CN204703329U - Building aseismicity syndeton - Google Patents
Building aseismicity syndeton Download PDFInfo
- Publication number
- CN204703329U CN204703329U CN201520189791.7U CN201520189791U CN204703329U CN 204703329 U CN204703329 U CN 204703329U CN 201520189791 U CN201520189791 U CN 201520189791U CN 204703329 U CN204703329 U CN 204703329U
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- CN
- China
- Prior art keywords
- pillar
- external wall
- wall system
- analyses
- connecting hole
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- Expired - Fee Related
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Abstract
The utility model discloses building aseismicity syndeton, comprise external wall system, pillar, shock sensor, connector and analyses of shake device; Described analyses of shake device is positioned at the bottom of external wall system; Ground surface bottom building structure has locating hole, and described shock sensor is positioned at the bottom of locating hole, is electrically connected with analyses of shake device by cable; Described external wall system and pillar are rigidly connected by connector.When seismic force effects, pillar and external wall system are become from original being fixedly connected with and flexibly connect, and available buffer seismic forces is to the effect of himself; In pillar, be provided with multiple connecting hole, after a connecting hole fracture, retaining member can be fastened in its adjacent connecting hole, ensure that the connection of pillar and external wall system, and anti seismic efficiency is good; Be provided with seismic sensor and analyses of shake device in the utility model simultaneously, can take to protect corresponding safeguard measure when the active force of seismic forces does not also reach building structure.
Description
Technical field
The invention relates to building field, is specifically related to building aseismicity syndeton.
Background technology
In correlation technique, building earthquake engineering adopts the dissipative vibratory of damper or absorbs resonant frequency and weakens geological process power; Antidetonation securing member is adopted to fix the structure that can bear seismic structural.
But inventor finds, antidetonation securing member connects two building structure, can not the integrality of holding structure when being subject to oscillating load, cause the connection between building structure insecure, cause the anti seismic efficiency of building to be deteriorated.
Innovation and creation content
For the problems referred to above, it is not easily loose constantly that the problem that the invention will solve is to provide a kind of oscillating load being subject to seismic forces, the building aseismicity syndeton that anti seismic efficiency is good.
For solving the problems of the technologies described above, the technical scheme that the invention adopts is that building aseismicity syndeton, comprises external wall system, pillar, shock sensor, connector and analyses of shake device; Described analyses of shake device is positioned at the bottom of external wall system; Ground surface bottom building structure has locating hole, and described shock sensor is positioned at the bottom of locating hole, is electrically connected with analyses of shake device by cable; Described external wall system and pillar are rigidly connected by connector.
Described connector comprises the retaining member connecting external wall system and pillar.
On described external wall system and pillar, correspondence position is provided with connecting hole, and described retaining member, through connecting hole, adopts the first nut fastening; The head that described retaining member is positioned at external wall system part employing outward the first nut is anchored on the external surface of external wall system; The bottom of described retaining member is positioned at the outside of pillar, adopts the second nut fastening.
The side of described pillar is provided with hydraulic cavities, and the part that described retaining member is positioned at the side of pillar is positioned at hydraulic cavities, and hydraulic cavities and conduit are connected.
Described pillar is provided with multiple connecting hole, and under the effect of seismic forces, pillar can mate with the connecting hole on external wall system.
Described shock sensor measures the accelerometer of the vibrations that crustal motion causes; It can respond to the seismic wave of the transmission except vertical direction.
The invention beneficial effect, the utility model structure is simple, connector connecting struts and external wall system, when seismic force effects, first nut is in the breaking part fracture of himself, and pillar and external wall system are become from original being fixedly connected with and flexibly connect, and available buffer seismic forces is to the effect of himself; In pillar, be provided with multiple connecting hole, after a connecting hole fracture, retaining member can be fastened in its adjacent connecting hole, ensure that the connection of pillar and external wall system, and anti seismic efficiency is good; Be provided with seismic sensor and analyses of shake device in the utility model simultaneously, can take to protect corresponding safeguard measure when the active force of seismic forces does not also reach building structure.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation
Wherein, building structure 100, external wall system 110, pillar 102, shock sensor 20, connector 10, analyses of shake device 40, ground surface 120, locating hole 122, cable 22
Fig. 2 is that the utility model connector connects enlarged diagram
Wherein, connector 10, external wall system 110, pillar 102, retaining member 12, connecting hole 112, first nut 14, second nut 16, geosutures 15, hydraulic cavities 30, conduit 32
Detailed description of the invention
By reference to the accompanying drawings, the utility model structure is described further.
