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跨104国道特大桥84m钢桁梁高位拼装悬臂顶推架设施工技术

张锐光 彭洪波

铁道标准设计Issue(12):76-81,6.
铁道标准设计Issue(12):76-81,6.

跨104国道特大桥84m钢桁梁高位拼装悬臂顶推架设施工技术

High Position Erection of 84m Steel Truss Girder Super-large Bridge Crossing National Highway No.104 by Catilever Method through Pushing

张锐光 1彭洪波1

作者信息

  • 1. 中铁十局集团有限公司第八工程公司,山东泰安271000
  • 折叠

摘要

Abstract

This article introduces the process of erecting 84m steel truss girder at high position by cantilever method. Steel-pipe columns, elements for military pier 83, Bailey elements were adopted to construct a temporary platform, intermittent chute and continuous gliding chute were designed, beam 87 elements were assembled to form a long guiding beam, jack ZLD150 was adopted for continuous pushing, the erection of steel truss girder was completed. During construction the existing national road traffic was not affected, safety, fast and efficient construction was achieved.

关键词

钢桁梁/贝雷梁/高位拼装/悬臂顶推

Key words

Steel truss girder/ Bailey beam/ Assembly at high position/ Cantilever method through pushing

分类

交通工程

引用本文复制引用

张锐光,彭洪波..跨104国道特大桥84m钢桁梁高位拼装悬臂顶推架设施工技术[J].铁道标准设计,2011,(12):76-81,6.

铁道标准设计

OA北大核心CSTPCD

1004-2954

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