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后张预应力连续箱梁结构的预应力施工技术
引用本文:苏富金,王新龙,王雁钧. 后张预应力连续箱梁结构的预应力施工技术[J]. 工程质量, 2007, 0(13)
作者姓名:苏富金  王新龙  王雁钧
作者单位:河南省第一建筑工程有限公司
摘    要:经过一系列的工程实践总结,通过改进传统的预应力筋张拉方法,如采用塑料波纹管减少张拉过程的摩阻损失;两端同时对称张拉和超张拉减少应力损失;改善搅拌工艺和灌浆配合比增加灌浆的密实性等,最终形成了一套完整的施工工法。

关 键 词:后张预应力  连续箱梁

Construction Technology of Post-tensioning Prestressed Continuous Box Girder Structure
Abstract:After a series of conclusions of construction case, a specific construction process is finally formed by the improvement of the conventional prestress reinforcement stretching technique, such as reduce the friction loss during the stretching by means of the adoption of plastic corrugated pipe; symmetry stretch at the both ends simultaneously; reduce the stress loss by over stretching; meliorate mixing technics and mixture ratio of grouting to increase the compactness of slurry.
Keywords:post-tensioning prestressed  continuous box girder
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