CN204898943U - Power consumption shear force wall - Google Patents
Power consumption shear force wall Download PDFInfo
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- CN204898943U CN204898943U CN201520491742.9U CN201520491742U CN204898943U CN 204898943 U CN204898943 U CN 204898943U CN 201520491742 U CN201520491742 U CN 201520491742U CN 204898943 U CN204898943 U CN 204898943U
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- wall
- shear force
- shear wall
- perps
- power consumption
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Abstract
The utility model discloses a power consumption shear force wall to solve reinforced concrete shear wall structure overlength, absorb too much earthquake and do all can and take place brittle failure's problem easily under seismic action. A power consumption shear force wall has offered the perps in the shear force on the wall, and the interval is provided with rubber layer and foam blanket in the perps. For improving shear force wall mechanical properties, improve structure system shock resistance, the utility model discloses a set up the perps and fill the power consumption material on long wall limb, shear force crack development on the wall prevents that the shear force wall from taking place brittle failure in the time of can preventing the earthquake.
Description
Technical field
The utility model belongs to building field, is specifically related to a kind of shear wall.
Background technology
Shear wall structure has good lateral resistance, and can possess vertical and Its ultimate bearing capacity, be one of most widely used form of structure in current multi-rise building simultaneously.But shear wall disposal is long, when can cause geological process, to bear shearing excessive for wall limb, easily brittle fracture occurs, show as a large amount of development of the foot of a wall distress in concrete, and cause concrete sheet to peel off and the lateral deflection of vertical muscle, this destruction is difficult to repair.
Utility model content
The purpose of this utility model is to provide a kind of energy-consuming shear wall, long to solve reinforced concrete shear wall structure, hyperabsorption seismic forces under geological process and the problem of brittle fracture easily occurs.
The technical scheme that this practicality adopts is: a kind of energy-consuming shear wall, shear wall offers perps, is arranged at intervals with rubber layer and froth bed in perps.The both sides of rubber layer are respectively equipped with steel plate, and steel plate is longitudinally provided with at least 1 group reinforcing bar along shear wall, and the longitudinal pitch of adjacent reinforcing bar is 200mm-300mm; Often organize reinforcing bar laterally to arrange front and back along shear wall.
For improving shear wall mechanical property, improve structural system shock resistance, the utility model by offering perps and filling Energy dissipating material on long wall limb, and crack progressing when can stop earthquake on shear wall, prevents shear wall generation brittle fracture.
Accompanying drawing explanation
Fig. 1 is a kind of structural representation of energy-consuming shear wall;
Fig. 2 is A-A view in Fig. 1;
Fig. 3 is B portion enlarged drawing in Fig. 1;
Fig. 4 is a kind of arrangement diagram of middle perps of energy-consuming shear wall;
Fig. 5 is the top view of Fig. 4.
Reference numeral implication is as follows: shear wall (1), rubber layer (2), froth bed (3), reinforcing bar (4), steel plate (41), perps (5).
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in more detail.
A kind of energy-consuming shear wall, shear wall 1 offers perps 5, is arranged at intervals with rubber layer 2 and froth bed 3 in perps 5.The both sides of rubber layer 2 are respectively equipped with steel plate 41.
In present embodiment, the width of perps is 10-50mm.The height of rubber layer (2) and froth bed (3) is 500mm-800mm.The thickness of steel plate 41 is 8mm, and the width of steel plate 41 is 150mm, equals the thickness of wall.Steel plate 41 is longitudinally provided with at least 1 group reinforcing bar 4 along shear wall, and the longitudinal pitch of adjacent reinforcing bar is 200mm-300mm; Often organize reinforcing bar laterally to arrange front and back along shear wall, the spacing of front and back reinforcing bar can be 100mm.The diameter of reinforcing bar (4) is 6mm, and length is 100mm.
During enforcement, before colligation shear force wall reinforcing steel bar, rubber layer and froth bed interval are arranged in wall limb parting position, wall limb level reinforcing bar is communicated with; Formwork concreting.
Claims (4)
1. an energy-consuming shear wall, is characterized in that: on shear wall (1), offer perps (5), is arranged at intervals with rubber layer (2) and froth bed (3) in perps (5); The both sides of rubber layer (2) are respectively equipped with steel plate (41), and steel plate (41) is longitudinally provided with at least 1 group reinforcing bar (4) along shear wall, and the longitudinal pitch of adjacent reinforcing bar (4) is 200mm-300mm; Often organize reinforcing bar laterally to arrange front and back along shear wall.
2. energy-consuming shear wall according to claim 1, is characterized in that: the width of perps (5) is 10-50mm.
3. energy-consuming shear wall according to claim 1 and 2, is characterized in that: the height of rubber layer (2) and froth bed (3) is 500mm-800mm.
4. energy-consuming shear wall according to claim 3, is characterized in that: the diameter of reinforcing bar (4) is 6mm, and length is 100mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520491742.9U CN204898943U (en) | 2015-07-09 | 2015-07-09 | Power consumption shear force wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520491742.9U CN204898943U (en) | 2015-07-09 | 2015-07-09 | Power consumption shear force wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204898943U true CN204898943U (en) | 2015-12-23 |
Family
ID=54921130
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520491742.9U Active CN204898943U (en) | 2015-07-09 | 2015-07-09 | Power consumption shear force wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204898943U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110748042A (en) * | 2019-10-24 | 2020-02-04 | 中国十七冶集团有限公司 | Sound insulation type steel plate concrete shear wall for high-rise building |
| CN112746686A (en) * | 2020-12-30 | 2021-05-04 | 江苏诚意住宅工业科技发展有限公司 | Earthquake intelligence parting body energy dissipation shock attenuation reinforced concrete wall body |
-
2015
- 2015-07-09 CN CN201520491742.9U patent/CN204898943U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110748042A (en) * | 2019-10-24 | 2020-02-04 | 中国十七冶集团有限公司 | Sound insulation type steel plate concrete shear wall for high-rise building |
| CN112746686A (en) * | 2020-12-30 | 2021-05-04 | 江苏诚意住宅工业科技发展有限公司 | Earthquake intelligence parting body energy dissipation shock attenuation reinforced concrete wall body |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |