[1]金建敏,肖骥,谭平,等.弹性软碰撞防护装置试验研究[J].西安建筑科技大学学报(自然科学版),2020,52(01):63-71.[doi:10.15986j.1006-7930.2020.01.009]
 JIN Jianmin,XIAO Ji,TAN Ping,et al.Experimental study on elastic soft impact protection device[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2020,52(01):63-71.[doi:10.15986j.1006-7930.2020.01.009]
点击复制

弹性软碰撞防护装置试验研究()
分享到:

西安建筑科技大学学报(自然科学版)[ISSN:1006-7930/CN:61-1295/TU]

卷:
52
期数:
2020年01期
页码:
63-71
栏目:
出版日期:
2020-03-31

文章信息/Info

Title:
Experimental study on elastic soft impact protection device
文章编号:
1006-7930(2020)01-0063-09
作者:
金建敏1肖骥1谭平1刘彦辉1陈鹏1朱健2
(1.广州大学 工程抗震研究中心,广东 广州 510405; 2.宁夏大学 土木与水利工程学院,宁夏 银川 750021)
Author(s):
JIN Jianmin1 XIAO Ji1 TAN Ping1 LIU Yanhui1 CHEN Peng1 ZHU Jian2
(1.Earthquake Engineering Research &Test Center, Guangzhou University,Guangzhou 510405,China; 2. Department of Civil and Hydraulic Engineering, Ningxia University, Yinchuan 750021, China)
关键词:
弹性软碰撞防护装置 天然橡胶支座 剪力键 中空连接钢板 试验研究
Keywords:
elastic soft impact protection device linear natural rubber bearing shear key hollow connecting steel plate experimental study
分类号:
TU352.1
DOI:
10.15986j.1006-7930.2020.01.009
文献标志码:
A
摘要:
为限制隔震层位移,对能提供刚度的弹性软碰撞防护装置进行了试验研究,该装置主要由天然橡胶支座、剪力键及中空连接钢板组成.首先对天然橡胶支座进行了设计压应力12 MPa下基本性能试验及压应力0 MPa下剪切试验.然后,进行了三种型号的弹性软碰撞防护装置的水平力学性能测试试验,测定该类装置的水平等效刚度及支座顶端在装置工作过程中的转角,探讨不同剪力键连接方式、不同材质的剪力键及中空连接钢板、剪力键外圆面是否罩橡胶套、不同支座直径以及不同橡胶剪切模量的影响及差异.对比分析了弹性软碰撞防护装置的水平等效刚度与支座部分在0 MPa下试验结果的差异.结果表明:单纯采用过盈配合的连接方式,剪力键存在松动的可能,改进的连接方式是可行的,在剪力键外圆面罩上橡胶套后可避免或减轻中空连接钢板的损伤; 与0 MPa下支座试验结果相比较,装置水平等效刚度的降低程度及支座顶端转角随支座部分剪应变的增大而增大; 不同支座直径及不同橡胶剪切模量,装置水平等效刚度的降低程度及支座顶端转角有所差异.
Abstract:
In order to limit the displacement of the isolation layer, tests are conducted to the elastic soft impact protection device, which can provide stiffness. The device is mainly composed of linear natural rubber bearing, shear key and hollow connecting steel plate. Firstly, the basic performance test under design compressive stress of 12 MPa and the shear test under compressive stress of 0 MPa of liner natural rubber bearing are carried out. Then, three types of elastic soft impact protective devices are tested for the horizontal mechanical performance, in determining the horizontal equivalent stiffness of the device and rotation angle at the top end of the rubber bearing. The influence as well as difference of connection modes of shear key, different material of shear key and the hollow connecting steel plate, the outer surface of the shear key is covered with rubber bush or not, different bearing diameters and different shear modulus of rubber are discussed. The difference of the horizontal equivalent stiffness between the elastic soft impact protection device and the test results of the bearing parts under 0 MPa is compared and analyzed. Results show that shear keys may be loosened by using interference fit only, and the improved connection modes are feasible. The damage of hollow connection steel plate can be avoided or mitigated by covered the shear keys with rubber bush. Compared with test results of the bearing under 0 MPa, the degree of the horizontal equivalent stiffness decrease of the device and the rotation angle at the top end of the bearing increase with the shear strain of the bearing part. The degree of the horizontal equivalent stiffness decrease and the rotation angle at the top end of the bearing are different with different bearing diameters and different shear modulus of rubber.

