CN204112524U - A kind of novel building shear wall structure - Google Patents
A kind of novel building shear wall structure Download PDFInfo
- Publication number
- CN204112524U CN204112524U CN201420560214.XU CN201420560214U CN204112524U CN 204112524 U CN204112524 U CN 204112524U CN 201420560214 U CN201420560214 U CN 201420560214U CN 204112524 U CN204112524 U CN 204112524U
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- China
- Prior art keywords
- newel post
- wall
- shear wall
- compression part
- resistance
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Abstract
The utility model discloses a kind of novel building shear wall structure, shear wall comprises wall bottom girder, wall column, Double Tops plate, the first newel post, the second newel post, control connector, structural slab and resistance to compression part, described first newel post and the second newel post are the two ends of shear wall, be a part for wall column, the bottom of the first newel post and the second newel post is fixed on basis by control connector by screw bolt and nut respectively; Described resistance to compression part lays respectively at the bottom of the first newel post and the second newel post, screw or other securing members is adopted to fix resistance to compression part and the first newel post, the second newel post, the cylindrical tube of described resistance to compression part is inserted in the hole of wall bottom girder, and its steel plate is positioned on wall bottom girder, and the openend of cylindrical tube is positioned on basis.The active force that newel post is subject to when earthquake or typhoon by resistance to compression part by the utility model structure is transferred directly on basis, the load of the newel post of reduction, and increase the antiseismic or platform wind action of building structure, easy construction, financial cost is low.
Description
Technical field
The utility model relates to building structure, is specifically related to build shear wall structure.
Background technology
When typhoon or earthquake, it is even completely destroyed that fabric structure may be subject to comparatively serious damage.Present building adopts shear wall structure usually, current shear wall structure is generally the shear wall structure of band perps, perps shear wall is on the basis of steel concrete entity shear wall, arrange longitudinal seam at a certain distance, under geological process, between seam, wall produces a large amount of trickle diagonal cracks, the volume of concrete produced after cracking expands and makes to produce pressure between wall between two adjacent seams, limit the development of crack width, but its construction is comparatively complicated, is more difficultly applied in reinforced concrete structure.And in existing shear wall, Structural Energy Dissipation, mainly on beam, causes load on beam excessive.
Utility model content
For the problems referred to above, problem to be solved in the utility model is to provide a kind of easy construction, the shear wall structure of effect mainly on basis of pulling capacity and overturning moment.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is, a kind of novel building shear wall structure, shear wall comprises wall bottom girder, wall column, Double Tops plate, the first newel post, the second newel post, control connector, structural slab and resistance to compression part, and described shear wall is one section of body of wall; Described wall bottom girder is positioned at the bottom of shear wall, extends to form the bottom of body of wall, and wall bottom girder is fixed on basis, a part for basis of formation, and wall bottom girder is provided with hole; The bottom of described wall column is fixed on wall bottom girder by nail, stands upright on basis; Described Double Tops plate is fixed on the upper end of wall column.
As preferably, described first newel post and the second newel post are parts for wall column, are the two ends of shear wall, and distance between the two forms the total length of shear wall.
As preferably, the bottom of described first newel post and the second newel post is fixed on basis by control connector by screw bolt and nut respectively, and the first newel post and the second newel post can not be extracted when earthquake or typhoon from basis.
As preferably, described Double Tops plate comprises the first top board layer and the second top board layer, and the first top board layer is fixed on the upper end of wall column by nail, and the second top board layer is fixed on the first top board layer by nail.
As preferably, described structural slab is fixed on shear wall, is fastenedly connected respectively by nail or other securing members with the first newel post, the second newel post, wall column, Double Tops plate, wall bottom girder.
As preferably, described resistance to compression part lays respectively at the bottom of the first newel post and the second newel post, and resistance to compression part comprises steel plate and cylindrical tube, described steel plate is rectangular shape, consistent with the bottom shape of the first newel post and the second newel post, the size of described steel plate is 9cm*9cm, and thickness is 0.7cm; Steel plate is provided with fastener hole, for fixing resistance to compression part and the first newel post, the second newel post, adopts screw or other securing members to fix.
As preferably, the cylindrical tube of described resistance to compression part is inserted in the hole of wall bottom girder, its steel plate is positioned on wall bottom girder, the openend of cylindrical tube is positioned on basis, the weight of described first newel post, the second newel post is directly distributed on above basic instead of wall bottom girder by resistance to compression part, earthquake or typhoon can directly be transferred on above basic instead of wall bottom girder the active force of newel post, ensure that the safety of building, do not increase financial cost simultaneously.
