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现浇预应力连续箱梁支架受力计算研究
引用本文:王科峰.现浇预应力连续箱梁支架受力计算研究[J].交通标准化,2008(4):64-66.
作者姓名:王科峰
作者单位:山东东方路桥建设总公司,山东,临沂,276000
摘    要:在现浇预应力连续箱梁的施工过程中,支架的合理搭设是非常关键的一道程序。因此,在施工方案及工艺的拟定中一定要对支架进行受力验算。根据实际工作经验,总结满堂式支架在预应力连续箱梁施工中的搭设与受力计算,为同类型施工提供一定的参考。

关 键 词:满堂式支架  预应力连续箱梁  受力计算
文章编号:1002-4786(2008)04-0064-02
修稿时间:2007年7月23日

The Cast-in-place Prestressed Continual Box Girder Support Stress Computation
WANG Ke-feng.The Cast-in-place Prestressed Continual Box Girder Support Stress Computation[J].Communications Standardization,2008(4):64-66.
Authors:WANG Ke-feng
Institution:WANG Ke-feng (Shandong Dongfang Highway and Bridge Construction General Company, Linyi 276000, China)
Abstract:During the construction of the cast-in-place prestressed continual box girder, reasonable support erection is a key process. Therefore, it is necessary to verify the support stress in the construction plan and technique determination. According to experiences, the erection and stress computation of full support are summarized during the cast-in-place prestressed continual box girder, which provides references for similar construction.
Keywords:full support  prestressed continuous box girder  stress computation
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