土工基础2024,Vol.38Issue(6) :1079-1084.

承重式加筋土一体化无缝桥台监测方案研究

Monitoring of Geosynthetic Reinforced Soil-Integrated Bridge System

李昊煜 左彬澧 余晓晓
土工基础2024,Vol.38Issue(6) :1079-1084.

承重式加筋土一体化无缝桥台监测方案研究

Monitoring of Geosynthetic Reinforced Soil-Integrated Bridge System

李昊煜 1左彬澧 2余晓晓2
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作者信息

  • 1. 安徽省交通规划设计研究总院股份有限公司,合肥 230088;公路交通节能环保技术交通运输行业研发中心,合肥 230088
  • 2. 同济大学地下建筑与工程系,上海 200092
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摘要

承重式加筋土一体化无缝桥台相较传统桥台具有桥梁减锥坡跨、避免桥头跳车、取消伸缩缝、快速建造和低碳减排的优势,在当前绿色公路、快速施工、品质工程大背景下有非常好的应用和推广价值.结合无岳高速加筋土一体化无缝桥试验工程的监测实践,详细介绍了试验工程的监测目的、内容和监测元器件的选择,总结了现场监测实施情况和注意事项.现场监测对承重式加筋土一体化无缝桥台服役机理研究及性能验证具有重要意义,也为类似工程的监测方案制定和实施提供了借鉴.

Abstract

Compared with the traditional abutments,the GRS-IBS has the advantages of reducing the span length of the bridge superstructure,avoiding the bridge jump,no joints on the bridge,rapid construction and low carbon emission.The structure has received wider applications and promoting values under the current background of promoting green road,accelerated con-struction and improving the quality of engineering.Based on the construction monitoring results of the Wuwei to Yuexi high-speed GRS-IBS abutments,this paper introduces the details of the monitoring purpose,content and selection of monitoring components of the project,and summarizes the implementation and matters for the field monitoring.The field monitoring is of great significance to the study of the working mechanism and the service performance of GRS-IBS,This paper also provides a reference for the monitoring plan design of similar projects.

关键词

承重式加筋土桥台/承重式/无伸缩缝桥梁/监控量测

Key words

GRS-IBS/Load Bearing/Jointless Bridge/Monitoring Measurement

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出版年

2024
土工基础
湖北省土木建筑学会,中国科学院武汉岩土力学研究所,武汉市土木建筑学会

土工基础

影响因子:0.238
ISSN:1004-3152
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