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在役桥梁桥面顶推纠偏技术和复位方案

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运营期桥梁常出现上下部结构、支座偏位,偏位产生的原因各不相同,如今PLC同步顶升技术被广泛应用到桥梁纠偏工程中.以广东省梅龙高速公路深度3 号桥为研究案例,对其伸缩缝间距、梁端间距、桥墩垂直度等情况进行分析,确定上部结构纵向滑移程度,分析表明梁底支座未调平和较大的桥梁纵坡为滑移产生的原因,相比盖梁顶推复位方案,桥面顶推复位对桥墩影响小,经比较采用桥面顶推复位、梁底支座调平、安装防滑移装置的措施进行桥梁纠偏,工程完工至今桥梁未见滑移.
In-service Bridge Deck Jacking and Deviation Correction Technology and Reset Scheme
During the operation period,the upper and lower structure and support of the bridge often appear offset,and the causes of the offset are different.Nowadays,PLC synchronous jacking technology is widely used in bridge deviation correction engineering.The No.3 bridge in Meilong Expressway in Guangdong Province as an example,the longitudinal slip degree of the superstructure was determined by analyzing its expansion joint spacing,beam end spacing and pier perpendicularity,etc.After analyzing the unadjusted beam bottom support and the large longitudinal slope of the bridge as the cause of the slip,the effect of bridge deck topside push-back on the pier was less than that of the topside push-back scheme of the cover beam.By comparison,the measures of bridge deck push-back,beam bottom support leveling and installation of anti-slip device are adopted to correct the bridge deviation.the bridge does not slip again since completion of the project.

bridge engineeringbeam slipbridge deck pushingsupport levelinglimit device

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中交第二公路勘察设计研究院有限公司,湖北 武汉 430050

桥梁工程 梁体滑移 桥面顶推 支座调平 限位装置

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(3)
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