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100mm厚预应力混凝土空心板结构性能试验分析
引用本文:杜书廷,王俊. 100mm厚预应力混凝土空心板结构性能试验分析[J]. 煤炭工程, 2007, 0(12): 82-85
作者姓名:杜书廷  王俊
作者单位:许昌学院,城环学院,河南,许昌,461000;中国矿业大学,建工学院,江苏,徐州,221008;许昌学院,城环学院,河南,许昌,461000
摘    要:运用《混凝土结构工程施工质量验收规范》(GB50204-2002)对100mm厚预应力混凝土空心板进行结构性能试验,根据试验结果分析了该类板在工程中应用的可行性,为该类板在具体工程应用中选用时提供试验依据和技术参考。

关 键 词:预应力混凝土  空心板  结构性能
文章编号:1671-0959(2007)12-0082-04
收稿时间:2007-06-08
修稿时间:2007-06-08

The experimental analysis on of the structural behaveior of the prestressed concrete thin-hollow slabs with the width of 100mm
DU Shu-Ting,WANG Jun. The experimental analysis on of the structural behaveior of the prestressed concrete thin-hollow slabs with the width of 100mm[J]. Coal Engineering, 2007, 0(12): 82-85
Authors:DU Shu-Ting  WANG Jun
Abstract:Through testing the structural behaveior of some pre-stressed thin-hollow slabs with the width of 100mm by the criterion of " Code for acceptance of constructional quality of concrete structure",the text analyse feasibility in the engineering App.according to the test and offer the experimental gist and technical reference to the slab with width of 100mm when it will be used in the engineering application.
Keywords:prestressed-concrete thin-hollow slab with the height of 100mm  structural behavior  engineering application  
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