CN202989766U - Lead core high-damping rubber seismic mitigation and absorption support seat - Google Patents

Lead core high-damping rubber seismic mitigation and absorption support seat Download PDF

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CN202989766U
CN202989766U CN 201220549877 CN201220549877U CN202989766U CN 202989766 U CN202989766 U CN 202989766U CN 201220549877 CN201220549877 CN 201220549877 CN 201220549877 U CN201220549877 U CN 201220549877U CN 202989766 U CN202989766 U CN 202989766U
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lead
damping rubber
retractable pencil
plate
sealing plate
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赵国辉
李宇
白桦
刘健新
李加武
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Changan University
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Abstract

本实用新型涉及一种铅芯高阻尼橡胶减隔震支座,通过在铅芯的外壁上包裹约束弹簧或者碳纤维织物,且在铅芯的外围有高阻尼橡胶层与加劲钢板层叠设置,阻尼比可以达到30%以上,仅需要通过较小的水平剪切变形就可以发挥其阻尼耗能作用,地震时支座本身的变形量小,对桥梁端伸缩缝的伸缩量需求也小,可以降低伸缩缝的造价,降低桥梁的位移,而且弹簧和高阻尼橡胶层共同辅助铅芯的变形恢复,加速了支座变形回复的时间,震后的残余变形小,不需要采用千斤顶顶推等方式辅助支座以及其支撑的桥梁复位。

Figure 201220549877

The utility model relates to a lead-core high-damping rubber shock-absorbing and isolation support. By wrapping a restraint spring or carbon fiber fabric on the outer wall of the lead core, a high-damping rubber layer and a stiffened steel plate are stacked on the periphery of the lead core. The damping ratio It can reach more than 30%, and only needs a small horizontal shear deformation to exert its damping and energy consumption effect. The deformation of the bearing itself is small during an earthquake, and the demand for expansion joints at the bridge end is also small, which can reduce expansion and contraction. The cost of joints reduces the displacement of the bridge, and the spring and high damping rubber layer jointly assist the deformation recovery of the lead core, which speeds up the recovery time of the deformation of the support, and the residual deformation after the earthquake is small, so there is no need to use jacks to push and other methods to assist the support. The seat and the bridge it supports are reset.

Figure 201220549877

Description

铅芯高阻尼橡胶减隔震支座Lead core high damping rubber shock absorber

技术领域 technical field

本实用新型属于桥梁减隔震技术领域,特别是涉及一种铅芯高阻尼橡胶减隔震支座。  The utility model belongs to the technical field of vibration reduction and isolation of bridges, in particular to a lead core high damping rubber vibration reduction support. the

背景技术 Background technique

目前国内的桥梁减隔震支座主要有铅芯橡胶支座和高阻尼橡胶支座。这两类减隔震支座主要是通过提高阻尼比来增加耗能性能并降低桥梁结构本身的地震力。  At present, domestic bridge shock-absorbing and isolation bearings mainly include lead rubber bearings and high damping rubber bearings. These two types of shock-absorbing and isolating bearings mainly increase the energy dissipation performance and reduce the seismic force of the bridge structure itself by increasing the damping ratio. the

铅芯橡胶支座通过在普通板式橡胶支座中加入高纯度的铅芯来提高支座的阻尼比,高阻尼橡胶支座则是利用阻尼比较高的高阻尼橡胶材料代替普通橡胶来提高支座的阻尼比。  The lead core rubber bearing increases the damping ratio of the bearing by adding high-purity lead cores to the ordinary plate rubber bearing, and the high damping rubber bearing uses the high damping rubber material with a high damping ratio instead of ordinary rubber to improve the damping ratio of the bearing. damping ratio. the

