CN202000381U - Earthquake-resistible building structure - Google Patents
Earthquake-resistible building structure Download PDFInfo
- Publication number
- CN202000381U CN202000381U CN2011200682303U CN201120068230U CN202000381U CN 202000381 U CN202000381 U CN 202000381U CN 2011200682303 U CN2011200682303 U CN 2011200682303U CN 201120068230 U CN201120068230 U CN 201120068230U CN 202000381 U CN202000381 U CN 202000381U
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- main body
- building main
- spring
- sliding part
- earthquake
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Abstract
The utility model discloses an earthquake-resistible building structure, which comprises a building main body and a ground base, wherein the ground base is a planar movement mechanism; the building main body is arranged on the planar movement mechanism; the planar movement mechanism is connected with the building main body through a spring and consists of a transversal sliding chute, a longitudinal sliding chute and a sliding part; balls are arranged between the transversal sliding chute and the longitudinal sliding chute as well as the transversal sliding chute and the sliding part; the spring is sleeved on the sliding part; and the two ends of the spring are pressed against the building main body and the sliding part respectively. Due to the adoption of the technical scheme, the planar movement mechanism is used as the ground base, so that the problem of collapse due to back-and-forth and right-and-left movement generated by the building main body during earthquake can be effectively solved; the spring has the effect of preventing cement pile breakage caused by up-and-down vibration and has an energy adsorption effect; therefore, personnel in the building main body can be evacuated within sufficient time.
Description
Technical field:
The utility model relates to a kind of fabric structure of resisting earthquake.
Background technology:
Existing building structure mainly is made of ground and building body, the effect of ground is the weight and the stable building main body of supporting building main body, existing ground all is simply to utilize concrete and reinforcing bar to make, this ground is a kind of rigid body, the building main body places on this rigid body, if earthquake takes place, because rigid body does not have incabloc function, when earthquake intensity reaches certain progression, because producing, shears or skew on ground, whole building main body can produce the crack, when serious even collapse, weighs, kills the people in the building main body wounded.
Summary of the invention:
The purpose of this utility model is in order to overcome the shortcoming of above-mentioned prior art, a kind of fabric structure of resisting earthquake to be provided.
For achieving the above object, the technical scheme that the utility model provides is: a kind of fabric structure of resisting earthquake, include building main body and ground, and ground is a plane travel mechanism, the building main body is arranged in the travel mechanism of plane, connects by spring between the two.
Described plane travel mechanism is by horizontal concrete chute, vertically chute and sliding part constitute, horizontal concrete chute and vertically between the chute, all be provided with ball between horizontal concrete chute and the sliding part, spring housing is connected on the sliding part, and the two ends of spring are withstood building main body and sliding part respectively.
After adopting technique scheme, utilize plane travel mechanism as ground, in the time of can effectively solving earthquake, the moving and subsiding of causing all around that can resist effectively that the building main body produces, and the effect of spring is to resist because of up-down vibration to shake the mud pile of cutting off the water supply, play the effect of energy-absorbing, thereby make the personnel in the building main body can have the sufficient time to withdraw.
Description of drawings:
Fig. 1 is the schematic diagram of each ground load-bearing fulcrum of the utility model fabric structure;
Fig. 2 is the sectional structure chart of each ground load-bearing fulcrum of the utility model fabric structure;
Fig. 3 is the general illustration that the utility model can be resisted the earthquake fabric structure.
The specific embodiment:
Now elaborate the utility model in conjunction with the accompanying drawings:
The fabric structure of the earthquake resisted of present embodiment includes building main body 1 and ground, ground becomes plane travel mechanism 2, building main body 1 is arranged in the plane travel mechanism 2, connect by spring 3 between the two, described plane travel mechanism 2 is by horizontal concrete chute 21, vertically chute 22 and sliding part 23 constitute, horizontal concrete chute 21 and vertically between the chute 22, all be provided with ball 24 between horizontal concrete chute 21 and the sliding part 23, spring 3 is socketed on the sliding part 23, and the two ends of spring 3 are withstood building main body 1 and sliding part 23 respectively.
Above-mentioned is illustrative rather than determinate with reference to embodiment to the description that this fabric structure that can resist earthquake carries out, and therefore in the variation and the modification that do not break away under the utility model general plotting, should belong within the protection domain of the present utility model.
Claims (2)
1. the fabric structure that can resist earthquake includes building main body and ground, it is characterized in that: ground is a plane travel mechanism, and the building main body is arranged in the travel mechanism of plane, connects by spring between the two.
2. a kind of fabric structure of resisting earthquake according to claim 1, it is characterized in that: described plane travel mechanism is by horizontal concrete chute, vertically chute and sliding part constitute, horizontal concrete chute and vertically between the chute, all be provided with ball between horizontal concrete chute and the sliding part, spring housing is connected on the sliding part, and the two ends of spring are withstood building main body and sliding part respectively.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011200682303U CN202000381U (en) | 2011-03-16 | 2011-03-16 | Earthquake-resistible building structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011200682303U CN202000381U (en) | 2011-03-16 | 2011-03-16 | Earthquake-resistible building structure |
Publications (1)
Publication Number | Publication Date |
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CN202000381U true CN202000381U (en) | 2011-10-05 |
Family
ID=44703126
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN2011200682303U Expired - Fee Related CN202000381U (en) | 2011-03-16 | 2011-03-16 | Earthquake-resistible building structure |
Country Status (1)
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CN (1) | CN202000381U (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103106816A (en) * | 2013-01-18 | 2013-05-15 | 河北科技大学 | Movable building seismic performance dynamic simulation analyzer |
CN105756053A (en) * | 2016-02-24 | 2016-07-13 | 张日龙 | Building pile |
CN108571019A (en) * | 2017-12-06 | 2018-09-25 | 湖南工程学院 | A kind of offshore wind farm stake Anti-scouring device |
CN108797551A (en) * | 2018-06-17 | 2018-11-13 | 杭州林迪德瑞科技有限公司 | Operation at sea system and method |
CN110757997A (en) * | 2018-10-27 | 2020-02-07 | 高宏福 | Closed blackboard eraser box |
-
2011
- 2011-03-16 CN CN2011200682303U patent/CN202000381U/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103106816A (en) * | 2013-01-18 | 2013-05-15 | 河北科技大学 | Movable building seismic performance dynamic simulation analyzer |
CN103106816B (en) * | 2013-01-18 | 2014-09-10 | 河北科技大学 | Movable building seismic performance dynamic simulation analyzer |
CN105756053A (en) * | 2016-02-24 | 2016-07-13 | 张日龙 | Building pile |
CN108571019A (en) * | 2017-12-06 | 2018-09-25 | 湖南工程学院 | A kind of offshore wind farm stake Anti-scouring device |
CN108571019B (en) * | 2017-12-06 | 2023-11-24 | 湖南工程学院 | Scour prevention device for offshore wind power pile |
CN108797551A (en) * | 2018-06-17 | 2018-11-13 | 杭州林迪德瑞科技有限公司 | Operation at sea system and method |
CN110757997A (en) * | 2018-10-27 | 2020-02-07 | 高宏福 | Closed blackboard eraser box |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20111005 Termination date: 20130316 |