CN201241403Y - Anti-overturn sliding device of high layer shock insulation building - Google Patents
Anti-overturn sliding device of high layer shock insulation building Download PDFInfo
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- CN201241403Y CN201241403Y CNU2008200296937U CN200820029693U CN201241403Y CN 201241403 Y CN201241403 Y CN 201241403Y CN U2008200296937 U CNU2008200296937 U CN U2008200296937U CN 200820029693 U CN200820029693 U CN 200820029693U CN 201241403 Y CN201241403 Y CN 201241403Y
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- slideway
- overturning
- slip resistance
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Abstract
The utility model relates to an anti-dumping slipping device in high-layer shock insulation buildings. The slipping device comprises an upper connecting plate 1, a middle connecting plate 2 and a lower connecting plate 3; an upper layer slipping way 4 is arranged at the lower part of the upper connecting plate 1, a lower layer slipping way 5 is arranged at the upper part of the lower connecting plate 3, an upper slipping rail 6 matched with the upper layer slipping way 4 is arranged at the upper part of the middle connecting plate 2, a lower slipping rail matched with the lower layer slipping way 5 is arranged at the lower part of the middle connecting plate 2. The device is formed by connecting the upper and lower layer slipping rails which are vertical with each other and the middle connecting slipping rails in series; rolling shafts are respectively arranged at the upper part of the upper layer slipping way and the lower part of the lower layer slipping way, and the rolling shafts are connected to the slipping rails by bearings; vertical pressure at the upper part can be passed by the rolling shafts on the upper and lower layers; meanwhile, the bearings are respectively arranged at the lower part of the upper layer slipping way and the upper part of the lower layer slipping way, the upper and lower connecting slipping rails on the middle connecting plate are arranged between the rolling shafts and the bearings, and the anti-dumping slipping device is arranged on a shock insulating layer, thus greatly improving the swinging and anti-dumping capacity in the high-layer shock insulation buildings.
Description
Technical field
The utility model relates to the overturning or slip resistance analysis technical field of high-rise shock-insulation building and the bigger high-rise shock-insulation building of depth-width ratio, relates in particular to a kind of overturning or slip resistance analysis carriage of high-rise shock-insulation building.
Background technology
The earthquake harm consequence of highrise building is serious, and Xiang Guan Structural Engineering anti-seismic problem is the research focus of field of civil engineering always therewith.Traditional anti-shock methods is to adopt intensity, rigidity and the ductility that improves building structure, resists geological process, under geological process, need utilize the distortion of structural element self and damage to store or the dissipation seismic energy.Therefore, the damage of the member of traditional earthquake resistant structure in earthquake is difficult to avoid usually.Do not allow in earthquake, to occur the building of heavy damage for some, or the inner building that valuable equipment is arranged, it is uneconomic adopting traditional antidetonation strategy.
The base isolation opposite with traditional anti-shock methods, that eighties of last century grows up intercepts or the dissipation seismic energy by positive means, suppresses the structural earthquake response, can more effectively protect agent structure.Base isolation intercepts seismic energy to the superstructure transmission by between structural base and basic end face the shock insulation layer being set.A large amount of theory analysis and experimental studies show that all base isolation is for the shock resistance effect highly significant that improves building structure.There are many isolation structures in violent earthquake several times at the end of last century, to stand the earthquake test, showed goodish security performance.
Yet seismic isolation technology all is used for sandwich construction mostly at present.This mainly is that the shock insulation layer of considering isolation structure will produce very big distortion under rarely occurred earthquake, and the structural system of highrise building is stressed its particularity and complexity.Substantially the shock isolating pedestal parameter is not had the requirement of tension in present in addition China laminated rubber damping bearing rules, shock isolating pedestal generally can not be born pulling force, and the overturning or slip resistance analysis of shock-insulation building mainly relies on the depth-width ratio control of structure self, prevents toppling of superstructure.
Summary of the invention
The purpose of this utility model is to provide at defective of the prior art a kind of overturning or slip resistance analysis carriage of high-rise shock-insulation building, what it adopted that orthogonal slideway, slide rail form can resist pulling force, can bear bigger vertical pulling force and have higher vertical rigidity, the highrise building anti-overturning devices that on shock insulation layer horizontal direction, can be free to slide simultaneously, thus effectively overcome a series of problems of the described existence of background technology.
