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高墩连续刚构桥0#~1#块托架反力架预压施工技术

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为解决传统的物料堆载预压方式对高墩大跨连续刚构0#~1#块进行加压存在高空作业不安全、难以实施以及复杂性大等问题,以银昆高速新建工程友联红河特大桥高墩连续刚构0#~1#块为例,对预压施工的特点、难点和改进措施进行了分析,并提出了一种适用于高墩大跨连续刚构0#~1#块托架反力架预压施工技术即在桥梁墩顶和墩旁埋设承重托架,并设置观测点和反力架,对托架进行反向荷载预压。此外还需要布设分配梁,以实现荷载的均衡分配。
Preloading Construction Technology of Reaction Frame of 0#~1# Block Bracket of High Pier Continuous Rigid Frame Bridge
In order to solve the problems of unsafe,difficult to implement and complex high-altitude operation in the traditional mate-rial preloading method to pressurize the 0#~1#blocks of high-pier and long-span continuous rigid frame,taking the 0#~1#blocks of high-pier continuous rigid frame of Youlian Honghe Bridge in the new project of Yinkun Expressway as an example,the character-istics,difficulties and improvement measures of preloading construction are analyzed,and a kind of preloading construction technology suitable for the 0#~1#blocks of high-pier and long-span continuous rigid frame is put forward,that is,the load-bearing brackets are buried on the top and side of the bridge pier,and the observation points and reaction frames are set up to carry out reverse load pre-loading on the brackets.In addition,it is necessary to arrange the distribution beam to achieve the balanced distribution of load.

continuous rigid frameload preloadreaction frame

徐青

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中铁二十局集团生产管控督导中心,陕西 西安 710016

连续刚构 荷载预压 反力架

2024

黑龙江交通科技
黑龙江省交通科学研究所,黑龙江省交通科技情报总站

黑龙江交通科技

影响因子:0.977
ISSN:1008-3383
年,卷(期):2024.47(6)
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