超高大跨度结构混凝土梁支撑系统设计与施工  

DESIGN AND CONSTRUCTION OF HIGH FORMWORK SUPPORTING SYSTEM FOR SUPER HIGH AND LARGE SPANNED ARC BEAMS OF STEEL REINFORCED CONCRETE

作　　者：刘富勤[1] 王绪民[1] 胡坤生[2] 

机构地区：[1]湖北工业大学土建学院,武汉430068 [2]水利部长江水利委员会,武汉430010

出　　处：《建筑技术》2007年第8期577-579,共3页Architecture Technology

摘　　要：以《建筑施工扣件式钢管脚手架安全技术规范》(JGJ130—2001)为依据,对湖北工业大学某教学楼大跨度结构混凝土梁的支撑系统进行设计与验算,经施工检验,支撑系统在施工过程中整体变形最大值为12mm,满足施工要求。According to ＂Technical Code for the Safety of SteeTubular Scaffold with Couplers in Construction＂（JGJ130--2001）,a high formwork supporting system was designed for the super high and large spanned beams of steel reinforced concrete in a classroom building at Hubei Industry University. The results of construction test prove that with maximum total displacement being 12mm in construction, the supporting system satisfies the construction requirement.

关 键 词：脚手架 支撑系统 立杆 稳定性 

分 类 号：TU731.2[建筑科学—建筑技术科学]