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引用本文:黄一杰,吴纪达,肖建庄,王清,孙黄胜.钢管海砂再生混凝土轴压性能试验与分析[J].建筑材料学报,2018,21(1):85-91
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钢管海砂再生混凝土轴压性能试验与分析
黄一杰1, 吴纪达1, 肖建庄2, 王清1, 孙黄胜1
1.山东科技大学山东省土木工程防灾减灾重点实验室,山东青岛266590;2.同济大学建筑工程系,上海200092
摘要:
以再生粗骨料取代率和海砂中的Cl-含量为主要参数,完成了18个钢管海砂再生混凝土轴压试验,分析了再生粗骨料取代率、海砂中的Cl-含量对试件破坏特征和受力变形的影响.结果表明:钢管海砂再生混凝土受力过程与普通钢管混凝土相似,包含弹性、弹塑性和破坏3个阶段,其主要破坏模式为斜剪破坏;试件峰值荷载随着再生粗骨料取代率和海砂中的Cl-含量的增加而略有降低;峰值应变随着再生粗骨料取代率的增加而增大,随着Cl-含量的增加先增大后减小.同时,对比分析了不同规范的峰值荷载公式计算值与试验值的差异,并根据试验数据对钢管海砂再生混凝土轴压应力应变全曲线计算模型进行了拟合.
关键词:  钢管海砂再生混凝土  再生粗骨料取代率  Cl-含量  破坏模式  受力变形全曲线
DOI:103969/j.issn.1007 9629201801014
分类号:
基金项目:国家自然科学基金资助项目(51408346);中国博士后特别资助项目(2016T0041);中国博士后基金资助项目(2015M0046);青岛市博士后基金资助项目(150064);泰山学者基金资助项目(10231202000)
Experimental Study and Analysis on Axial Compressive Behavior of Sea Sand Recycled Concrete Filled Steel Tube
HUANG Yijie,WU Jida,XIAO Jianzhuang,WANG Qing,SUN Huangsheng
Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology, Qingdao 266590, China
Abstract:
A compression test for the 18sea sand recycled concrete filled steel tube(SSRCFS) columns was conducted. The main parameters were recycled coarse aggregate(RCA) replacement percentage and sea sand chloride ion content(CIC). The effects of RCA replacement percentage and CIC on the failure pattern of specimens and the load deformation relationships were investigated. Results show that the loading processes of SSRCFS include elastic, plastic and faiture stages, which is similar to those of ordinary concrete filled steel tube(CFST) specimens. The main failure pattern of specimen is diagonal shear failure. It is also indicated that the peak load decreases slightly with the increase of the RCA replacement percentage and sea sand CIC. The peak strain increases with the increase of RCA replacement percentage, while it increases first and then decreases with the increase of CIC. Finally, the comparison between the tested peak load and the calculated value by the codes is completed, axial stress strain curves of SSRCFS are proposed based on the test data.
Key words:  sea sand recycled concrete filled steel tube  recycled coarse aggregate replacement percentage  chloride ion content  failure pattern  loading deformation curve