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钢箱梁双导梁顶推施工关键技术
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作者单位:

(中交第二航务工程局有限公司 ,湖北 武汉 430012)

作者简介:

孙晓强,男,高级工程师.E-mail:95125180@qq.com

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中图分类号:

U445

基金项目:

国家科技攻关计划项目(编号:HL-(18)-SG-027)


Key Technology for Incremental Launching Construction of Double Guide Beam of Steel Box Girder
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(CCCC Second Harbor Engineering Co .,Ltd., Wuhan ,Hubei 430012 , China )

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    摘要:

    该文以宝鸡市钛谷大桥引桥第 6孔跨钢箱梁顶推施工为工程背景,原方案拟采用单导梁多点步履式顶推工艺,在邻孔的预应力钢筋混凝土梁上进行拼装和顶推。因混凝土梁的梁跨中部无法承受顶推点处的集中力,最终决定采用双导梁多点步履式顶推工艺,将顶推点设置在混凝土梁端的横隔板处,通过增加每组顶推设备数量并加大两组顶推点间距,解决了上述问题,并顺利完成了顶推施工。

    Abstract:

    By taking the incremental launching construction of the steel box girder at the 6th hole of the approach bridge of Baoji Taigu Bridge as the engineering background,the original plan adopted single-guide beam multi-point walking incremental launching technology for assembly and incremental launching on the prestressed reinforced concrete beam of the adjacent hole.Since the middle span of the concrete beam cannot withstand the concentrated force at the incremental launching points,the multi-guide beam multi-point walking incremental launching technology was finally used to arrange the incremental launching points at the transverse diaphragm plate of the end of the concrete beam.By increasing the incremental launching equipment number in each group and the spacing between two groups of incremental launching points,the above problems were solved,and incremental launching construction was successfully completed.

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引用本文

孙晓强,岳新兴.钢箱梁双导梁顶推施工关键技术[J].中外公路,2024,44(6):204-212.
SUN Xiaoqiang, YUE Xinxing. Key Technology for Incremental Launching Construction of Double Guide Beam of Steel Box Girder[J]. Journal of China and Foreign Highway,2024,44(6):204-212.

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  • 收稿日期:2024-07-18
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  • 在线发布日期: 2024-12-17
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