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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]. 土木建筑与环境工程, 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;同济大学,土木工程学院,上海,200092;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
收稿时间:2005-12-30
修稿时间:2005-12-30

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,Architectrual & Environment 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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