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 PDFInfo
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- 238000013016 damping Methods 0.000 title claims abstract description 61
- 238000010521 absorption reaction Methods 0.000 title claims 7
- 230000000116 mitigating effect Effects 0.000 title 1
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 25
- 239000010959 steel Substances 0.000 claims abstract description 25
- 238000002955 isolation Methods 0.000 claims abstract description 11
- 239000004744 fabric Substances 0.000 claims abstract description 5
- 238000007789 sealing Methods 0.000 claims description 39
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims 1
- 229910052799 carbon Inorganic materials 0.000 claims 1
- 239000000835 fiber Substances 0.000 claims 1
- 238000005987 sulfurization reaction Methods 0.000 claims 1
- 238000011084 recovery Methods 0.000 abstract description 7
- 229920000049 Carbon (fiber) Polymers 0.000 abstract description 4
- 239000004917 carbon fiber Substances 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 4
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 4
- 238000006073 displacement reaction Methods 0.000 abstract description 2
- 238000005265 energy consumption Methods 0.000 abstract description 2
- 230000008602 contraction Effects 0.000 abstract 1
- 239000000463 material Substances 0.000 description 2
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
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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。
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.
Description
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
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
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
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
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
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
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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 |
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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 |
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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 |
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