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重庆轻轨嘉陵江特大桥现浇段支架的设计与施工
引用本文:蒋国云. 重庆轻轨嘉陵江特大桥现浇段支架的设计与施工[J]. 重庆建筑, 2007, 0(3): 39-42
作者姓名:蒋国云
作者单位:中铁十一局集团第五工程有限公司,重庆,400020
摘    要:重庆轻轨嘉陵江特大桥主桥为90m+160m+90m的三跨预应力混凝土连续刚构,紧靠渝澳大桥,在南岸的支架现浇段和边跨合拢段上跨运营的轻轨二号线和排污管,并位于嘉陵江河床上,现浇段自重大,施工支架高度超过50m,支架施工非常困难。本文重点介绍该桥南岸现浇段支架的设计和主要施工特点。

关 键 词:轻轨  钢管柱  支架  设计  施工
文章编号:1671-9107(2007)03-0039-04
修稿时间:2007-01-06

Design and Construction of the Cast-in-place Segment Support for Chongqing Light Rail Jialing River Extra Large Bridge
Jiang Guo-Yun. Design and Construction of the Cast-in-place Segment Support for Chongqing Light Rail Jialing River Extra Large Bridge[J]. , 2007, 0(3): 39-42
Authors:Jiang Guo-Yun
Affiliation:Jiang Guo-Yun
Abstract:The main span of Chongqing light rail Jialing River extra large bridge is a three-span (90m 160m 90m) prestressed concrete steel frame,nearly adjoining the Yu-Ao Bridge. On the cast-in-place support segment in Nan'an district and side span healing segment runs the line 2 light rail,the blow-off pipe is located on the Jialing River bed. The cast-in-place segment has large self-weight,support for construction is 50m in height,and the support construction is extremely difficult. This article introduces mainly the design and main construction characteristic of the cast-in-place segment support in Nan'an.
Keywords:light rail  steel-pipe column  support  design  construction
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