CN201671388U - Moveable shock insulation building - Google Patents
Moveable shock insulation building Download PDFInfo
- Publication number
- CN201671388U CN201671388U CN2010202195251U CN201020219525U CN201671388U CN 201671388 U CN201671388 U CN 201671388U CN 2010202195251 U CN2010202195251 U CN 2010202195251U CN 201020219525 U CN201020219525 U CN 201020219525U CN 201671388 U CN201671388 U CN 201671388U
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- building
- underpinning structure
- underpinning
- shock insulation
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Abstract
The utility model relates to a moveable shock insulation building, including an upper structure, an underpinning structure and a base, wherein the upper structure is arranged on the upper part of the underpinning structure, several balls or slide rods are arranged between the underpinning structure and the base, the underpinning structure is connected to the base through a vertical position limiter, a spacing wall with a certain distance from the underpinning structure is arranged on at surrounding of the underpinning structure, horizontal reinforcing pull rods are connected between the underpinning structure and the spacing wall. The utility model combines the building translational and shock insulation technology, in the construction process of building, balls or slide rods are placed between the base and the underpinning structure. When the building is required to move, it is only needed to mount jack and the like horizontal traction apparatus rather than constructing the underpinning structure and placing the roller. When earthquake occurs, balls or slide rods are taken as a shock insulation layer to exert a shock insulation function to reduce the earthquake damage of the building to the minimum.
Description
Technical field
The utility model relates to a kind of civil engineering technology, especially a kind of moveable shock-insulating building.
Background technology
Along with the economic sustained and rapid development of China, the construction in city and transformation scale continue to increase, and the translation technology of building has obtained developing rapidly and extensive use.This technology is compared with removing reconstruction, has obvious social and economic benefit.The whole building displacement is the underpinning structure of constructing between building superstructure and basis, and build the walking track of displacement in the underpinning structure bottom, between underpinning structure and walking track, building cut off and places shift units such as roller bearing, apply horizontal force then it is moved to assigned address, horizontal force can be provided by jack.Can find out that from the process of whole building displacement its workload is very big, expense is also than higher.
China is the country of an earthquake disaster pilosity simultaneously, and the safety of people's life and property in the earthquake serious threat.The building seismic isolation technology is in building foundation and superstructure earthquake isolating equipment formation shock insulation layer to be set, building structure and basis are kept apart, utilize earthquake isolating equipment isolate or the dissipation seismic energy to avoid or to reduce seismic energy to the top structural transmission, the vibrations cycle of building prolongs greatly, vibration frequency obviously reduces, reducing the earthquake response of building, thereby building is not damaged under geological process or collapse.Seismic isolation technology is widely used in developed countries such as Japan, the U.S., and has obtained good effect.What traditional seismic isolation technology was used is the lead-rubber shock isolating pedestal, and this bearing cost height makes and applied certain difficulty.
Publication number be CN1125471A patent disclosure a kind of earthquake-resistant architectural system, it discloses a kind of device that is used for supporting building unit, it includes a pair of securing supports that spacing is laterally arranged, and this support member is placed under the building unit or the contiguous ground.The resilient parts that also comprise a lengthening, these parts are supported on the bearing surface leaving an inside segment distance place, this elongate articles end.The elongate articles therewith that this building unit can be arranged is connected.The principle of its antidetonation is the crooked and slip of elongate articles that load variations causes, plays shock resistance and endergonic effect.Its shortcoming is structure member complexity, cost height, is difficult for implementing.
The utility model content
The purpose of this utility model is for overcoming above-mentioned the deficiencies in the prior art, and a kind of simple in structure, cost is low, convenience is mobile, anti seismic efficiency is good moveable shock-insulating building is provided.
For achieving the above object, the utility model adopts following technical proposals:
A kind of moveable shock-insulating building, comprise superstructure, underpinning structure and basis, superstructure is arranged at underpinning structure top, be provided with plurality of balls or slide block between underpinning structure and the basis, underpinning structure is connected by the vertical spacing device with the basis, be provided with the spacing walls that keeps at a certain distance away around the underpinning structure, be connected by horizontal reinforcing pull rod between underpinning structure and the spacing walls.
Described vertical spacing device is vertical reinforcing pull rod.
In the utility model, superstructure refers generally to the civil engineering on the earth's crust, comprises buildings such as bridge, house.
Underpinning structure is meant a kind of structure that is provided with between superstructure and former basis, the building superstructure is delivered to the load transfer on former basis to underpinning structure, for building translation creates conditions.
Basis [foundation] refers to the supporting member that construction bottom contacts with ground, and its effect is that the load on building top is passed to ground, so ground must be firm, stable and reliable.
The utility model combines building translation and seismic isolation technology, in the building course of building, builds up basis, underpinning structure and superstructure are disposable, promptly puts into ball or slide block between basis and underpinning structure.Need when mobile at building, the underpinning structure and place roller bearing of needn't constructing in addition more only needs to install horizontally tracting device such as jack and gets final product.When building met with earthquake, ball or slide block can be brought into play shock insulation as the shock insulation layer and absorb the effect of seismic energy, and the earthquake of building is reduced to minimum.
The utility model promptly is provided with ball or slide block in the construction phase, has had two kinds of functions of translation and shock insulation concurrently.Ball or slide block shock isolation system are compared with traditional lead-rubber shock isolation system has that cost is low, the advantage of easy reparation.
