混凝土局部受压的三个基本问题  

Three fundamental problems in concrete local compression

作　　者：郑文忠[1] 赵军卫[1] 

机构地区：[1]哈尔滨工业大学土木工程学院,哈尔滨150090

出　　处：《哈尔滨工业大学学报》2009年第8期1-5,共5页Journal of Harbin Institute of Technology

基　　金：国家自然科学基金资助项目(50178026);教育部新世纪优秀人才支持计划资助项目(教科司[2005]290号)

摘　　要：为了解决混凝土核心面积对局压承载力的影响、计算底面积重叠的密布预应力束锚具下混凝土局部受压承载力计算和预应力混凝土构件端部锚固区三类间接钢筋的计算与配置这三个目前局部受压研究中亟待解决的问题,开展了理论分析和试验研究.结果表明:核心面积对局压承载力影响显著,局压承载力随着核心面积的增大而增大;密布预应力束锚具下混凝土局压承载力应按整体计算;预应力混凝土构件端部的三类间接钢筋可分别计算,协调配置.基于研究成果,提出了相应问题的解决办法.In order to solve three problems in present research of local compression, i.e. the influence of concrete core area on the local compression bearing capacity, the calculation of local compression bearing capacity of concrete under closely spaced anchorages with overlapping calculated bottom area and the calculation and placing of three kinds of indirect reinforcement in the end zone of prestressed concrete structure, theoretical analysis and experimental research were carried out. Results show that the core area has notable influence on the local compression bearing capacity and the local compression bearing capacity increases with the increase of the core area. The local compression bearing capacity of concrete under closely spaced anchorages should be calculated integrally. The three kinds of indirect reinforcement in the end zone of prestressed concrete structure can be calculated separately and be placed harmoniously. Based on the research results, corresponding solving methods are brought forward.

关 键 词：混凝土 局部受压承载力 核心面积 间接钢筋 

分 类 号：TU378.1[建筑科学—结构工程]