CN201241310Y - Shock-proof shock-absorbing support - Google Patents
Shock-proof shock-absorbing support Download PDFInfo
- Publication number
- CN201241310Y CN201241310Y CNU2008200641640U CN200820064164U CN201241310Y CN 201241310 Y CN201241310 Y CN 201241310Y CN U2008200641640 U CNU2008200641640 U CN U2008200641640U CN 200820064164 U CN200820064164 U CN 200820064164U CN 201241310 Y CN201241310 Y CN 201241310Y
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- vibration
- sleeve
- seismic
- bolt
- plate
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- 230000007704 transition Effects 0.000 claims description 14
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 229910001220 stainless steel Inorganic materials 0.000 claims description 2
- 239000010935 stainless steel Substances 0.000 claims description 2
- 238000013016 damping Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 4
- 230000000703 anti-shock Effects 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
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Abstract
Description
技术领域: Technical field:
本实用新型与桥梁体与桥墩的连接支座有关。The utility model relates to the connecting support between a bridge body and a bridge pier.
背景技术: Background technique:
目前的盆式橡胶支座,球型支座以及其它特殊结构支座,一般都采用锚固螺栓与套筒将支座与梁体和墩(台)连接,锚固螺栓承受正常使用和地震水平力。当罕遇大地震发生时,作用于支座的水平力超过设计水平力极限,螺栓被剪断,若支座螺栓不剪断,将造成梁体或墩(台)损坏,若剪断的锚固螺栓无法从套筒中取出,便无法对支座进行修复或更换。The current basin-type rubber bearings, spherical bearings and other special structural bearings generally use anchor bolts and sleeves to connect the bearings to the beam body and pier (platform), and the anchor bolts bear normal use and earthquake horizontal force. When a rare earthquake occurs, the horizontal force acting on the support exceeds the design horizontal force limit, and the bolts are sheared. If the support bolts are not sheared, the beam or pier (platform) will be damaged. The mount cannot be repaired or replaced if it is removed from the sleeve.
实用新型内容:Utility model content:
本实用新型的目的是提供一种结构简单,能保护桥梁体或桥墩在大地震中不被破坏,便于修复和更换的抗震减震支座。The purpose of the utility model is to provide an anti-seismic and shock-absorbing support with simple structure, which can protect the bridge body or pier from being damaged in a large earthquake, and is easy to repair and replace.
本实用新型是这样实现的:The utility model is achieved in that:
本实用新型抗震减震支座,上支座板1与桥梁体连接,下支座板5与桥墩连接,上、下支座板固定连接或活动连接,下支座板5通过抗震螺栓7与套筒6螺纹连接,套筒6与桥墩固定连接,抗震螺栓7的外螺纹面上有横向或/和纵向槽。In the utility model's anti-seismic and shock-absorbing support, the
抗震螺栓7在下支座板5与套筒6连接处有横向槽8,横向槽8为抗震螺栓7外径周边环形槽。The
抗震螺栓7位于套筒6内的外表面有偶数个两两对称的纵向槽11。The outer surface of the
抗震螺栓7的外螺纹与过渡套筒9的内螺纹连接,过渡套筒9的外螺纹与套筒6的内螺纹连接,过渡套筒9的上端面有孔10。The external thread of the
上、下支座板与中间钢板4固连。The upper and lower support plates are fixedly connected with the
下支座板5与中间钢板4固连,中间钢板4位于上支座板1的槽内与其动配合,中间钢板4位于槽内的表面与滑板3连接,槽的水平面与不锈钢板2连接。The
本实用新型抗震减震支座的工作原理是:由于连接支座的下支座板的抗震螺栓周边开有槽口,其强度比用于上支座板的螺栓低。当支座实际水平力大于设计水平力时,连接下支座板的抗震螺栓首先被剪断,支座与梁体在水平方向产生位移,达到减震消能功能。需要将原有支座重新复位或更换支座时,用千斤顶将梁体和支座一起顶离墩(台)一定高度,留出抗震螺栓部位的操作空间,采用专用工具,利用抗震螺栓剪裂面的竖向槽口将断裂在套筒内的螺纹部份旋出,支座复位或重新安装新支座,换上新的抗震螺栓。对于有过渡套筒的结构,在支座顶离墩(台)一定高度后,采用专用工具,利用过渡套筒顶面的小孔将过渡筒和断裂在过渡套筒内的螺纹部份一起旋出,重新换上新的过渡套筒,安装好支座,连接好抗震螺栓。The working principle of the anti-seismic and shock-absorbing support of the utility model is: because the anti-seismic bolt periphery of the lower support plate connecting the support has notches, its strength is lower than the bolts used for the upper support plate. When the actual horizontal force of the support is greater than the design horizontal force, the anti-seismic bolts connecting the lower support plate are cut off first, and the support and the beam body are displaced in the horizontal direction to achieve the function of shock absorption and energy dissipation. When it is necessary to reset the original support or replace the support, use a jack to lift the beam body and the support together from the pier (platform) to a certain height, leaving room for the operation of the anti-seismic bolts, and use special tools to shear the cracks with the anti-seismic bolts The vertical notch on the surface will unscrew the broken thread part in the sleeve, reset the support or reinstall a new support, and replace it with a new anti-seismic bolt. For the structure with a transition sleeve, after the top of the support is a certain height away from the pier (platform), use a special tool to use the small hole on the top surface of the transition sleeve to screw the transition sleeve and the threaded part broken in the transition sleeve together. Out, replace with a new transition sleeve, install the support, and connect the anti-seismic bolts.
