水科学与工程技术
水科學與工程技術
수과학여공정기술
WATER SCIENCES AND ENGINEERING TECHNOLOGY
2013年
2期
42-43
,共2页
变位倾斜%原因分析%处理措施
變位傾斜%原因分析%處理措施
변위경사%원인분석%처리조시
deflection inclination%cause analysis%processing methods
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.
西洋河水庫灌溉洞交通橋1#橋柱髮生變位傾斜,通過現場檢查和計算分析為冰壓力所緻,採取瞭複位加固的措施.加固後,經過幾年的運行未髮現變位傾斜,錶明加固處理措施得噹.
서양하수고관개동교통교1#교주발생변위경사,통과현장검사화계산분석위빙압력소치,채취료복위가고적조시.가고후,경과궤년적운행미발현변위경사,표명가고처리조시득당.
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.