As preferably, the cylindrical tube of described resistance to compression part is a solid or hollow steel pipe, and external diameter is 4.5cm, and interior diameter is 3.5cm, and the solder joint place, inside of cylindrical tube is welded on steel plate, ensure that cylindrical tube external surface smooth; The top of cylindrical tube is openend.
As preferably, the diameter in the hole of described wall bottom girder is greater than the external diameter of cylindrical tube slightly, and cylindrical tube can be inserted easily, the movement of cylindrical tube during limit lateral active force simultaneously; Described cylindrical tube and steel plate also by press and mode is connected, do not need spot welding.
The utility model beneficial effect, structure is simple, constructability, and the effect of the pulling capacity that building is subject to and overturning moment is all transferred on basis, and not on beam, increases the tension pull out force of building structure and the effect of overturning moment, and financial cost is low simultaneously.
Accompanying drawing explanation
Fig. 1 is the utility model structural perspective
Wherein, shear wall 10, body of wall 12, wall bottom girder 20, basis 22, wall column 30, newel post 42 of Double Tops plate 32, first top board layer 34, second top board layer 36, first newel post 40, second, control connector 44, structural slab 50, resistance to compression part 60
Fig. 2 is the utility model resistance to compression part structural representation
Wherein, resistance to compression part 60, steel plate 62, cylindrical tube 64, fastener hole 66, openend 65
Fig. 3 is the utility model structure partial enlarged drawing
Wherein, wall bottom girder 20, basis the 22, first newel post 40, resistance to compression part 60, steel plate 62, cylindrical tube 64, openend 65, solder joint 68, hole 70
Detailed description of the invention
By reference to the accompanying drawings, the utility model structure is described further.
A kind of novel building shear wall structure, shear wall 10 comprises wall bottom girder 20, wall column 30, newel post 42 of Double Tops plate 32, first newel post 40, second, control connector 44, structural slab 50 and resistance to compression part 60, and described shear wall 10 is body of wall 12 one section (not marking in figure); Described wall bottom girder 20 is positioned at the bottom of shear wall 10, extends to form the bottom of body of wall 12, and wall bottom girder 20 is fixed on basis 22, a part for wall bottom girder 20 basis of formation, and wall bottom girder 20 is provided with hole; The bottom of described wall column 30 is fixed on wall bottom girder 20 by nail (not marking in figure), stands upright on basis 22; Described Double Tops plate 32 is fixed on the upper end of wall column 30.
Further, described first newel post 40 and the second newel post 42 are parts of wall column 30, are the two ends of shear wall 10, and distance between the two forms the total length of shear wall 10.
Further, the bottom of described first newel post 40 and the second newel post 42 is fixed on basis 22 by screw bolt and nut (not marking in figure) by control connector 44 respectively, and the first newel post 40 and the second newel post 42 can not be extracted when earthquake or typhoon from basis 22.
Further, described Double Tops plate 32 comprises the first top board layer 34 and the second top board layer 36, first top board layer 34 are fixed on wall column 30 upper end by nail, and the second top board layer 36 is fixed on the first top board layer 34 by nail.
Further, described structural slab 50 is fixed on shear wall 10, is fastenedly connected respectively by nail or other securing members with the first newel post 42 of newel post 40, second, wall column 30, Double Tops plate 32, wall bottom girder 20.
Further, described resistance to compression part 60 lays respectively at the bottom of the first newel post 40 and the second newel post 42, resistance to compression part comprises steel plate 62 and cylindrical tube 64, described steel plate 62 is rectangular shapes, consistent with the bottom shape of the first newel post 40 and the second newel post 42, the size of described steel plate 62 is 9cm*9cm, and thickness is 0.7cm; Steel plate 62 is provided with fastener hole 66, adopts screw or other securing members to fix resistance to compression part 60 and the first newel post 42 of newel post 40, second.
Further, in the hole 70 of the insertion cylindrical tube 64 wall bottom girder 20 of described resistance to compression part 60, its steel plate 62 is positioned on wall bottom girder 20, the openend 65 of cylindrical tube 64 is positioned on basis 22, the weight of described newel post is directly distributed on basis 22 instead of on wall bottom girder 20 by resistance to compression part 60, earthquake or typhoon can directly be transferred on basis 22 instead of on wall bottom girder 20 active force of newel post, ensure that the safety of building, do not increase financial cost simultaneously.
Further, the cylindrical tube 64 of described resistance to compression part 60 is hollow steel pipes, and external diameter is 4.5cm, and interior diameter is 3.5cm, and inside solder joint 68 place of cylindrical tube 64 is welded on steel plate 62, ensure that the smooth of cylindrical tube 64 external surface; The top of cylindrical tube 64 is openends 65.
