全预制装配式刚构桥一体化架设关键技术
作者简介:
王 敏,硕士,正高级工程师,E-mail:4713810@ qq.com
作者单位:
1.中交第二航务工程局有限公司,湖北武汉 430040; 2.长大桥梁建设施工技术交通行业重点实验室,湖北武汉 430040; 3.交通运输行业交通基础设施智能制造技术研发中心,湖北武汉 430040; 4.中交公路长大桥建设国家工程研究中心有限公司,湖北武汉 430040
基金项目:
? 国家重点研发计划:桥梁建造机器人的智能控制理论与方法 (2021YFF0500904)
摘要:
以某高速公路改扩建工程为背景,提出了一套全预制装配式刚构桥一体化架设快速施工工艺,解决了常规一体化架桥机工效不匹配及传统悬拼工艺工期长的问题,实现了高度城镇化地区该类型桥梁的快速施工。该工艺采用新型一体化架桥机同步安装预制节段梁、墩顶块和预制墩身,且中墩节段梁采用常规悬臂拼装,过渡墩节段梁通过将墩顶块临时固定和布置临时预应力束,将传统边跨半跨悬挂优化为悬臂拼装,从而使得安装工效由 39. 5d /联提高至 32d /联,有效缩短了安装工期,同时降低了对交通、环境的影响。

English:
Based on the reconstruction and expansion project of an expressway, a new integrated construction method of fully prefabricated rigid frame bridge is proposed,which solves the problem of the mismatch of work efficiency of everyworking face in the conventional integrated bridge erecting machine and the problem of long construction period in the traditional process. This method realizes the rapid construction of this type of bridge in highly urbanized areas. In this process, the new integrated bridge erecting machine is used to synchronously install precast segmental beam, pier top block and pier column. At the same time, precast segmental beams near the middle pier are installed by the conventional cantilever assembly method, and the installation method of the precast segmental beams near the transition pier is optimized from the half span suspension assembly method to the cantilever assembly method by temporarily fixing the pier top block and arranging temporary prestressed tendons. This new integrated construction method improves the construction efficiency from 39. 5d / unit to 32d / unit, and reduces the interference to traffic and environment.