铅芯橡胶支座和高阻尼橡胶支座的阻尼比仅为15%左右,需要通过较大的水平剪切变形来发挥其阻尼耗能作用,地震时支座本身的变形量大,桥梁结构在安装上述两种支座时,需要加大梁端伸缩缝的伸缩量来适应其较大的水平剪切变形。  The damping ratio of lead rubber bearings and high-damping rubber bearings is only about 15%, and large horizontal shear deformation is required to exert their damping and energy dissipation effects. During earthquakes, the deformation of the bearing itself is large, and the bridge structure is When installing the above two types of supports, it is necessary to increase the amount of expansion of the expansion joints at the beam end to accommodate its large horizontal shear deformation. the

地震时,铅芯橡胶支座屈服后利用金属铅在常温可以再结晶的特性恢复变形,但由于铅芯周围包裹的橡胶材料弹性模量小,约束作用低,铅芯橡胶支座的恢复变形时间较慢,导致震后的残余变形偏大,需要采用千斤顶顶推等方式辅助支座以及其支撑的桥梁复位。  During an earthquake, after the lead rubber bearing yields, the metal lead can be recrystallized at room temperature to restore deformation. However, due to the small elastic modulus of the rubber material wrapped around the lead core, the restraint effect is low, and the recovery deformation time of the lead rubber bearing Slower, resulting in large residual deformation after the earthquake, it is necessary to use jacks to push and other methods to assist the support and the bridge supported by it to reset. the

实用新型内容 Utility model content

为了克服现有技术中的铅芯橡胶支座所存在的不足,本实用新型提供了一种能够显著提高支座阻尼比并降低地震时支座及其支撑桥梁的变形量,并在震后可以快速自行复位的铅芯高阻尼橡胶减隔震支座。  In order to overcome the shortcomings of the lead rubber bearing in the prior art, the utility model provides a bearing that can significantly increase the damping ratio of the bearing and reduce the deformation of the bearing and its supporting bridge during an earthquake, and can be used after the earthquake. Fast self-resetting lead core high damping rubber shock-absorbing support. the

解决技术问题的技术方案是:在上连接板的内侧,贴着上连接板设置有上封板,在下封板的下方设置有与上连接板对称的下连接板,在下连接板的内侧设置下封板,在上封板与下封板的中心加工有铅芯孔,在上封板与下封板之间设置有铅芯高阻尼橡胶组件;  The technical solution to solve the technical problem is: on the inner side of the upper connecting plate, an upper sealing plate is attached to the upper connecting plate, a lower connecting plate symmetrical to the upper connecting plate is arranged under the lower sealing plate, and a lower connecting plate is arranged on the inner side of the lower connecting plate. Sealing plate, a lead core hole is processed in the center of the upper sealing plate and the lower sealing plate, and a lead core high damping rubber component is set between the upper sealing plate and the lower sealing plate;

上述铅芯高阻尼橡胶组件是铅芯的两端分别延伸至上封板与下封板的铅芯孔内,在铅芯的外壁包裹有约束层,在约束层外围设置有与铅芯中心轴垂直的加劲钢板,在加劲钢板的周围硫化有高阻尼橡胶层。  The above-mentioned lead core high damping rubber component is that the two ends of the lead core respectively extend into the lead core holes of the upper sealing plate and the lower sealing plate. The stiffened steel plate is vulcanized with a high damping rubber layer around the stiffened steel plate. the

上述约束层是约束弹簧或者碳纤维织物。  The above-mentioned constraint layer is a constraint spring or carbon fiber fabric. the

上述加劲钢板是至少2层。  The above-mentioned stiffening steel plate has at least two layers. the

上述上下两端的高阻尼橡胶层边沿延伸至上封板与下封板的外围,分别与上封板和下封板对齐。  The edges of the high damping rubber layer at the upper and lower ends extend to the periphery of the upper sealing plate and the lower sealing plate, and are respectively aligned with the upper sealing plate and the lower sealing plate. the

上述上封板和下封板通过螺纹紧固件分别与上连接板和下连接板联接。  The upper sealing plate and the lower sealing plate are respectively connected with the upper connecting plate and the lower connecting plate through threaded fasteners. the

上述高阻尼橡胶层的阻尼比≥10%,且≤18%。  The damping ratio of the above-mentioned high damping rubber layer is ≥10% and ≤18%. the

