摘要
西洋河水库灌溉洞交通桥1#桥柱发生变位倾斜,通过现场检查和计算分析为冰压力所致,采取了复位加固的措施。加固后,经过几年的运行未发现变位倾斜,表明加固处理措施得当。
Deflection inclination is happened in the 1# column of access bridge in Xiyanghe reservoir irrigation hole. Ac- cording to the site inspection and calculation analysis, ice pressure was resulted, project measures and management mea- sures are adopted in the reset of 1# column. After several years of operating, reset inclination are not found, the methods of processing are well done.
出处
《水科学与工程技术》
2013年第2期42-44,共3页
Water Sciences and Engineering Technology
关键词
变位倾斜
原因分析
处理措施
deflection inclination
cause analysis
processing methods
