摘要
文章简单介绍淮安三线船闸在狭窄地形条件下建闸，采用两座船闸中心距６６．５ｍ，多层土锚背拉钢板桩闸室，设置分隔岛以减少两闸灌泄水时的相互影响等特殊措施。
It gives a brief introduction t o the special measures taken in building the third line shiplock of Huan'an under narrow t opographical conditions, i.e., with a centre to centre space of 66.5m between two locks, multi layered earth anchored & back pulled steel sheet piled chamber, and a separation dyke installed t o eliminate the mutual influences between two locks during water filling and emptying.
作者
邹红
ZOU Hong (Planning & Design Institute for Communications of Jiangsu Province, Nanjing 210005, China)
出处
《水运工程》
北大核心
2000年第7期38-41,共4页
Port & Waterway Engineering
关键词
淮安
三线船闸
总平面布置
结构设计
Huai'an
third line shiplock
overall layout
structural design
characteristics