本实用新型的铅芯高阻尼橡胶减隔震支座,通过在铅芯的外壁上包裹约束弹簧或者碳纤维织物,且在铅芯的外围有高阻尼橡胶层与加劲钢板层叠设置,阻尼比可以达到30%以上,且仅需要通过较小的水平剪切变形就可以发挥其阻尼耗能作用,地震时支座本身的变形量小,对桥梁端伸缩缝的伸缩量需求也小,可以降低伸缩缝的造价,降低桥梁的位移,而且弹簧和高阻尼橡胶层共同辅助铅芯的变形恢复,加速了支座变形回复的时间,震后的残余变形小,不需要采用千斤顶顶推等方式辅助支座以及其支撑的桥梁复位。  The lead core high-damping rubber shock-absorbing and isolation support of the utility model is wrapped with a restraint spring or carbon fiber fabric on the outer wall of the lead core, and a high-damping rubber layer and a stiffening steel plate are stacked on the periphery of the lead core, so that the damping ratio can reach More than 30%, and it only needs a small horizontal shear deformation to exert its damping energy consumption effect. The deformation of the bearing itself is small during the earthquake, and the demand for expansion joints at the bridge end is also small, which can reduce the expansion joints. The construction cost is low, the displacement of the bridge is reduced, and the spring and the high damping rubber layer jointly assist the deformation recovery of the lead core, which speeds up the recovery time of the support deformation, and the residual deformation after the earthquake is small, so there is no need to use jacks to push the support and other methods to assist the support and the bridge it supports resets. the

附图说明 Description of drawings

图1为实施例1的结构示意图。  Fig. 1 is the structural representation of embodiment 1. the

具体实施方式 Detailed ways

现结合附图和实施例对本实用新型的技术方案进行进一步说明,但是本实用新型不仅限于下述的实施方式。  The technical solution of the utility model will be further described in conjunction with the accompanying drawings and embodiments, but the utility model is not limited to the following implementation manners. the

实施例1  Example 1

参见图1,本实施例的铅芯高阻尼橡胶减隔震支座由上连接板1、上封板2、约束弹簧3、铅芯4、内螺纹紧固件5、锚固螺栓6、高阻尼橡胶层7、加劲钢板8、下封板9以及下连接板10联接构成。  Referring to Fig. 1, the lead-core high-damping rubber shock-absorbing support of the present embodiment is composed of an upper connecting plate 1, an upper sealing plate 2, a restraint spring 3, a lead core 4, an internal thread fastener 5, an anchor bolt 6, a high-damping The rubber layer 7, the stiffened steel plate 8, the lower sealing plate 9 and the lower connecting plate 10 are connected to form. the

