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预应力扁梁-密肋楼盖体系张拉测试及分析
引用本文:王伟,苏小卒,赵勇.预应力扁梁-密肋楼盖体系张拉测试及分析[J].土木与环境工程学报,2006,28(3):63-66.
作者姓名:王伟  苏小卒  赵勇
作者单位:同济大学,土木工程学院,上海,200092
摘    要:对预应力扁梁-密肋楼盖体系在预应力张拉过程中楼板的变形、预应力混凝土梁的变形和应变进行了现场测试和分析,运用有限元程序对结构的预应力施工过程进行了模拟分析,讨论了预应力扁梁-密肋楼盖体系的预应力效应的建立,指出预应力效应的建立受到楼板平面内刚度的影响。

关 键 词:预应力扁梁  密肋楼盖  现场测试  预应力效应
文章编号:1006-7329(2006)03-0063-04
收稿时间:2005-12-30
修稿时间:2005年12月30

Measurement and Analysis of Prestressed Concrete Flat Beam- Waffle Slab System During Prestressing
WANG Wei,SU Xiao- zu,ZHAO Yong.Measurement and Analysis of Prestressed Concrete Flat Beam- Waffle Slab System During Prestressing[J].Journal of Civil and Environmental Engineering,2006,28(3):63-66.
Authors:WANG Wei  SU Xiao- zu  ZHAO Yong
Affiliation:College of Civil Engineering, Tongji University, Shanghai 200092, China
Abstract:During the pre-stressing of the unbonded prestressed concrete wide flat beam-waffle slab system, the displacements and strains of slab and the prestressed concrete beams were site-measured and the results were analyzed.The prestressing construction was simulated by finite element program.The prestressing efficiency of the unbonded prestressed concrete wide flat beam-waffle slab system was discussed.It indicates that the prestressing efficiency was affected by the in-plane stiffness of slab.
Keywords:prestressed concrete flat beam  waffle slab  site-measurement  prestressing effect
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