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高速铁路大跨度钢桁拱梁架设技术及经济分析
引用本文:曾金秀,李多修.高速铁路大跨度钢桁拱梁架设技术及经济分析[J].铁路工程造价管理,2011,26(2):1-6.
作者姓名:曾金秀  李多修
作者单位:中铁大桥局南京大胜关长江大桥工程指挥部,江苏南京,210039
摘    要:南京大胜关长江大桥以其设计时速高、设计荷载重、主桥跨度大三大特点跻身于世界同类型高速铁路桥先进水平之列。此文阐述其六跨连续钢桁拱梁架设方案和施工新工艺,并就预拼存放场、提升站、下河码头、临时支墩、墩旁托架、三层吊索塔架等大型临时设施的施工设计和工程指标进行研究。同时还就当前铁路工程预算定额尚属空白的大跨度钢桁拱梁部分进行探讨。

关 键 词:高速铁路  大跨度  钢桁拱梁  架设技术  施工工艺  大临设施  经济分析

Technological and Economic Analysis of Erection of the Large Span Steel Trussed Arch Girder
Zeng Jinxiu,Li Duoxiu.Technological and Economic Analysis of Erection of the Large Span Steel Trussed Arch Girder[J].Railway Engineering Cost Management,2011,26(2):1-6.
Authors:Zeng Jinxiu  Li Duoxiu
Abstract:The Nanjing Dashengguan Changjiang River Bridge ascends the advanced level of high speed railway bridgesby its designed high speed,heavy load,and large span of the main bridge.This paper describes the erection scheme and new construction technologies of the six-span continuous steel trussed arch girder,and studies the construction design and engineering indicators of such large temporary facilities as the storage yard for the pre assemblage,the lift station,the ramp wharf,temporary piers,the pier-side suppo...
Keywords:High speed railway  large span  steel trussed arch girder  construction technology  large temporary facility  economic analysis  
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