Further, the diameter in the hole 70 of described wall bottom girder 20 is greater than the external diameter of cylindrical tube 64 slightly, and cylindrical tube 64 can be inserted easily, the simultaneously movement of cylindrical tube 64 during limit lateral active force.
Claims (7)
1. a novel building shear wall structure, shear wall comprises wall bottom girder, wall column, Double Tops plate, the first newel post, the second newel post, control connector, structural slab and resistance to compression part, it is characterized in that: described wall bottom girder is positioned at the bottom of shear wall, wall bottom girder is fixed on basis, be the part on basis, wall bottom girder is provided with hole; The bottom of described wall column is fixed on wall bottom girder by nail, stand upright on basis, described first newel post and the second newel post are the two ends of shear wall, are parts for wall column, and the bottom of the first newel post and the second newel post is fixed on basis by control connector by screw bolt and nut respectively; Described resistance to compression part lays respectively at the bottom of the first newel post and the second newel post, adopts screw or other securing members to fix resistance to compression part and the first newel post, the second newel post; Described Double Tops plate is fixed on the upper end of wall column.
2. a kind of novel building shear wall structure according to claim 1, is characterized in that: the distance between described first newel post and the second newel post forms the total length of shear wall.
3. a kind of novel building shear wall structure according to claim 1, it is characterized in that: described Double Tops plate comprises the first top board layer and the second top board layer, first top board layer is fixed on the upper end of wall column by nail, the second top board layer is fixed on the first top board layer by nail.
4. a kind of novel building shear wall structure according to claim 1, is characterized in that: described structural slab is fixed on shear wall, is fastenedly connected respectively by nail or other securing members with the first newel post, the second newel post, wall column, Double Tops plate, wall bottom girder.
5. a kind of novel building shear wall structure according to claim 1, is characterized in that: described resistance to compression part comprises steel plate and cylindrical tube, and steel plate is provided with fastener hole, for fixing resistance to compression part and the first newel post, the second newel post.
6. a kind of novel building shear wall structure according to claim 1, is characterized in that: the cylindrical tube of described resistance to compression part is inserted in the hole of wall bottom girder, and its steel plate is positioned on wall bottom girder, and the openend of cylindrical tube is positioned on basis.
7. a kind of novel building shear wall structure according to claim 1, is characterized in that: the steel plate of described resistance to compression part is rectangular shape, consistent with the bottom shape of the first newel post and the second newel post, the size of described steel plate is 9cm*9cm, and thickness is 0.7cm; The cylindrical tube of described resistance to compression part is a solid or hollow steel pipe, and external diameter is 4.5cm, and interior diameter is 3.5cm, and the solder joint place, inside of cylindrical tube is welded on steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420560214.XU CN204112524U (en) | 2014-09-26 | 2014-09-26 | A kind of novel building shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420560214.XU CN204112524U (en) | 2014-09-26 | 2014-09-26 | A kind of novel building shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204112524U true CN204112524U (en) | 2015-01-21 |
Family
ID=52329850
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420560214.XU Expired - Fee Related CN204112524U (en) | 2014-09-26 | 2014-09-26 | A kind of novel building shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204112524U (en) |
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2014
- 2014-09-26 CN CN201420560214.XU patent/CN204112524U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: GUANGDONG ZHONGKE CONSTRUCTION ENGINEERING CO., LT Effective date: 20150108 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 519070 ZHUHAI, GUANGDONG PROVINCE TO: 510300 GUANGZHOU, GUANGDONG PROVINCE Free format text: CORRECT: ADDRESS; FROM: 543300 WUZHOU, GUANGXI ZHUANG AUTONOMOUS REGION TO: 519070 ZHUHAI, GUANGDONG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20150108 Address after: 510300 Guangdong city of Guangzhou province Haizhuqu District Guangzhou Avenue South Road No. 7 9 street Chrysopsis cloudtop layer self 9A Patentee after: GUANGDONG ZHONGKE CONSTRUCTION ENGINEERING Co.,Ltd. Address before: Xiangzhou District of Guangdong city in Zhuhai Province before the 519070 mountain Guangdong Road No. 2352 Building 2 unit 323 room 25 Patentee before: Guo Jing Effective date of registration: 20150108 Address after: Xiangzhou District of Guangdong city in Zhuhai Province before the 519070 mountain Guangdong Road No. 2352 Building 2 unit 323 room 25 Patentee after: Guo Jing Address before: Tengxian Tengzhou town of Wuzhou city 543300 the Guangxi Zhuang Autonomous Region Taian three Po village nine Group No. 16 Patentee before: Zhang Jianmin |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150121 Termination date: 20150926 |
|
| EXPY | Termination of patent right or utility model |