本实用新型抗震减震支座的优点在于:当支座实际水平力大于设计水平力时,可以定向让抗震螺栓在下支座板与墩(台)之间断裂,并且可以方便地将断裂后的螺纹部份取出,大大减少了支座的更换时间,降低了支座的更换费用。The utility model has the advantages of the anti-seismic and shock-absorbing support in that: when the actual horizontal force of the support is greater than the designed horizontal force, the anti-seismic bolt can be oriented to break between the lower support plate and the pier (platform), and the broken part can be easily The thread part is taken out, which greatly reduces the replacement time of the support and reduces the replacement cost of the support.
附图说明: Description of drawings:
图1本实用新型结构图之一。Fig. 1 is one of the structural diagrams of the utility model.
图2为本实用新型结构图之二。Fig. 2 is the second structure diagram of the utility model.
图3为本实用新型抗震螺栓结构图之一。Fig. 3 is one of the structural diagrams of the anti-seismic bolt of the present invention.
图4为图3的A—A剖视图。Fig. 4 is a cross-sectional view along line A-A of Fig. 3 .
图5为本实用新型抗震螺栓结构图之二。Fig. 5 is the second structural diagram of the anti-seismic bolt of the present invention.
图6为图5的A—A剖视图。Fig. 6 is a cross-sectional view along line A-A of Fig. 5 .
具体实施方式: Detailed ways:
实施例1:Example 1:
本实用新型抗震减震支座包括上支座板1、不锈钢板2、滑板3、中间钢板4、下支座板5,位于下支座板下面的套筒6,设置在下支座板5和套筒6之间的抗震螺栓7。抗震螺栓7在下支座板与套筒的连接缝有环形横向槽8,在横向槽8下开有四个对称的纵向槽11。The utility model anti-shock damping support comprises an
实施例2:Example 2:
本实用新型抗震减震支座包括上支座板1、中间钢板4、下支座板5,位于下支座板下面的套筒6,设置在下支座板5和套筒6之间的抗震螺栓7。抗震螺栓7的结构与实施例1相同。抗震螺栓的外螺纹与过渡套筒9的内螺纹连接,过渡套筒9的外螺纹与套筒6的内螺纹连接。过渡套筒9的顶面有多个小孔10。The utility model's anti-shock shock absorbing support includes an
Claims (6)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CNU2008200641640U CN201241310Y (en) | 2008-07-09 | 2008-07-09 | Shock-proof shock-absorbing support |
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CNU2008200641640U CN201241310Y (en) | 2008-07-09 | 2008-07-09 | Shock-proof shock-absorbing support |
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CN201241310Y true CN201241310Y (en) | 2009-05-20 |
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CNU2008200641640U Expired - Lifetime CN201241310Y (en) | 2008-07-09 | 2008-07-09 | Shock-proof shock-absorbing support |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101793004A (en) * | 2010-02-26 | 2010-08-04 | 成都市新筑路桥机械股份有限公司 | Seismic isolation and reduction structure of bridge |
CN103806372A (en) * | 2014-02-24 | 2014-05-21 | 上海市城市建设设计研究总院 | Segment high pier bridge seismic reduction and isolation structure using inhaul cable supports arranged on double layers |
CN104047227A (en) * | 2014-05-29 | 2014-09-17 | 河海大学 | Spliced bridge damping support |
-
2008
- 2008-07-09 CN CNU2008200641640U patent/CN201241310Y/en not_active Expired - Lifetime
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101793004A (en) * | 2010-02-26 | 2010-08-04 | 成都市新筑路桥机械股份有限公司 | Seismic isolation and reduction structure of bridge |
CN101793004B (en) * | 2010-02-26 | 2011-10-26 | 成都市新筑路桥机械股份有限公司 | Seismic isolation and reduction structure of bridge |
CN103806372A (en) * | 2014-02-24 | 2014-05-21 | 上海市城市建设设计研究总院 | Segment high pier bridge seismic reduction and isolation structure using inhaul cable supports arranged on double layers |
CN104047227A (en) * | 2014-05-29 | 2014-09-17 | 河海大学 | Spliced bridge damping support |
CN104047227B (en) * | 2014-05-29 | 2015-12-30 | 河海大学 | A kind of assembling bridge shock mount |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term |
Granted publication date: 20090520 |
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CX01 | Expiry of patent term |