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地铁车辆段大跨度梁后张法预应力施工技术探讨

A method of post-tensioned construction technology on Metro Depot large span beam
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摘要 地铁车辆段平台下部常设置停车列检库、运用库等库房,平台上部预留上盖物业开发条件。为了增多库房内列车股道,同时满足上盖物业荷载承载力要求,设计上往往减少平台下柱网布置、采用大跨度后张法预应力梁结构。本文对某车辆段大跨度梁后张法预应力施工方法进行了探讨,可为今后类似工程提供参考。 Abstract: The lower part of the metro depot platform is often set for train parking, the upper part need to be reserved for property develop- ment. In order to increase the train track below the platform, at the same time to satisfy the superstructure load capacity requirements, platform column arrangement is often reduced and large span post - tensioned beam structure is used by designer. In this paper, a method of post - tensioned construction technology on Metro Depot large span beam is discussed, which can provide reference for similar projects in the future.
作者 郭高杰
出处 《福建建设科技》 2013年第4期78-79,45,共3页 Fujian Construction Science & Technology
关键词 大跨度梁 后张法预应力施工 地铁车辆段 large span Beam post- tensioned construction metro depot
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参考文献3

  • 1丁士昭,等.市政公用工程管理与实务[M].中国建筑工业出版社,2011.4.
  • 2尚丽萍.建筑工程管理与实务[M].中国建筑工业出版社,201l141-143.
  • 3李斌等.浅议后张法预应力施工的技术要点[J].科技向导2010:6:185~186.

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