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超长预应力混凝土结构分段流水施工探讨
引用本文:王春武.超长预应力混凝土结构分段流水施工探讨[J].四川建筑科学研究,2007,33(1):181-183,196.
作者姓名:王春武
作者单位:扬州大学建筑科学与工程学院,江苏,扬州,225009
摘    要:超长预应力混凝土结构中,混凝土收缩、温度、徐变以及预应力引起的结构轴向压缩等参数成为控制结构设计与施工方法的重要因素,混凝土的早期性能导致结构内力分析的复杂性,施工阶段与使用阶段的结构受力体系存在着差异和转换,施工方法和后浇带的设置将影响结构的分析模型和结构的经济性等。本文探讨了超长预应力混凝土结构的“逐层浇筑、逐层张拉”和分段流水等施工方法问题。

关 键 词:预应力混凝土  超长结构  收缩  温度  分段流水
文章编号:1008-1933(2007)01-0181-03
修稿时间:2005-12-23

Discussion on segmental construction of over-long prestressed concrete structures
WANG Chunwu.Discussion on segmental construction of over-long prestressed concrete structures[J].Building Science Research of Sichuan,2007,33(1):181-183,196.
Authors:WANG Chunwu
Affiliation:College of Civil Engineering, Yangzhou University,Yangzhou 225009, China
Abstract:In over-long prestressed concrete structures,such parameters as concrete shrinkage,temperature,creep and axial compression will be important dominating factors for design and construction,early concrete performance leads to complexity for analyzing structural internal forces,structural bearing systems are different and transformative between construction stage and use stage,construction method and post-cast strip setup will affect structural analysis model and economy,and so on."one storey cast-one storey tensioned" and segmental construction were discussed in the paper.
Keywords:prestressed concrete  over-long structures  shrinkage  temperature  segmental construction
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