CN202064676U - Quakeproof building - Google Patents
Quakeproof building Download PDFInfo
- Publication number
- CN202064676U CN202064676U CN2011201764194U CN201120176419U CN202064676U CN 202064676 U CN202064676 U CN 202064676U CN 2011201764194 U CN2011201764194 U CN 2011201764194U CN 201120176419 U CN201120176419 U CN 201120176419U CN 202064676 U CN202064676 U CN 202064676U
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Abstract
The utility model relates to a quakeproof building, which comprises a ground building (4) and a foundation. The foundation comprises a conjoint cushion layer (1) constructed on the stratum through piles, a supporting layer (10) is arranged above the conjoint cushion layer (1), and rubber supports (11) are arranged between the conjoint cushion layer (1) and the supporting layer (10). A base (5) is arranged above the supporting layer (10), movable steel balls (8) are uniformly arranged between the supporting layer (10) and the base (5), the ground building is constructed on the base, the conjoint cushion layer (1) extending outwards is fixedly connected with vertical limiting walls (2), and a rubber block (3) is arranged between each limiting wall (2) and the base (5). The rubber supports and the steel balls are arranged in the foundation, so that vertical vibration and horizontal shaking of the ground building can be effectively buffered, and collapse and irreversible destructive deformation of the building in earthquake can be prevented. Furthermore, the quakeproof building has the advantages of simple structure, fine quakeproof effect and the like.
Description
Technical field
The utility model belongs to technical field of buildings, specifically be a kind of can earthquake-proof antiseismic structure.
Background technology
The building structure that to be people build with materials such as soil, stone, wood, steel, glass its objective is to obtain the formed space of building that building comprises house on ground and the ground, can supply that people work therein, live, study, amusement and storage goods and materials.Building lot is divided into natural ground and artificial foundation.The artificial foundation can be divided into: 1, homogeneous foundation, multistrata foundation; 2, composite foundation; 3, pile foundation.Whole loads of building are that ground carries by following stratum all.
At present, the ground of building and house all are to adopt the mode that connects firmly basically, being about to ground constructs after on the stratum building construction on ground again, thereby guarantee the stability and the globality of building, can play firm effect in the ordinary course of things, but under special circumstances, as earthquake takes place, because the earth's crust vibrates, the building of constructing on the ground also can be vibrated along with the vibration of the earth's crust, the distortion of ground surpasses the distortion permissible value, makes house and building collapsing, irreversible destructive disasters such as crackle occur, have a strong impact on the normal use of people's life security and building.
The utility model content
The purpose of this utility model be provide at the deficiencies in the prior art a kind of can earthquake-proof antiseismic structure, neoprene bearing and steel ball are set in ground can cushion surface structures rocking effectively in vertical vibration and horizontal direction, building collapse or produce irreversible destructive distortion when preventing earthquake, thus reach shockproof effect.
The technical scheme that the utility model adopted:
A kind of antiseismic structure, comprise surface structures and ground, ground comprises by pile body constructs disjunctor bed course on the stratum, above the disjunctor bed course, be provided with the supporting layer that constitutes by mixed dirt bed of reinforcing bar and steel plate, the steel plate of supporting layer up, between disjunctor bed course and the supporting layer neoprene bearing is set, utilize neoprene bearing can cushion the vertical motion of earth's crust when earthquake takes place effectively, above supporting layer, be provided with the base that constitutes by mixed dirt bed of reinforcing bar and steel plate, the steel plate of base is downward, movable steel ball evenly is set between supporting layer and the base, the characteristic of utilizing steel ball arbitrarily to roll can be slowed down rocking of horizontal direction effectively, on base, construct surface structures, the disjunctor bed course stretches out and connects firmly the vertical spacing wall, be provided with the high-strength rubber piece between spacing walls and the base, both can have prevented that base displacement when occurred level rocks is too big, can under the elastic reaction of rubber, make it as far as possible to reset again.
In order to prevent that movable steel ball between supporting layer and the base from arbitrarily moving and flock together, destroy the Load Transfer of base, between supporting layer and base, be provided with the steel ball isolating frame.
The utility model is simple in structure, by neoprene bearing and steel ball are set in ground, can cushion surface structures effectively the rocking of vertical vibration and horizontal direction, building collapse or produce irreversible destructive distortion when preventing earthquake, and shockproof effect is good.
Description of drawings
Fig. 1 is a vertical section structure schematic diagram of the present utility model.
Fig. 2 is the schematic diagram of steel ball isolating frame of the present utility model.
Among the figure: 1, disjunctor bed course; 2, spacing walls; 3, block rubber; 4, surface structures; 5, base; 6, reinforcing bar mixes dirt bed; 7, steel plate; 8, steel ball; 9, steel ball isolating frame; 10, supporting layer; 11, neoprene bearing.
