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用一种新方式解决混凝土局部受压问题
引用本文:嵇蕾,尹新生,魏晓丽.用一种新方式解决混凝土局部受压问题[J].吉林建筑工程学院学报,2013,30(4):5-6,9.
作者姓名:嵇蕾  尹新生  魏晓丽
作者单位:1. 吉林建筑大学寒地绿色建筑技术工程中心,长春,130118
2. 吉林省高速公路管理局通化管理分局,通化,134001
摘    要:本文引用一种解决混凝土局压问题的新方法——预应力筋约束混凝土局部受压构件,分析了预应力筋作用下混凝土局部受压工作原理,并介绍了拉压杆模型法计算构件承载力.混凝土局部受压构件在预应力钢筋约束下,不仅承载力明显提高,大大减少由局部受压产生的工程事故,而且钢筋可循环利用以达到节约钢材的效果.

关 键 词:预应力筋  局部受压  拉压杆模型原理

Using a New Method to Solve the Partial Compression of Concrete
JI Lei , YIN Xin-sheng , WEI Xiao-li.Using a New Method to Solve the Partial Compression of Concrete[J].Journal of Jilin Architectural and Civil Engineering,2013,30(4):5-6,9.
Authors:JI Lei  YIN Xin-sheng  WEI Xiao-li
Affiliation:JI Lei, YIN Xin - sheng1, WEI Xiao - li2 ( 1: Green Building Engineering Research Center fort Cold Area, Jilin Jianzhu University, Changchun, China 130118; 2: Highway Administration Bureau of Jilin Province Tonghua Management Bureau, Tonghua, China 134001)
Abstract:This article describes a new method for solving concrete problems prestressed tension constrain partial compression members. Analyse working mechanism of partial compression concrete constrained by prestressed ten- sion. Meanwhile, strut - and - tie model is building in partial compression members to calculate bearing capacity. U- sing prestressed tension to constrain partial compression concrete members not only greatly enhance bear capacity, but steel can be recycled to achieve the effect of saving steel in construction.
Keywords:prestressed tendon  partial compression  strut - and - tie model theory
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