上连接板1是方形,在上连接板1的四个角上加工有四个安装孔,在上连接板1的下方对称设置有下连接板10,沿着上连接板1与下连接板10的内侧分别设置有上封板2和下封板9,上连接板1与上封板2之间通过内螺纹紧固件紧固,下连接板10与下封板9之间通过内螺纹紧固件紧固,在上封板2 与下封板9的中心分别加工有铅芯孔,在上封板2与下封板9之间设置有由铅芯4、约束层、加劲钢板8和高阻尼橡胶层7组成的铅芯高阻尼橡胶组件,铅芯4的两端分别延伸至上封板2和下封板9的铅芯孔内,分别与上连接板1、下连接板10之间通过内螺纹联接,铅芯4的外壁上包裹有由10根约束弹簧3组成的约束层,在约束层的外围设置有9层加劲钢板8,加劲钢板8的厚度为4mm,其中部也加工铅芯孔,铅芯4穿过铅芯孔与加劲钢板8垂直,一个加劲钢板8与相邻一个加劲钢板8之间通过阻尼比为15%的高阻尼橡胶层7间隔开来,高阻尼橡胶层7的两侧延伸将加劲钢板8包裹形成外层为橡胶层7的橡胶柱,橡胶柱上下两端的高阻尼橡胶层7向外延伸分别将上封板2和下封板9包围,与上封板2的封面、下封板9的封面对齐。  The upper connecting plate 1 is square, and four installation holes are processed on the four corners of the upper connecting plate 1, and the lower connecting plate 10 is arranged symmetrically below the upper connecting plate 1, along which the upper connecting plate 1 and the lower connecting plate 10 An upper sealing plate 2 and a lower sealing plate 9 are arranged on the inner side of the inner side respectively, the upper connecting plate 1 and the upper sealing plate 2 are fastened by internal thread fasteners, and the lower connecting plate 10 and the lower sealing plate 9 are tightened by internal threads. The firmware is fastened, and lead core holes are respectively processed at the center of the upper sealing plate 2 and the lower sealing plate 9, and a lead core 4, a constraining layer, a stiffening steel plate 8 and The lead core high damping rubber assembly composed of high damping rubber layer 7, the two ends of the lead core 4 respectively extend into the lead core holes of the upper sealing plate 2 and the lower sealing plate 9, respectively, between the upper connecting plate 1 and the lower connecting plate 10 Through the internal thread connection, the outer wall of the lead core 4 is wrapped with a constraining layer composed of 10 constraining springs 3, and 9 layers of stiffened steel plates 8 are arranged on the periphery of the constrained layer. The thickness of the stiffened steel plate 8 is 4mm, and the middle part is also processed with lead The core hole, the lead core 4 passes through the lead core hole and is perpendicular to the stiffened steel plate 8, and a stiffened steel plate 8 is separated from an adjacent stiffened steel plate 8 by a high damping rubber layer 7 with a damping ratio of 15%. The high damping rubber layer The two sides of 7 are extended to wrap the stiffened steel plate 8 to form a rubber column whose outer layer is a rubber layer 7. The high damping rubber layer 7 at the upper and lower ends of the rubber column extends outward to surround the upper sealing plate 2 and the lower sealing plate 9 respectively, and the upper sealing plate 2 and the lower sealing plate 9 are respectively surrounded. The cover of plate 2 and the cover of lower sealing plate 9 are aligned. the

使用时将上连接板1和下连接板10通过锚固螺栓6分别与支撑梁体联接,铅芯4被约束弹簧3包裹,弹簧和高阻尼橡胶层7共同辅助铅芯4的变形恢复,加速了支座变形回复的时间,震后的残余变形较小。  When in use, the upper connecting plate 1 and the lower connecting plate 10 are respectively connected to the supporting beam body through the anchor bolts 6, the lead core 4 is wrapped by the restraining spring 3, and the spring and the high damping rubber layer 7 jointly assist the deformation recovery of the lead core 4, which accelerates the deformation of the lead core 4. The recovery time of bearing deformation is relatively small after the earthquake. the

实施例2  Example 2

本实施例的铅芯高阻尼橡胶减隔震支座,选用碳纤维织物层取代约束弹簧3作为约束层包裹在铅芯4的外壁上,穿过上封板2、加劲钢板8以及下封板9的铅芯孔,其它的部件及其联接关系与实施例1相同。  In the lead core high damping rubber shock-absorbing and isolation bearing of this embodiment, a carbon fiber fabric layer is used instead of the restraint spring 3 as the restraint layer to be wrapped on the outer wall of the lead core 4, passing through the upper sealing plate 2, the stiffening steel plate 8 and the lower sealing plate 9 Lead core hole, other parts and connection relation thereof are identical with embodiment 1. the

实施例3  Example 3

在上述实施例1~2的铅芯高阻尼橡胶减隔震支座中,加劲钢板8是2层,板的厚度为3mm,一个加劲钢板8与另一个加劲钢板8之间通过阻尼比为10%的高阻尼橡胶层7间隔开来,加劲钢板8的外围通过高阻尼橡胶层7联接,其它的部件及其联接关系与相应的实施例相同。  In the lead-core high-damping rubber shock-absorbing and isolating bearings of the above-mentioned embodiments 1-2, the stiffening steel plate 8 has two layers, the thickness of the plate is 3 mm, and the damping ratio between one stiffening steel plate 8 and the other stiffening steel plate 8 is 10. % of the high damping rubber layer 7 is spaced apart, the periphery of the stiffened steel plate 8 is connected through the high damping rubber layer 7, and other components and their connection relationship are the same as the corresponding embodiments. the