The technical scheme that its technical problem that solves the utility model adopts is: the overturning or slip resistance analysis carriage of described high-rise shock-insulation building, it includes upper junction plate 1, middle connecting plate 2 and lower connecting plate 3, upper junction plate 1 bottom is provided with upper strata slideway 4, lower connecting plate 3 tops are provided with lower floor's slideway 5, middle connecting plate 2 tops are provided with the last slide rail 6 that matches with upper strata slideway 4, and middle connecting plate 2 bottoms are provided with the glidepath 7 that cooperates with lower floor slideway 5.
The utility model is compared with background technology, the useful effect that has is: the overturning or slip resistance analysis carriage of described high-rise shock-insulation building, by it being arranged at four bights of high-rise shock-insulation building shock insulation layer, it is by two-layer orthogonal slideway and the middle slide rail that connects are in series up and down, slideway top, upper strata is provided with roller bearing and in lower floor slideway bottom roller bearing is set, roller bearing is connected on the slideway by bearing, can transmit the vertical pressure on top by the levels roller bearing; Bearing is set in slideway bottom, upper strata simultaneously and bearing is set on lower floor slideway top, the slide rail of connection up and down on the middle connecting plate is arranged between roller bearing and the bearing, like this under geological process, the end face of this overturning or slip resistance analysis carriage and bottom surface can be free to produce relative displacement in shock insulation layer horizontal direction, when high-rise isolation structure topples, bearing on the two-layer up and down mutual vertical slide rail can bear pulling force, the toppling and avoid rubber vibration isolation cushion pulling force to occur of opposing structure.Therefore, by at the shock insulation layer overturning or slip resistance analysis carriage being set, seismic isolation technology can be used for the highrise building shock insulation, the while can be improved the ability of waving of high-rise shock-insulation building and overturning or slip resistance analysis greatly.
Description of drawings
Fig. 1 is a main TV structure schematic diagram of the present utility model;
Fig. 2 is the left TV structure schematic diagram of the utility model Fig. 1.
The specific embodiment
As shown in Figure 1, 2, the overturning or slip resistance analysis carriage of described high-rise shock-insulation building, it includes upper junction plate 1, middle connecting plate 2 and lower connecting plate 3, upper junction plate 1 bottom is provided with upper strata slideway 4, lower connecting plate 3 tops are provided with lower floor's slideway 5, middle connecting plate 2 tops are provided with the last slide rail 6 that matches with upper strata slideway 4, and middle connecting plate 2 bottoms are provided with the glidepath 7 that cooperates with lower floor slideway 5.The top of upper strata slideway 4 is provided with sliding way roller bearing 8, and the bottom of upper strata slideway 4 is provided with sliding way bearing 9.The bottom of lower floor's slideway 5 is provided with glide path roller bearing 10, and the top of lower floor's slideway 5 is provided with glide path bearing 11.Last slide rail 6 is arranged between sliding way roller bearing 8 and the sliding way bearing 9.Glidepath 7 is arranged between glide path roller bearing 10 and the glide path bearing 11.Sliding way roller bearing 8 is located on the upper strata slideway 4 by first connection bearing 12.Glide path roller bearing 10 is located on lower floor's slideway 5 by second connection bearing 13.
The overturning or slip resistance analysis carriage of described high-rise shock-insulation building is when implementing, with anti-overturning devices by bolt and last, following pre-embedded steel slab links to each other, bolt is screwed to, on the pre-buried screw rod of following pre-embedded steel slab, the maintenance that can carry out anti-overturning devices so easily with change, while is at four jiaos of the bottom that vertically is arranged at superstructure, overturning or slip resistance analysis carriage and rubber vibration isolation cushion are in the collaborative work of shock insulation layer, overturning or slip resistance analysis carriage end face and rubber vibration isolation cushion end face are in same horizontal plane, and the end face of overturning or slip resistance analysis carriage can be with the end face of rubber vibration isolation cushion at horizontal in-plane moving like this.Rubber vibration isolation cushion horizontal rigidity and vertical extensional rigidity are less, and the vertical tension and compression rigidity of overturning or slip resistance analysis carriage is all bigger, can make rubber vibration isolation cushion be in pressured state substantially.And the overturning or slip resistance analysis carriage can move with rubber vibration isolation cushion in the horizontal direction, and the overturning or slip resistance analysis carriage can be resisted bigger top overturning moment.
Claims (7)
1, the overturning or slip resistance analysis carriage of high-rise shock-insulation building, it is characterized in that: described overturning or slip resistance analysis carriage includes upper junction plate (1), middle connecting plate (2) and lower connecting plate (3), upper junction plate (1) bottom is provided with upper strata slideway (4), lower connecting plate (3) top is provided with lower floor's slideway (5), middle connecting plate (2) top is provided with the last slide rail (6) that matches with upper strata slideway (4), and middle connecting plate (2) bottom is provided with the glidepath (7) that cooperates with lower floor's slideway (5).
