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橡胶砂芯组合砌块垫层隔震性能试验研究
引用本文:刘方成,陈翔,阳媛,陈斌,李杨胜,杨庆光.橡胶砂芯组合砌块垫层隔震性能试验研究[J].地震工程与工程振动,2022,42(1):56-70.
作者姓名:刘方成  陈翔  阳媛  陈斌  李杨胜  杨庆光
作者单位:湖南工业大学 土木工程学院,湖南株洲412007
基金项目:湖南省自然科学基金项目(2020JJ6073,2019JJ60051,2020JJ6080);;湖南省教育厅科学研究项目(18C0488,21A0357)~~;
摘    要:构造简单、成本低廉的简易隔震方法是提高经济欠发达农村地区的低矮房屋抗震性能的有效措施.文中提出一种新的简易隔震方法:橡胶砂芯组合砌块隔震垫层(RSMCBL).其主要原理为:上部结构通过离散的刚性盖板支承在一系列离散的由废旧轮胎颗粒-砂混合物构成的土柱上,橡胶砂柱被刚性砌块所侧向约束,以保证隔震层的强度和稳定性.针对此种...

关 键 词:低成本隔震  橡胶砂  组合隔震砌块  隔震性能  振动台试验

Experimental study on isolating properties of rubber-sand mixture cored composite block cushion
LIU Fangcheng,CHEN Xiang,YANG Yuan,CHEN Bin,LI Yangsheng,YANG Qingguang.Experimental study on isolating properties of rubber-sand mixture cored composite block cushion[J].Earthquake Engineering and Engineering Vibration,2022,42(1):56-70.
Authors:LIU Fangcheng  CHEN Xiang  YANG Yuan  CHEN Bin  LI Yangsheng  YANG Qingguang
Institution:(Civil Engineering College,Hunan University of Technology,Zhuzhou 412007,China)
Abstract:The simple isolation method,which means the isolation with simple construction and low cost,has recently been recommended as an effective measure to improve the aseismic performance of low-rise buildings in under-developed rural areas.A new simple isolation method named as the rubber sand mixture coring composite block isolation layer(RSMCBL),is proposed in this paper.The main principle of RSMCBL could be described as the followings.The superstructure is supported by a layer of discrete rigid plates,i.e.the caps,which are located on a series of discrete soil columns composed of waste tire particles rubber-sand mixture(RSM).And the RSM columns are laterally restrained by a layer of rigid hollow blocks so that the strength and stability of the seismic isolation layer is ensured.Shaking table tests are carried out to study the seismic isolation performance of RSMCBL and to find out the influence of various parameters on it.Results indicate that:(1)The seismic isolating coefficient RSMCBL under various working conditions is less than 1,and decreases exponentially with the input acceleration amplitude,which is benefitted from the nonlinear decaying of the dynamic modulus of rubber-sand mixture.(2)The main factors affecting the seismic isolation performance of RSMCBL include the followings such as the rubber mass ratio in RSM,the width and depth of the caps,the weight of structure and the number of RSMCB blocks,etc.Tests revealed that the optimal rubber content of RSM is 30%,and the isolating performance of RSMCBL increases with the depth of the cap,the weight of structure,and decreases with the width of the cap,the number RSMCB blocks on the other hand.(3)The isolating mechanism of RSMCBL is revealed as the weakening and filtering of high-frequency vibration frequencies from the input earthquakes as well as the high energy consumption of RSM during the seismic process.Study of this paper proves that the RSMCBL is a novel,convenient,and low-cost isolating method for low-rise houses located in stiff site in the under-developed countries.
Keywords:low cost isolation  rubber sand mixture  composite block for isolation  isolation performance  shaking table tests
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