摘要
上海港罗泾煤码头的卸船码头采用现浇轨道梁结构,将大部分预应力混凝土桩直接布置在轨道梁下,形成以纵向为主的码头结构,使码头结构适应使用荷载。引桥上部采用跨度为27m的预应力混凝土空心大板结构,提高了施工速度。
Abstract The structure type of cast in situ rail bearers is adopted for the unloading berth of Shanghai Port Luojing Coal Terminal. Most of the prestressed concrete square piles are placed directly under the rail bearers, which forms longitudinal structure of the wharf. This structure type makes the wharf suitable for operation loads. For upper part of the approach trestle, prestressed concrete hollow slabs with span of 27m are adopted , which speeds up the construction.
出处
《水运工程》
北大核心
1999年第1期12-14,共3页
Port & Waterway Engineering