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隧道建设 >

2006 , Vol. 26 >Issue 3: 26 - 28,47

DOI: https://doi.org/B

施工技术

清江七号特大桥挂篮设计与施工

  • 杨盛双
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  • 中铁隧道集团有限公司
杨盛双(1957-)|男|1984年7月毕业于兰州铁道学院铁道工程专业|大学本科|工学学士|高级工程师|现从事施工技术管理工作。

收稿日期: 2006-02-24

  修回日期: 2006-03-15

  网络出版日期: 2009-12-09

Design and Construction of Travelers of No. 7
Extralarge Bridge Crossing Qingjiang River

  • YANG Cheng-Shuang
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  • China Railway Tunnel Group Co., Ltd.

Received date: 2006-02-24

  Revised date: 2006-03-15

  Online published: 2009-12-09

摘要

清江七号特大桥的主梁为铁路单箱单室预应力钢筋混凝土悬臂现浇连续梁,主跨88m,为目前国内铁路单线建设的最大跨度,宽跨比1/20为设计规范的极限。施工风险高、难度大。主要介绍该悬灌梁施工的重要设备——挂篮的设计与施工及注意事项。

本文引用格式

杨盛双 . 清江七号特大桥挂篮设计与施工[J]. 隧道建设, 2006 , 26(3) : 26 -28,47 . DOI: B

Abstract

The main beam of No. 7 extralagre Bridge Crossing Qingjiang River is of insitu cast continuous cantilever beam of prestressed reinforced concrete with single box and single chamber. The main span of the bridge is 88m, which at present is the largest for single track railway bridges ever built in China. The width/span ratio of the bridge reaches 1/20, which is the limit of the specifications. There exist great risks and difficulties in the construction of the bride. Travelers are fundamental equipment for the construction of the bridge cantilever beams. The article places its emphasis on the presentation of the design and construction of the travelers, as well as the items to which specail attention should be paid during construction.

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