Building aseismicity syndeton, comprises external wall system 110 and pillar 102, shock sensor 20, connector 10 and the analyses of shake device 40 of building structure 100; Described analyses of shake device 40 is positioned at the bottom of external wall system 110; Ground surface 120 bottom building structure 100 has locating hole 122, and described shock sensor 20 is positioned at the bottom of locating hole 122, is electrically connected with analyses of shake device 40 by cable 22; Described external wall system 110 and pillar 102 are rigidly connected by connector 10.
Described connector 10 comprises the retaining member 12 connecting external wall system 110 and pillar 102.
On described external wall system 110 and pillar 102, correspondence position is provided with connecting hole 112, and described retaining member 12, through connecting hole 112, adopts the first nut 14 fastening; Described retaining member 12 is positioned at the outer part of external wall system 110 and adopts the head of the first nut 14 to be anchored on the external surface of external wall system 110; The bottom of described retaining member 12 is positioned at the outside of pillar 102, and its end adopts the second nut 16 fastening.
The side of described pillar 102 is provided with the hydraulic cavities 30 of buffering ground seismic wave function, and the part that described retaining member 12 is positioned at the side of pillar 102 is positioned at hydraulic cavities 30, and hydraulic cavities 30 and conduit 32 are connected.
Described first nut 14 is at himself geosutures 15 place by the effect easy fracture of seismic forces, and pillar 102 becomes from being rigidly connected with the connection of external wall system 110 and flexibly connects.
Described pillar 102 is provided with multiple connecting hole 112 successively, and under the effect of seismic forces, after connecting hole 112 fracture of pillar 102, retaining member 12 can be fastened in rapidly in another connecting hole 112.
The side of the connecting hole 112 on described external wall system 110 is inverted trapezoidals, and retaining member 12 part in the inner matches with it.
Claims (4)
1. building aseismicity syndeton, is characterized in that: comprise external wall system, pillar, shock sensor, connector and analyses of shake device; Described analyses of shake device is positioned at the bottom of external wall system; Ground surface bottom building structure has locating hole, and described shock sensor is positioned at the bottom of locating hole, is electrically connected with analyses of shake device by cable; Described external wall system and pillar are rigidly connected by connector.
2. building aseismicity syndeton according to claim 1, is characterized in that: described connector comprises the retaining member connecting external wall system and pillar.
3. building aseismicity syndeton according to claim 1, it is characterized in that: the correspondence position on described external wall system and pillar is provided with connecting hole, described retaining member is through connecting hole, and the described retaining member part be positioned at outside external wall system is anchored on the external surface of external wall system; The bottom of described retaining member is positioned at the outside of pillar.
4. building aseismicity syndeton according to claim 1, it is characterized in that: described pillar is provided with multiple connecting hole successively, retaining member can be fastened in arbitrary connecting hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520189791.7U CN204703329U (en) | 2015-03-31 | 2015-03-31 | Building aseismicity syndeton |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520189791.7U CN204703329U (en) | 2015-03-31 | 2015-03-31 | Building aseismicity syndeton |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204703329U true CN204703329U (en) | 2015-10-14 |
Family
ID=54282956
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520189791.7U Expired - Fee Related CN204703329U (en) | 2015-03-31 | 2015-03-31 | Building aseismicity syndeton |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204703329U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107023089A (en) * | 2017-03-27 | 2017-08-08 | 同济大学 | A kind of layered wobble formula shock mitigation system |
-
2015
- 2015-03-31 CN CN201520189791.7U patent/CN204703329U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107023089A (en) * | 2017-03-27 | 2017-08-08 | 同济大学 | A kind of layered wobble formula shock mitigation system |
| CN107023089B (en) * | 2017-03-27 | 2019-10-18 | 同济大学 | A kind of layered wobble formula shock mitigation system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160201 Address after: Yongan Chongqing city Fengjie County town of 404699 Avenue (Kuizhou County Department of No. 8-802) Patentee after: Chongqing Kun Chuan Construction Engineering Co.,Ltd. Address before: Shaoling road Yongan town Chongqing city 404699 Fengjie County No. 1 of No. 38 6-2 Patentee before: Xie Yaohui Effective date of registration: 20160201 Address after: Shaoling road Yongan town Chongqing city 404699 Fengjie County No. 1 of No. 38 6-2 Patentee after: Xie Yaohui Address before: Tianhe District city in Guangdong province Guangzhou Longkou West Road No. 2, Room 405, 510635 Patentee before: Meng Ling |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151014 Termination date: 20160331 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |