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80m钢桁梁浮拖架设施工技术与安全稳定控制
引用本文:贾义忠.80m钢桁梁浮拖架设施工技术与安全稳定控制[J].铁道标准设计通讯,2005(6):65-67.
作者姓名:贾义忠
作者单位:中铁十局集团有限公司 济南250001
摘    要:菏日铁路复线京杭运河大桥跨主河道80m钢桁梁,采用旁侧、低位浮拖,再顶升横移的架梁方案,获得成功。介绍拼梁平台、河岸码头、纵移滑道、浮船加固、牵引动力系统等主要施工设施和非悬臂浮拖的货船压舱水的组成、模拟试验、正式浮拖等关键技术环节的处理方法和安全稳定控制措施。

关 键 词:钢桁梁  浮拖架设  施工技术
文章编号:1004-2954(2005)06-0065-03
修稿时间:2005年4月1日

80 m Steel Beam Erection by Float-and-tow and Safety and Stability Control
Jia Yizhong China Railway th Bureau Group Co.Ltd,Jinan.80 m Steel Beam Erection by Float-and-tow and Safety and Stability Control[J].Railway Standard Design,2005(6):65-67.
Authors:Jia Yizhong China Railway th Bureau Group CoLtd  Jinan
Institution:Jia Yizhong China Railway 10 th Bureau Group Co.Ltd,Jinan 250001
Abstract:m steel beam of Jing-Hang Canal Bridge spanning over a main waterway was successfully erected by Floating-and-towing at lower side position, then thrusting, and crosswise moving. Here is the introduction to the main facility such as beam assemblage platform, river dock, lengthwise slipway, floating boat fixation, traction power system, and to the key technology like cantilever-free Float-and-tow, ballast composition of cargo boat, simulating tow test, real Float-and-tow, and safety and stability control.
Keywords:steel truss  float erection  construction technology  
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