摘要
介绍了黄柏河、下牢溪两大桥１６０ｍ钢管混凝土拱转体施工及其施工方案的确定、施工布置、所采取的安全技术措施。
Erection of 160 m steel pipe confining concrete arch spans with rotation method for Huangbohe River Bridge and Xialaoxi Creek Bridge are presented, and construction schemes, arrangements, safety precautions, workmanship, specified tolerance and requirements for closure of arch spans for the aforesaid rotatory erection are also provided.
出处
《桥梁建设》
EI
CSCD
北大核心
1996年第3期4-6,11,共4页
Bridge Construction
关键词
黄柏河大桥
钢管混凝土拱桥
转体施工
Huangbohe river bridge, Xialaoxi creek bridge, steel pipe confining concrete arch span,erection with rotation method