实施例4  Example 4

在上述实施例1~2的铅芯高阻尼橡胶减隔震支座中,加劲钢板8是18层,板的厚度为5mm,一个加劲钢板8与另一个加劲钢板8之间通过阻尼比为18%的高阻尼橡胶层7间隔开来,加劲钢板8的外围通过高阻尼橡胶层7联接,其它的部件及其联接关系与相应的实施例相同。  In the lead-core high-damping rubber shock-absorbing and isolating bearings of the above-mentioned embodiments 1-2, the stiffened steel plate 8 has 18 layers, the thickness of the plate is 5mm, and the damping ratio between one stiffened steel plate 8 and the other stiffened steel plate 8 is 18. % of the high damping rubber layer 7 is spaced apart, the periphery of the stiffened steel plate 8 is connected through the high damping rubber layer 7, and other components and their connection relationship are the same as the corresponding embodiments. the

Claims (6)

1. lead for retractable pencil high-damping rubber vibration absorption and isolation support, it is characterized in that: the inboard in upper junction plate (1), paste upper junction plate (1) and be provided with upper sealing plate (2), be provided with the lower connecting plate (10) symmetrical with upper junction plate (1) in the below of lower shrouding (9), in the inboard of lower connecting plate (10), lower shrouding (9) is set, be processed with the lead for retractable pencil hole at the center of upper sealing plate (2) and lower shrouding (9), be provided with lead for retractable pencil high-damping rubber assembly between upper sealing plate (2) and lower shrouding (9);
The two ends that above-mentioned lead for retractable pencil high-damping rubber assembly is lead for retractable pencil (4) extend to respectively in the lead for retractable pencil hole of upper sealing plate (2) and lower shrouding (9), outer wall at lead for retractable pencil (4) is enclosed with restraint layer, be provided with the put more energy into steel plate (8) vertical with lead for retractable pencil (4) central axis in the restraint layer periphery, sulfuration has high-damping rubber layer (7) around the steel plate of putting more energy into (8).
2. lead for retractable pencil high-damping rubber vibration absorption and isolation support according to claim 1, it is characterized in that: described restraint layer is restricted spring (3) or carbon fibre fabric.
3. lead for retractable pencil high-damping rubber vibration absorption and isolation support according to claim 1, it is characterized in that: the described steel plate of putting more energy into (8) is at least 2 layers.
4. lead for retractable pencil high-damping rubber vibration absorption and isolation support according to claim 1, it is characterized in that: high-damping rubber layer (7) edge at two ends, described up and down extends to the periphery of upper sealing plate (2) and lower shrouding (9), aligns with upper sealing plate (2) and lower shrouding (9) respectively.
5. lead for retractable pencil high-damping rubber vibration absorption and isolation support according to claim 1, it is characterized in that: described upper sealing plate (2) and lower shrouding (9) connect with upper junction plate (1) and lower connecting plate (10) respectively by threaded fastener.
6. lead for retractable pencil high-damping rubber vibration absorption and isolation support according to claim 1 is characterized in that: the damping ratio of described high-damping rubber layer (7) 〉=10%, and≤18%.
CN 201220549877 2012-10-24 2012-10-24 Lead core high-damping rubber seismic mitigation and absorption support seat Expired - Fee Related CN202989766U (en)

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Cited By (14)

