摘要
上海长江大桥堡镇沙非通航孔承台施工采用钢-混凝土结合型底板、预应力悬吊牛腿的钢吊箱设计。施工过程充分利用潮位特征选择工艺,与传统工艺相比,取得了经济性和实用性具佳的效果,值得借鉴。
In construction of the bearing footing in the non-navigable channel at Baozhen Shoal in Shanghai Yangtze River Bridge Project, a steel hanging box is adopted, with a steel-concrete composite bottom plate and a suspended pre-stressed bracket. By making full use of the tide during construction, more economic and applicable benefits are obtained compared with the traditional art of works.
出处
《中国市政工程》
2007年第A02期82-84,87,共4页
China Municipal Engineering
关键词
桥梁
钢吊箱
钢-混凝土结合
悬吊牛腿
下沉装置
bridge
hanging steel box
steel-concrete composite
suspended bracket
settlement device