2, the overturning or slip resistance analysis carriage of high-rise shock-insulation building according to claim 1 is characterized in that: the top of described upper strata slideway (4) is provided with sliding way roller bearing (8), and the bottom of upper strata slideway (4) is provided with sliding way bearing (9).
3, the overturning or slip resistance analysis carriage of high-rise shock-insulation building according to claim 1 is characterized in that: the bottom of described lower floor slideway (5) is provided with glide path roller bearing (10), and the top of lower floor's slideway (5) is provided with glide path bearing (11).
4, the overturning or slip resistance analysis carriage of high-rise shock-insulation building according to claim 1 is characterized in that: the described slide rail (6) of going up is arranged between sliding way roller bearing (8) and the sliding way bearing (9).
5, the overturning or slip resistance analysis carriage of high-rise shock-insulation building according to claim 1 is characterized in that: described glidepath (7) is arranged between glide path roller bearing (10) and the glide path bearing (11).
6, the overturning or slip resistance analysis carriage of high-rise shock-insulation building according to claim 4 is characterized in that: described sliding way roller bearing (8) is located on the upper strata slideway (4) by first connection bearing (12).
7, the overturning or slip resistance analysis carriage of high-rise shock-insulation building according to claim 5 is characterized in that: described glide path roller bearing (10) is located on lower floor's slideway (5) by second connection bearing (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200296937U CN201241403Y (en) | 2008-07-11 | 2008-07-11 | Anti-overturn sliding device of high layer shock insulation building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200296937U CN201241403Y (en) | 2008-07-11 | 2008-07-11 | Anti-overturn sliding device of high layer shock insulation building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201241403Y true CN201241403Y (en) | 2009-05-20 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200296937U Expired - Fee Related CN201241403Y (en) | 2008-07-11 | 2008-07-11 | Anti-overturn sliding device of high layer shock insulation building |
Country Status (1)
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| CN (1) | CN201241403Y (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103074948A (en) * | 2013-02-07 | 2013-05-01 | 柳州东方工程橡胶制品有限公司 | Anti-pulling system |
| CN104631643A (en) * | 2014-12-24 | 2015-05-20 | 北京工业大学 | Guide rail and V-shaped cable wire combination anti-drawing and limiting seismic isolation device |
| CN105672513A (en) * | 2016-01-26 | 2016-06-15 | 广州大学 | Anti-overturning anti-twisting device for structure tuned mass damper |
| CN106436920A (en) * | 2016-11-29 | 2017-02-22 | 中国建筑标准设计研究院有限公司 | Tension-resisting sliding shock-insulating support base and design method thereof |
| CN107035201A (en) * | 2017-05-25 | 2017-08-11 | 广州容柏生建筑结构设计事务所 | A kind of new mixing Interlayer seismic isolation system |
| CN107288398A (en) * | 2017-05-25 | 2017-10-24 | 广州容柏生建筑结构设计事务所 | A kind of shock isolating pedestal tensile device |
-
2008
- 2008-07-11 CN CNU2008200296937U patent/CN201241403Y/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103074948A (en) * | 2013-02-07 | 2013-05-01 | 柳州东方工程橡胶制品有限公司 | Anti-pulling system |
| CN104631643A (en) * | 2014-12-24 | 2015-05-20 | 北京工业大学 | Guide rail and V-shaped cable wire combination anti-drawing and limiting seismic isolation device |
| CN105672513A (en) * | 2016-01-26 | 2016-06-15 | 广州大学 | Anti-overturning anti-twisting device for structure tuned mass damper |
| CN106436920A (en) * | 2016-11-29 | 2017-02-22 | 中国建筑标准设计研究院有限公司 | Tension-resisting sliding shock-insulating support base and design method thereof |
| CN107035201A (en) * | 2017-05-25 | 2017-08-11 | 广州容柏生建筑结构设计事务所 | A kind of new mixing Interlayer seismic isolation system |
| CN107288398A (en) * | 2017-05-25 | 2017-10-24 | 广州容柏生建筑结构设计事务所 | A kind of shock isolating pedestal tensile device |
| CN107288398B (en) * | 2017-05-25 | 2023-08-08 | 广州容柏生建筑结构设计事务所(普通合伙) | Shock insulation support tensile 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: 20090520 Termination date: 20100711 |