Underpinning structure of the present utility model is provided with horizontal stopping means, and horizontal stopping means comprises spacing walls and horizontal reinforcing pull rod, and underpinning structure links to each other with spacing walls by horizontal reinforcing pull rod.Reserve enough spaces between underpinning structure and the spacing walls.Under horizontal loads such as normal operational phase wind load and be lower than under the seismic loading of seismic fortification intensity, horizontal stopping means can guarantee that building maintains static.And when occurring being higher than the geological process of seismic fortification intensity, horizontal reinforcing pull rod disconnects, and allows to occur relatively moving between building (superstructure) and basis.Spacing walls can guarantee that building can not fall down from the basis.After the earthquake, can establish draw-gear building is retracted original position, repair horizontal reinforcing pull rod.
Underpinning structure is provided with the vertical spacing device, and building can not topple when vertical geological process occurring, guarantees the safety of building.
Horizontal reinforcing pull rod of the present utility model and vertical reinforcing pull rod are not the energy-dissipating devices of earthquake, are that fixed buildings is used.
Description of drawings
Fig. 1 is the position view of basis, ball or slide block, underpinning structure and superstructure in the utility model;
Fig. 2 is horizontal stopping means and vertical spacing device schematic diagram;
Among the figure: 1. superstructure; 2. underpinning structure; 3. ball or slide block; 4. basis, 5. spacing walls, 6. horizontal reinforcing pull rod, 7. vertical spacing device.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is further specified.
Among Fig. 1,2, a kind of moveable shock-insulating building, comprise superstructure 1, underpinning structure 2 and basis 4, superstructure 1 is arranged at underpinning structure 2 tops, be provided with plurality of balls or slide block 3 between underpinning structure 2 and the basis 4, underpinning structure 2 is connected by vertical spacing device 7 with basis 4, and underpinning structure 2 is provided with the spacing walls 5 that keeps at a certain distance away on every side, is connected by horizontal reinforcing pull rod 6 between underpinning structure 2 and the spacing walls 5.Described vertical spacing device 7 is vertical reinforcing pull rod.
The utility model practical application is as follows:
1). after building foundation 4 constructions finish, above basis 4, arrange ball or slide block 3.Above ball or slide block 3, lay the bed die of steel sheet, the reinforcing bar of colligation underpinning structure 2 then, the concrete of cast underpinning structure 2 as concrete underpinning structure 2.Put into ball or slide block 3, rather than put into translation engineering roller bearing commonly used, can guarantee that building moves to any direction; Simultaneously, because the direction of geological process also has uncertainty, put into ball or slide block 3 and can guarantee that the isolating affection of building on all directions is identical.
2). ball or slide block 3 main functions are shock insulation layers of building, but need building when displacement double as translation system in urban renewal.
3). underpinning structure 2 need be provided with horizontal stopping means, and horizontal stopping means comprises spacing walls 5 and horizontal reinforcing pull rod 6, and underpinning structure 2 links to each other with spacing walls 5 by horizontal reinforcing pull rod 6.Reserve enough spaces between underpinning structure 2 and the spacing walls 5.Under horizontal loads such as normal operational phase wind load and be lower than under the seismic loading of seismic fortification intensity, horizontal stopping means can guarantee that building maintains static.And when occurring being higher than the geological process of seismic fortification intensity, horizontal reinforcing pull rod 6 disconnects, and allows building (superstructure 1) to occur relatively moving with basic 4.Spacing walls 5 can guarantee that building can not fall down from basis 4.After the earthquake, can establish draw-gear building is retracted original position, repair horizontal reinforcing pull rod 6.
4). underpinning structure 2 need be provided with vertical spacing device 7, and building can not topple when vertical geological process occurring, guarantees the safety of building.
Claims (2)
1. moveable shock-insulating building, comprise superstructure, underpinning structure and basis, it is characterized in that: superstructure is arranged at underpinning structure top, be provided with plurality of balls or slide block between underpinning structure and the basis, underpinning structure is connected by the vertical spacing device with the basis, be provided with the spacing walls that keeps at a certain distance away around the underpinning structure, be connected by horizontal reinforcing pull rod between underpinning structure and the spacing walls.
2. moveable shock-insulating building according to claim 1 is characterized in that: described vertical spacing device is vertical reinforcing pull rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202195251U CN201671388U (en) | 2010-06-09 | 2010-06-09 | Moveable shock insulation building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202195251U CN201671388U (en) | 2010-06-09 | 2010-06-09 | Moveable shock insulation building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201671388U true CN201671388U (en) | 2010-12-15 |
Family
ID=43328800
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202195251U Expired - Fee Related CN201671388U (en) | 2010-06-09 | 2010-06-09 | Moveable shock insulation building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201671388U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217746A (en) * | 2017-06-20 | 2017-09-29 | 马盼盼 | Removable ring health care building structure and preparation method thereof |
| CN110369511A (en) * | 2019-07-29 | 2019-10-25 | 常州威诺斯花辊有限公司 | A kind of fast mill bracket fixing device |
-
2010
- 2010-06-09 CN CN2010202195251U patent/CN201671388U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217746A (en) * | 2017-06-20 | 2017-09-29 | 马盼盼 | Removable ring health care building structure and preparation method thereof |
| CN110369511A (en) * | 2019-07-29 | 2019-10-25 | 常州威诺斯花辊有限公司 | A kind of fast mill bracket fixing device |
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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: 20101215 Termination date: 20110609 |