| 新沭河特大桥工程35m箱梁架桥机架设边梁施工验算 |
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| 引用本文： | 胡银宝,赖国鳞.新沭河特大桥工程35m箱梁架桥机架设边梁施工验算[J].海岸工程,2000,19(2):69-72. |
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| 作者姓名： | 胡银宝 赖国鳞 |
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| 作者单位： | 连云港市高速公路建设指挥部!江苏连云港222000 |
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| 摘 要： | 新沭河大桥35m预制箱梁在江苏省是首次使用，较以往跨径仅20m的箱梁对架桥机的材料和性能要求高。本文对BBG150型架桥机架设边粱进行了详细验算，为边梁安全架设提供了理论依据。
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| 关 键 词： | 架桥机 特大桥 预制箱梁 架设 验算 跨径 施工 边梁 梁架 工程 |
CONSTRUCTION CHEECKING FORERECTING EDGE BEAM USING 35 m BRIDGE BOX BEAM ERECTION EQUEPMENT IN XINSUHE GRAND BRIDGE |
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| HU Yin bao,LAI Guo lin.CONSTRUCTION CHEECKING FORERECTING EDGE BEAM USING 35 m BRIDGE BOX BEAM ERECTION EQUEPMENT IN XINSUHE GRAND BRIDGE[J].Coastal Engineering,2000,19(2):69-72. |
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| Authors: | HU Yin bao LAI Guo lin |
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| Abstract: | It was adopted for the first time in Jiangsu province for the use 35 meter long prccast box beam in Xinsube, Grand Bridge Project Compared with 20 meter long box bcam in the past, high performance of the bridge box beam erection equipment was demanded relatively Detailed computation was exercised for crecting cdge beam using EBG150 bridge girder erection equipment in this article It provided reliable theoretical base for edge beam safely crecting |
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| Keywords: | grand bridge box beam bridge girder erection equipment cheeckingL |
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