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铁路既有线改造并行段桥涵施工采用挖孔桩防护的技术与应用 被引量:3

Transformation of Existing Railway Bridge and Culvert Construction in Parallel Paragraph,Using the Technology of Protecting with Dug Pile
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摘要 在铁路既有线改造工程并行段桥涵施工过程中,为保证既有线在不中断行车情况下的营运安全,既有线防护是关键。该文以改建铁路沪汉蓉通道襄樊至胡家营段增建第二线站前工程XYS-02标段并行段箱型桥接长(桩号里程为K25+134(2~10.0 m))施工为例,较为详细地介绍了铁路既有线改造工程并行段桥涵施工中采用挖孔桩防护的设计原理。文中提供的铁路既有线改造工程并行段桥涵施工中采用挖孔桩防护方案设计可作为同类工程施工的参考依据。 In the transformation of existing railway bridge and culvert construction in parallel paragraph, in order not to interrupting the operation of existing track, protection is the key. In this article, it used the channel of shanghai to Wuhan and Chengdu Railway , From Xiangfan to Hujiaying additional second-line business segment station project tenders XYS-02 parallel bridging long box above (mileage for K25 + 134 (2--10.0 m)) as a example. Give a more detailed description of the design principle that used protection with dug pile in transformation of existing railway bridge and culvert construction in par- allel paragraph. Text provided protetcing with dug pile in transformation of existing railway bridge and culvert construction in parallel paragraph can be used as reference of similar works.
作者 潘国东
出处 《建材世界》 2009年第3期100-103,共4页 The World of Building Materials
关键词 列车活载 挖孔桩 布氏(H.Blum)理论 主动土压力Ea 被动土压力Ep live load of train dug pile Brandt (H. Blum) theory active earth pressure Ea passive earth pres- sure Ep
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参考文献4

  • 1杨文渊.实用土木工程手册[M].第3版.北京:人民交通出版社,1999.
  • 2殷志建,张大诚,关文光.土力学与地基基础[M].北京:中国建筑工业出版社,1979.
  • 3冯国栋.土力学[M].北京:水利电力出版社,1984.158-161.
  • 4汪正荣,朱国梁.简明施工计算手册[M].北京:中国建筑工业出版社,1979.

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