钢管约束的低碳超高强石渣混凝土的力学性能  

Experimental studies on mechanical properties of green super high strength concrete used stone-chip filled with steel tubes

作　　者：陈国灿[1,2] 

机构地区：[1]莆田学院土木建筑工程学系,福建莆田351100 [2]福建建科筑设计有限公司,福建福州350001

出　　处：《武汉工程大学学报》2010年第12期56-59,64,共5页Journal of Wuhan Institute of Technology

基　　金：福建省自然科学基金计划资助项目(基金项目编号:2007J0163);莆田市科技计划资助项目(2007G26)

摘　　要：低碳超高强石渣混凝土是作者利用地方原材料自主研发的强度达到137.3MPa的新型环境友好型混凝土.本文通过14个试件的轴心抗压试验,考察并分析了钢管约束超高强石渣混凝土的破坏形态,研究了影响核心混凝土强度增长率的因素和规律.试验结果表明：钢管内填充低碳超高强石渣混凝土可以解决由于自收缩偏大引起的钢管混凝土脱空的问题;在试验参数范围内,钢管约束超高强石渣混凝土的强度增长率与套箍指标成正比;低碳超高强石渣混凝土用钢管约束后脆性性能得到显著的改善,位移延性系数达到6.5~26.3;所有的试件都是因为剪切而破坏,同时对其破坏机理进行了分析.Green super high strength concrete used stone-chip（abbreviated to GSHSCUS） is a new kind of environmentally friendly concrete with the strength being as high as 137.3 MPa,which were developed by the authors with the local materials.Based on the experimental studies of 14 specimens,this paper describes the failure mode of GSHSCUS filled with steel tubes,and try to discover the general regularity.It was found that it is possible for us to deal with disengaging due to self-shrinkage at interface of steel tube-confined concrete by filling GSHSCUS,and experiment results show that within the factor scope of this test,the strength growth rate of GSHSCUS filled with steel tubes is almost proportional to the confinement index of the specimens,and that all specimens exhibits excellent ductility,and shear failure.Also analyzed is the mechanism of failure of the specimens.

关 键 词：力学性能 低碳超高性能石渣混凝土 钢管约束超高强石渣混凝土 延性 破坏机理 

分 类 号：TU528.31[建筑科学—建筑技术科学]