919852U CN 201520494010 U CN201520494010 U CN 201520494010U CN 204919852 U CN204919852 U CN 204919852U
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- shaped steel
- shear force
- steel plate
- plate concrete
- shear wall
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Abstract
The utility model discloses a company's girder construction of steel plate concrete shear force wall, the position that lies in the floor below between two shear force walls about including, two shear force walls is connected with the shaped steel that two levels set up, and the restraint bucking that is connected with a set of cross arrangement between two shaped steel tip supports. The utility model discloses a lian liang adopts two a set of restraint buckings of shaped steel cooperation to support the truss structure that constitutes, can guarantee that the restraint bucking in the big time of earthquake even girder construction supports at first surrender power consumption, guarantees to satisfy the antidetonation requirement of " strong node, weak member ", does not lose the anti side rigidity of total in addition, can also increase the damping power consumption of structure simultaneously, and the destruction that makes the main structure produce because of seismic action is reduced to reach economy and safe mesh.
Description
Technical field
The utility model belongs to steel plate concrete wall body structure, is specifically related to a kind of coupling beam structure of steel plate concrete shear wall.
Background technology
Steel sheet concrete shear force wall is a kind of new structure, have reasonable stress, cross section little, occupy the advantages such as structure space is few, batch production degree is high, site operation amount is few, speed of application is fast, therefore there is good overall economic efficiency.But former steel sheet concrete shear force wall, because the very thin and connected real abdomen coupling beam rigidity of steel plate own is very large, steel plate is thicker, usually makes node first produce destruction early than component when large shake, can not meet the shockproof requirements of " strong node, weak rod member ".The shock resistance of total is reduced; As adopted the method reducing coupling beam rigidity, the anti-side rigidity of total can be lost.
Summary of the invention
Technical problem to be solved in the utility model is: the deficiency existed for prior art, provides a kind of shock resistance strong, ensures the coupling beam structure of the steel plate concrete shear wall of the overall anti-side rigidity of body of wall.
For realizing the object of the utility model, be achieved by the following technical solutions: a kind of coupling beam structure of steel plate concrete shear wall, include two shear walls in left and right, between two shear walls, the position be positioned at below floor is connected with two horizontally disposed shaped steel, and between two shaped steel ends, be connected with the buckling restrained bracing of one group of arranged crosswise, or be connected with a buckling restrained bracing be in tilted layout between two shaped steel ends, or between two shaped steel ends, be connected with a buckling restrained bracing and an angle steel of arranged crosswise.
Preferably: described shaped steel end and shear wall are welded and fixed, be bolted or be welded and fixed between described buckling restrained bracing two ends and shaped steel.
Preferably: described shear wall horizontal direction both sides are rigid edge component, two ends and the rigid edge Member Welding of described shaped steel are fixed.
Compared with prior art, the beneficial effects of the utility model are: coupling beam of the present utility model adopts two shaped steel to coordinate the trussed construction of a buckling restrained bracing formation, can ensure that first the buckling restrained bracing when large shake in coupling beam structure surrenders power consumption, ensure the shockproof requirements meeting " strong node, weak rod member ", and do not lose the anti-side rigidity of total, the damping energy dissipation of structure can also be increased simultaneously, the destruction that main structure is produced because of geological process is reduced, thus reaches object that is economic and safety.
Accompanying drawing explanation
Fig. 1 is the structural representation of embodiment 1.
Fig. 2 is that the A-A of Fig. 1 is to structural representation.
Fig. 3 is the structural representation of embodiment 2.
Fig. 4 is the structural representation of embodiment 3.
1, shear wall; 2, shaped steel; 3, buckling restrained bracing; 4, floor; 5, angle steel.
Detailed description of the invention
With reference to the accompanying drawings detailed description of the invention of the present utility model is made a detailed explanation below.
embodiment 1
According to Fig. 1 and Fig. 2, the present embodiment is a kind of coupling beam structure of steel plate concrete shear wall, include two shear walls 1 in left and right, between two shear walls, the position be positioned at below floor 4 is connected with two horizontally disposed shaped steel 2, and is connected with the buckling restrained bracing 4 of pair of cross layout between two shaped steel ends.
Described shaped steel end and shear wall are welded and fixed, and are bolted or are welded and fixed between described buckling restrained bracing two ends and shaped steel.
