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拱上恒载调整的石拱桥加固改造研究
引用本文:王鹏,周建庭.拱上恒载调整的石拱桥加固改造研究[J].重庆交通学院学报,2006,25(B06):12-15.
作者姓名:王鹏  周建庭
作者单位:重庆交通大学,重庆400074
基金项目:重庆市重大科技攻关项目(CSTC2005AA6010);交通部西部交通建设科技项目(200431878518)
摘    要:结合工程实践,通过原理分析,恒载调整内容、幅度和调整工序的介绍,提出了基于拱上恒载调整的石拱桥加固改造技术。加固前后桥梁实测拱轴线变化及加固前后的理论分析比较结果表明,该加固改造技术实用、可靠,可望为我国同类桥梁的加固改造起到积极的借鉴作用.

关 键 词:石拱桥  加固改造  减载  高压灌浆  钢筋砼套箍
收稿时间:2006-06-07

Research on strengthening technology of stone arch bridge based on dead load adjusting of spandrel structure
WANG Peng, ZHOU Jian-ting.Research on strengthening technology of stone arch bridge based on dead load adjusting of spandrel structure[J].Journal of Chongqing Jiaotong University,2006,25(B06):12-15.
Authors:WANG Peng  ZHOU Jian-ting
Institution:Chongqing Jiaotong University, Chongqing 400074, China
Abstract:Reinforced concrete confining method based on dead load adjusting of spandrel structure is expatiated in the paper; besides the engineering measures of dead load adjusting are stated. Through the comparision of the survey of the arch curve variety, the strengthening practice achieves tangible results. The effectiveness shows that the strengthening method is applicable and reliable and it could be a successful practice for repairing and strengthening the similar bridges.
Keywords:stone arch bridge  strengthening  reduction of load  high pressure grouting  reinforced concrete confining
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