参考文献/References:

[1]周福霖.工程结构减震控制[M].北京:地震出版社,1997.ZHOU Fulin. Seismic control of structures[M]. Beijing: Seismological Press, 1997.
[2]日本建筑协会.隔震结构设计[M]. 刘文光,译,北京:地震出版社,2006.Japanese Architecture Institute.Recommendation for design of base isolated building[M].LIU Wenguang, Translated. Beijing: Seismological Press,2006.
[3]欧进萍. 结构振动控制[M].北京: 科学出版社,2003.OU Jinping.Structural vibration control [M]. Beijing: Science Press,2003.
[4]韩淼,周锡元. 基础隔震建筑软碰撞保护分析[J]. 建筑科学,1999,15(1):14-20.HAN Miao, ZHOU Xiyuan. Analysis of soft-collision safety for base isolated buildings[J]. Building Science, 1999,15(1):14-20.
[5]韩淼,王秀梅. 基础隔震层软碰撞限位试验研究[J]. 工程抗震与加固改造,2005,27(3):70-72.HAN Miao,WANG Xiumei. Experimental study on soft pounding limiting deformation of base isolating layer[J]. Earthquake Resistant Engineering and Retrofitting, 2005,27(3):70-72.
[6]韩淼,李仙华,杜红凯.钢螺旋弹簧软碰撞限位隔震试验位移反应分析 [J]. 工程抗震与加固改造,2007,29(6): 25-28.HAN Miao, LI Xianhua, DU Hongkai. Analysis on displacement response of steel spiral spring soft-collision limiting displacement isolating testing[J]. Earthquake Resistant Engineering and Retrofitting, 2007, 29(6):25-28.
[7]韩淼,李仙华,杜红凯. 基础隔震层钢螺旋弹簧软碰撞限位实验研究[J]. 世界地震工程,2007,23(4): 39-43.HAN Miao, LI Xianhua, DU Hongkai. Experiment on limiting displacement of steel spiral spring soft-collision for a base isolating layer[J]. World Earthquake Enginneering,2007,23(4): 39-43.
[8]堀男,自由,井上夫.摩擦ダンパーを用いた3 フレーム免震体の地震大形抑制
[C]//日本建学会大会学演梗概集, 京: 日本建学会,2010, B-2: 363-366.
[9]POLYCARPOU P, KOMODROMOS P. Simulating the use of rubber shock absorbers for mitigating poundings of seismically isolated buildings during strong earthquakes
[C]// ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. Rhodes, Greece: 2009.
[10]伊藤敦,吉夫,田代靖彦ほか.大位ゴムの
[C]// 日本建学会大会学演梗概集, 京: 日本建学会,2014, B-2: 429-436.
[11]中华人民共和国国家质量监督检验检疫总局. 橡胶支座 - 第1部分:隔震橡胶支座试验方法:GB/T 20688.1-2007 [S].北京:中国标准出版社,2007.General Administration of Quality Supervision, Inspection and Quarantine of the P. R.China. Rubber bearing-Part 1: seismic-protection isolators test methods: GB/T 20688.1-2007 [S]. Beijing: Standards Press of China, 2007.
[12]中华人民共和国国家质量监督检验检疫总局. 橡胶支座 - 第3部分:建筑隔震橡胶支座:GB 20688.3-2006 [S].北京:中国标准出版社,2007.General Administration of Quality Supervision, Inspection and Quarantine of the P.R. China. Rubber bearing-Part 3: Elastomeric seismic-protection isolators for building:GB 20688.3-2006[S].Beijing:Standards Press of China, 2007.

备注/Memo

备注/Memo:
收稿日期:2018-12-10修改稿日期:2020-01-13基金项目:广州市科技计划基金项目(201707010333); 国家重点研发计划基金项目(2016YFC0701507,2017YFC0703600); 国家自然科学基金项目(51778163,51468050)第一作者:金建敏(1973-),男,高工,博士,主要从事隔震、抗震研究. E-mail:jinjianmin152@aliyun.com
更新日期/Last Update: 2020-04-25