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现浇混凝土结构施工期性能测试研究
引用本文:袁渊,范洁群,袁桂蓉.现浇混凝土结构施工期性能测试研究[J].重庆交通大学学报(自然科学版),2010,29(4):646-649.
作者姓名:袁渊  范洁群  袁桂蓉
作者单位:重庆大学,土木工程学院,重庆400045;重庆广播电视大学,重庆,400052;重庆电力高等专科学校,重庆,400053
摘    要:通过现场实测施工期混凝土结构,来把握各楼层所承担的荷载随上部结构施工不断进行而改变情况。对实测结果的分析和讨论,发现顶层混凝土浇筑和底层楼板支撑拆除时,临时受力体系内楼层应力变化很大,对结构的安全性影响显著;临时受力体系中楼层最大应力值随着施工周期和拆模时间的延长而不断减小,对结构安全起有利作用。

关 键 词:钢筋混凝土结构  施工期  现场实测  结构安全

Performance Test Research of Cast-in-place Concrete
YUAN Yuan,FAN Jie-qun,YUAN Gui-rong.Performance Test Research of Cast-in-place Concrete[J].Journal of Chongqing Jiaotong University,2010,29(4):646-649.
Authors:YUAN Yuan  FAN Jie-qun  YUAN Gui-rong
Institution:YUAN Yuan1,FAN Jie-qun2,YUAN Gui-rong3 (1.School of Civil Engineering & Architecture,Chongqing University,Chongqing 400045,China,2.College of Civil Engineering,Chongqing Radio , TV University,Chongqing 400052,3.Quality Teaching Department of Chongqing Electric Power College,Chongqing 400053,China)
Abstract:Through on-site investigation,changes of load borne by each floor with the ongoing process of upper parts were studied.Based on analysis and discussion of test results,it was found that changes of stress were significant when top slab concrete was being poured and the support was temporarily removed,which greatly impacted structure safety.Under temporary stress system,the longer the construction period and removal period,the smaller the maximum stress,which could improve structure safety.
Keywords:reinforced concrete structures  construction period  on-site measurement  structure safety  
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