悬灌连续梁中跨合拢的约束锁定施工

董盛国

铁道工程学报 ›› 1996, Vol. 13 ›› Issue (3) : 62-66.

PDF(279 KB)
PDF(279 KB)
铁道工程学报 ›› 1996, Vol. 13 ›› Issue (3) : 62-66.
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悬灌连续梁中跨合拢的约束锁定施工

  • 董盛国
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CONSTRUCTION WORKS FOR CONNECTING TWO CANTILEVER ARMS OF MIDDLE SPAN OF CONTINUOUS GIRDERS BY SUSPEN- SION GROUTING WITH RESTRICTED LOCKING MEASURES

  • Dong Shengguo
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摘要

本文结合消江大桥悬灌连续梁中跨合拢攄工实践,对中跨合拢临时约束锁定的基本原 理、计算方法及施工措施进行了介绍,以供施工参考。

Abstract

Based on the construction practice of the Lijiang Great Bridge for grouting the con- necting gap of the middle span of the continuous girders,there were two restricted locking mea- sures, i. e. the temporary restricted locking of the bridge supports and the temporary restricted locking of the connecting gap. This paper introduces the basic principles, calculating methods and the construction procedure of these measures. They are valuable as reference for construction works.

关键词

连续梁 / 约束 / 锁定

Key words

continuous girders / rectricted locking

引用本文

导出引用
董盛国. 悬灌连续梁中跨合拢的约束锁定施工[J]. 铁道工程学报, 1996, 13(3): 62-66
Dong Shengguo. CONSTRUCTION WORKS FOR CONNECTING TWO CANTILEVER ARMS OF MIDDLE SPAN OF CONTINUOUS GIRDERS BY SUSPEN- SION GROUTING WITH RESTRICTED LOCKING MEASURES[J]. Journal of Railway Engineering Society, 1996, 13(3): 62-66

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