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刚构连续梁合拢段施工方案与锁定计算
引用本文:林哲.刚构连续梁合拢段施工方案与锁定计算[J].企业技术开发,2009,28(4).
作者姓名:林哲
作者单位:陕西省高速公路建设集团公司,陕西西安710061
摘    要:文章以武广客运专线宋家湾特大桥48m+80m+48m连续梁设计图为例,对其合拢段进行锁定设计计算,以供设计单位未提供刚构连续梁合拢段锁定设计的施工单位设计参考。

关 键 词:连续刚构桥  合拢段  锁定设计

Locking calculation on the closing section of continuous rigid-frame beam
LIN Zhe.Locking calculation on the closing section of continuous rigid-frame beam[J].Technological Development of Enterprise,2009,28(4).
Authors:LIN Zhe
Institution:Shanxi Province Expressway Construction Group Corporation;Xi'an;Shanxi 710061;China
Abstract:Based on the 48 m +80 m +48 m continuous beam design sketch of Songjiawan great bridge in Wuhan - Guangzhou Passenger Dedicated Line, this paper introduces the locking design calculation of the closing section. It may serve as an useful reference for the construction unit which is not offered the locking calculation about the closing section of continuous rigid-frame bridge by the design unit.
Keywords:continuous ridge-frame bridge  the closing section  locking calculation  
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