简析大质量盖梁分节段预制安装施工与安全验算
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10.16799/j.cnki.csdqyfh.2022.06.042

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    摘要:

    基于缩短工期、便于施工、降低交通影响、环境保护等目的,越来越多的城市高速公路或市政高架桥梁工程青睐于采用分节段安装大尺寸、大质量预制盖梁。当采用钢扁担联合螺纹钢筋固定工艺安装“浦星公路跨芦恒路节点改造新建工程”580t盖梁P1时,不仅各项安全指标验算结果表明该工艺可靠,而且实施效果较佳,较计划工期提前。该工艺可行性较强,既是对目前湿接法工艺的补充和完善,也为同行业者提供一定的参考与借鉴。

    Abstract:

    in order to shorten the construction period, facilitate construction, reduce traffic impact, protect environment, and so on, segmental installation technology of precast cap beams which are large size or large quality are favored by more and more urban expressway or municipal viaduct projects. By using steel shoulder pole combined with screw reinforcement fixation technology, the cap beam P1 in node reconstruction new project of Puxing highway crossing Luheng road which weighs 580t is installed,not only the checking calculation results of various safety indexes show that the technology is reliable, but also the implementation effect is good,and ahead of schedule. The process is much feasible, which is not only a supplement and improvement to the current wet joining process, but also a reference for the counterparts in this field.

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引用本文

吴连盛.简析大质量盖梁分节段预制安装施工与安全验算[J].城市道桥与防洪,2022,(6):159-162.

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历史
  • 收稿日期:2022-02-15
  • 最后修改日期:2022-05-15
  • 录用日期:2022-04-20
  • 在线发布日期: 2022-07-17
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