The specific embodiment
In the structure shown in the figure, the utility model comprises surface structures 4 and ground, ground comprises by pile body constructs disjunctor bed course 1 on the stratum, above the disjunctor bed course, be provided with the supporting layer 10 that constitutes by mixed dirt bed 6 of reinforcing bar and steel plate 7, the steel plate 7 of supporting layer up, between disjunctor bed course 1 and the supporting layer 10 neoprene bearing 11 is set, above supporting layer 10, be provided with the base 5 that constitutes by mixed dirt bed 6 of reinforcing bar and steel plate 7, the steel plate 7 of base is downward, movable steel ball 8 evenly is set between supporting layer 10 and the base 5, be provided with steel ball isolating frame 9 between the steel ball 8, on base, construct surface structures, disjunctor bed course 1 stretches out and connects firmly vertical spacing wall 2, is provided with high-strength rubber piece 3 between spacing walls 2 and the base 5.
When earthquake takes place, the earth's crust produces vibration, because the neoprene bearing between disjunctor bed course 1 and the supporting layer 10 has elasticity, can cushion the vertical motion of earth's crust when earthquake takes place effectively, and the movable steel ball 8 between supporting layer 10 and the base 5 can arbitrarily roll, and can slow down rocking of horizontal direction effectively, and reduces base displacement in the horizontal direction under the effect of high-strength rubber piece 3, and make it as far as possible to reset, thereby reach shockproof effect.
Claims (2)
1. antiseismic structure, comprise surface structures (4) and ground, it is characterized in that: ground comprises by pile body constructs disjunctor bed course (1) on the stratum, above the disjunctor bed course, be provided with the supporting layer (10) that mixes dirt bed (6) and steel plate (7) formation by reinforcing bar, the steel plate of supporting layer (7) up, between disjunctor bed course (1) and the supporting layer (10) neoprene bearing (11) is set, be provided with the base (5) that mixes dirt bed (6) and steel plate (7) formation by reinforcing bar in supporting layer (10) top, the steel plate of base (7) is downward, between supporting layer (10) and the base (5) movable steel ball (8) is set evenly, on base, construct surface structures (4), disjunctor bed course (1) stretches out and connects firmly vertical spacing wall (2), is provided with block rubber (3) between spacing walls (2) and the base (5).
2. antiseismic structure according to claim 1 is characterized in that: be provided with steel ball isolating frame (9) between the steel ball (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201764194U CN202064676U (en) | 2011-05-20 | 2011-05-20 | Quakeproof building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201764194U CN202064676U (en) | 2011-05-20 | 2011-05-20 | Quakeproof building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202064676U true CN202064676U (en) | 2011-12-07 |
Family
ID=45058544
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201764194U Expired - Fee Related CN202064676U (en) | 2011-05-20 | 2011-05-20 | Quakeproof building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202064676U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103046662A (en) * | 2013-01-09 | 2013-04-17 | 北京建筑工程学院 | Soft contact limit mechanism for isolation layers |
| CN104164894A (en) * | 2014-07-18 | 2014-11-26 | 成都绿迪科技有限公司 | Anti-seismic foundation |
| CN106460354A (en) * | 2014-03-24 | 2017-02-22 | 马西莫·基亚皮妮 | Composite foundations for seismic protection of building constructions |
| CN110016929A (en) * | 2019-01-15 | 2019-07-16 | 深圳市现代城市建筑设计有限公司 | A kind of pile foundation for Site of Collapsible Loess |
| CN110565829A (en) * | 2019-09-03 | 2019-12-13 | 潍坊昌大建设集团有限公司 | Building shockproof structure |
| CN110952721A (en) * | 2019-12-18 | 2020-04-03 | 北京工业大学 | End-hinged viscoelastic self-resetting swinging column for underground structure |
| CN111648412A (en) * | 2020-06-10 | 2020-09-11 | 惠安洛强装修设计中心 | Energy dissipation and shock absorption structure for building construction |
-
2011
- 2011-05-20 CN CN2011201764194U patent/CN202064676U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103046662A (en) * | 2013-01-09 | 2013-04-17 | 北京建筑工程学院 | Soft contact limit mechanism for isolation layers |
| CN106460354A (en) * | 2014-03-24 | 2017-02-22 | 马西莫·基亚皮妮 | Composite foundations for seismic protection of building constructions |
| CN106460354B (en) * | 2014-03-24 | 2020-09-01 | 马西莫·基亚皮妮 | Composite foundation for earthquake-proof protection of building structure |
| CN104164894A (en) * | 2014-07-18 | 2014-11-26 | 成都绿迪科技有限公司 | Anti-seismic foundation |
| CN110016929A (en) * | 2019-01-15 | 2019-07-16 | 深圳市现代城市建筑设计有限公司 | A kind of pile foundation for Site of Collapsible Loess |
| CN110565829A (en) * | 2019-09-03 | 2019-12-13 | 潍坊昌大建设集团有限公司 | Building shockproof structure |
| CN110952721A (en) * | 2019-12-18 | 2020-04-03 | 北京工业大学 | End-hinged viscoelastic self-resetting swinging column for underground structure |
| CN111648412A (en) * | 2020-06-10 | 2020-09-11 | 惠安洛强装修设计中心 | Energy dissipation and shock absorption structure for building construction |
| CN111648412B (en) * | 2020-06-10 | 2021-12-24 | 惠安洛强装修设计中心 | Energy dissipation and shock absorption structure for building construction |
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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: 20111207 Termination date: 20130520 |