陶粒混凝土早期抗压性能研究  

Research on early compression resistance of ceramisite concrete

作　　者：袁方正 袁立月 丁黔 彭飞 付翼渤 王红梅[2] YUAN Fang-Zheng;YUAN Li-Yue;DING Qian;PENG Fei;FU Yi-Bo;WANG Hong-Mei(Heilongjiang University School of Hydraulic and Electric Power,Harbin 150080,China;Heilongjiang University School of Civil Engineering,Harbin 150080,China)

机构地区：[1]黑龙江大学水利电力学院,哈尔滨150080 [2]黑龙江大学建筑工程学院,哈尔滨150080

出　　处：《黑龙江大学工程学报》2021年第4期19-23,共5页Journal of Engineering of Heilongjiang University

基　　金：冻土工程国家重点实验室开放基金项目(SKLFSE201802,SKLFSE201919);国家级大学生创新创业训练计划项目(202110212004);黑龙江省大学生创新创业训练计划项目(202110212033)。

摘　　要：运用正交试验法制备16组陶粒混凝土试块,利用MTS万能试验机对3 d、7 d养护下的陶粒混凝土试块开展早期抗压性能试验。使用极差分析法确定其各组分的最优掺量,优化其配合比;对比3 d与7 d的破坏形态,研究陶粒混凝土的早期强度发展规律。The 16 groups of ceramsite concrete test blocks were prepared by orthogonal test method,and the early compressive performance tests of ceramsite concrete test blocks under 3 d and 7 d curing were carried out by using MTS universal testing machine.The range analysis method was used to determine the optimal mixing amount of each component and optimize its mixture ratios.The early strength development rules of ceramsite concrete were studied by comparing the failure modes of 3 d and 7 d.

关 键 词：陶粒混凝土 配合比 早期抗压性能 

分 类 号：TU528.2[建筑科学—建筑技术科学]