Described shear wall horizontal direction both sides are rigid edge component, and two ends and the rigid edge Member Welding of described shaped steel are fixed.
When geological process, the truss be made up of buckling restrained bracing and upper and lower two shaped steel, with the shear wall co-operation on both sides, when geological process is very large, first buckling restrained bracing wherein surrenders power consumption, and remain little shake time bearing capacity and rigidity.Because it has dissipated a large amount of seismic energy, shear wall main structure has been made to avoid damage.
embodiment 2
According to Fig. 3, the present embodiment is with the difference of embodiment 1: be only connected a buckling restrained bracing be in tilted layout between two shaped steel ends.
embodiment 3
According to Fig. 4, the difference of the present embodiment and embodiment 1 is: the buckling restrained bracing 3 and the angle steel 5 that are connected with arranged crosswise between two shaped steel ends.
Claims (3)
1. the coupling beam structure of a steel plate concrete shear wall, include two shear walls in left and right, it is characterized in that: between two shear walls, the position be positioned at below floor is connected with two horizontally disposed shaped steel, and between two shaped steel ends, be connected with the buckling restrained bracing of pair of cross layout, or be connected with a buckling restrained bracing be in tilted layout between two shaped steel ends, or between two shaped steel ends, be connected with a buckling restrained bracing and an angle steel of arranged crosswise.
2. the coupling beam structure of a kind of steel plate concrete shear wall according to claim 1, is characterized in that: described shaped steel end and shear wall are welded and fixed, is bolted or is welded and fixed between described buckling restrained bracing two ends and shaped steel.
3. the coupling beam structure of a kind of steel plate concrete shear wall according to claim 2, is characterized in that: described shear wall horizontal direction both sides are rigid edge component, and two ends and the rigid edge Member Welding of described shaped steel are fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520494010.5U CN204919852U (en) | 2015-07-07 | 2015-07-07 | Company's girder construction of steel plate concrete shear force wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520494010.5U CN204919852U (en) | 2015-07-07 | 2015-07-07 | Company's girder construction of steel plate concrete shear force wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204919852U true CN204919852U (en) | 2015-12-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520494010.5U Expired - Fee Related CN204919852U (en) | 2015-07-07 | 2015-07-07 | Company's girder construction of steel plate concrete shear force wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204919852U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049709A (en) * | 2016-07-29 | 2016-10-26 | 重庆渝发建设有限公司 | Connecting system of hybrid coupled shear wall and construction method |
| CN107829505A (en) * | 2017-12-15 | 2018-03-23 | 大连大学 | A kind of coupling beam structure and its design method strengthened using X-shaped steel plate |
| CN111364625A (en) * | 2020-04-16 | 2020-07-03 | 张峻华 | Crossbeam restraint device for safety storehouse of moving away to avoid possible earthquakes convenient to installation |
| CN112922176A (en) * | 2021-01-27 | 2021-06-08 | 江苏海洋大学 | Self-resetting side-shear-resistant wall and floor connecting device and using method thereof |
| CN113175117A (en) * | 2021-05-11 | 2021-07-27 | 四川大学 | Truss type replaceable energy dissipation connecting beam with buckling restrained brace |
-
2015
- 2015-07-07 CN CN201520494010.5U patent/CN204919852U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049709A (en) * | 2016-07-29 | 2016-10-26 | 重庆渝发建设有限公司 | Connecting system of hybrid coupled shear wall and construction method |
| CN107829505A (en) * | 2017-12-15 | 2018-03-23 | 大连大学 | A kind of coupling beam structure and its design method strengthened using X-shaped steel plate |
| CN111364625A (en) * | 2020-04-16 | 2020-07-03 | 张峻华 | Crossbeam restraint device for safety storehouse of moving away to avoid possible earthquakes convenient to installation |
| CN111364625B (en) * | 2020-04-16 | 2021-05-04 | 张峻华 | Crossbeam restraint device for safety storehouse of moving away to avoid possible earthquakes convenient to installation |
| CN112922176A (en) * | 2021-01-27 | 2021-06-08 | 江苏海洋大学 | Self-resetting side-shear-resistant wall and floor connecting device and using method thereof |
| CN113175117A (en) * | 2021-05-11 | 2021-07-27 | 四川大学 | Truss type replaceable energy dissipation connecting beam with buckling restrained brace |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151230 Termination date: 20160707 |