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CN103469897A (en) * 2013-09-30 2013-12-25 衡水震泰隔震器材有限公司 Frictional damping shock-insulating rubber supporting base
CN103758211A (en) * 2013-12-20 2014-04-30 广西科技大学 Lead core rubber bearing
CN104088224A (en) * 2014-01-29 2014-10-08 柳州东方工程橡胶制品有限公司 Damping combined type building seismic isolation rubber support and manufacturing method thereof
CN104405058A (en) * 2014-12-10 2015-03-11 中国建材国际工程集团有限公司 Disc spring lead rubber three-dimensional damping support
CN104563307A (en) * 2015-01-04 2015-04-29 河南省建筑设计研究院有限公司 Temperature joint structure capable of transmitting earthquake force
CN106639478A (en) * 2017-02-23 2017-05-10 商丘师范学院 Earthquake-resistant structure of civil engineering and method thereof
CN107208732A (en) * 2015-02-02 2017-09-26 奥依列斯工业株式会社 Shock insulation support meanss
CN107542178A (en) * 2017-10-11 2018-01-05 无锡圣丰建筑新材料有限公司 square rubber support
CN108277738A (en) * 2018-01-25 2018-07-13 上海路博减振科技股份有限公司 A kind of intelligence lead core rubber support
CN108915093A (en) * 2018-07-03 2018-11-30 北京工业大学 A kind of enhanced rubber earthquake isolation support of tension
CN109653583A (en) * 2018-11-12 2019-04-19 中国矿业大学 A kind of lead for retractable pencil corrugated steel tube constraint rubber support
CN111945553A (en) * 2020-07-15 2020-11-17 黄山市尚义橡塑制品有限公司 Modified high damping composite rubber bearing
CN114277954A (en) * 2022-01-21 2022-04-05 广州大学 A kind of three-dimensional strip restraint isolation and vibration damping bearing and its manufacturing method
CN117996599A (en) * 2024-01-23 2024-05-07 上海勘测设计研究院有限公司 Reset device and reset method

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103469897A (en) * 2013-09-30 2013-12-25 衡水震泰隔震器材有限公司 Frictional damping shock-insulating rubber supporting base
CN103469897B (en) * 2013-09-30 2015-07-08 衡水震泰隔震器材有限公司 Frictional damping shock-insulating rubber supporting base
CN103758211A (en) * 2013-12-20 2014-04-30 广西科技大学 Lead core rubber bearing
CN104088224A (en) * 2014-01-29 2014-10-08 柳州东方工程橡胶制品有限公司 Damping combined type building seismic isolation rubber support and manufacturing method thereof
CN104088224B (en) * 2014-01-29 2015-11-04 柳州东方工程橡胶制品有限公司 A kind of combined architectural vibration-insulation rubber supporting seat of damping and manufacture method thereof
CN104405058A (en) * 2014-12-10 2015-03-11 中国建材国际工程集团有限公司 Disc spring lead rubber three-dimensional damping support
CN104563307A (en) * 2015-01-04 2015-04-29 河南省建筑设计研究院有限公司 Temperature joint structure capable of transmitting earthquake force
CN107208732A (en) * 2015-02-02 2017-09-26 奥依列斯工业株式会社 Shock insulation support meanss
CN106639478A (en) * 2017-02-23 2017-05-10 商丘师范学院 Earthquake-resistant structure of civil engineering and method thereof
CN107542178A (en) * 2017-10-11 2018-01-05 无锡圣丰建筑新材料有限公司 square rubber support
CN108277738A (en) * 2018-01-25 2018-07-13 上海路博减振科技股份有限公司 A kind of intelligence lead core rubber support
CN108277738B (en) * 2018-01-25 2023-09-01 上海路博减振科技股份有限公司 An intelligent lead rubber bearing
CN108915093A (en) * 2018-07-03 2018-11-30 北京工业大学 A kind of enhanced rubber earthquake isolation support of tension
CN109653583A (en) * 2018-11-12 2019-04-19 中国矿业大学 A kind of lead for retractable pencil corrugated steel tube constraint rubber support
CN111945553A (en) * 2020-07-15 2020-11-17 黄山市尚义橡塑制品有限公司 Modified high damping composite rubber bearing
CN114277954A (en) * 2022-01-21 2022-04-05 广州大学 A kind of three-dimensional strip restraint isolation and vibration damping bearing and its manufacturing method
CN117996599A (en) * 2024-01-23 2024-05-07 上海勘测设计研究院有限公司 Reset device and reset method

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