某大型混凝土反力系统施工技术  

Construction for a Large Concrete Reacting-force System

作　　者：赵阳[1] 闫浩[1] 盛伟严 

机构地区：[1]北京建筑大学土木与交通工程学院,北京100044

出　　处：《施工技术》2017年第3期51-54,127,共5页Construction Technology

基　　金：北京建筑大学城乡建设与管理产学研联合研究生培养基地资助

摘　　要：反力系统作为进行各种结构材料、结构构件和结构系统的拟静力或拟动力试验的重要设施,在结构实验室中有着不可替代的作用,作为结构试验中的反力支座,对其加载孔的定位及表面平整度要求很高。以北京建筑大学结构实验室反力系统为例,从加载孔的定位和模板支撑等方面进行总结,详细介绍了该反力系统的施工工艺。Reacting-force system for all structural materials,structural components and structural systems of pseudo static or pseudo dynamic test is important facilities,which has a irreplaceable role in the structural lab. Reacting-force system as a structural test of anti bearing,the need of loading hole positioning and smooth surface degree is very high. Based on structure laboratory reacting-force system in Beijing University of Civil Engineering and Architecture,loading hole location and formwork support were summarized,meanwhile,the construction for reacting-force system was introduced in detail.

关 键 词：混凝土 反力墙 反力台座 预埋件 模板 施工技术 

分 类 号：TU755.6[建筑科学—建筑技术科学]