摘要
介绍了宜昌长江大桥锚碇大体积混凝土施工防止温度裂缝的主要过程 ,并对各种温控措施及其效果进行了评述 ,证明所采取的措施是行之有效和切合实际的。
The main steps to prevent temperature crack in anchor mound mass concrete of Changjiang River Bridge in Yichang are described, and all kinds of temperature control methods and effect was present. It is proved that the methods are effective and reliable.
出处
《桥梁建设》
EI
CSCD
北大核心
2002年第2期60-63,67,共5页
Bridge Construction
关键词
锚碇
大体积混凝土
温度控制
温度应力
anchor mound
mass concrete
temperature monitoring
temperature stress
