摘要
随着设计船型突破20万吨级,天津港码头位置向东部较开敞区域发展,码头前沿波高增大。在专业化散货码头建设过程中,天津港地区传统的高桩梁板结构逐步体现出变形大、整体造价趋高的特点。结合具体工程项目,提出了一种穿插布置墩台结构和梁板结构的新方案。优化后的方案,结构合理,工程造价低、施工方便。
With the design of over 200 000 huge tonners, the wharf position of Tianjin Harbor will definitely be developed to eastern open areas, and therefore, the wave height of wharf apron has to be increased. During the construction of professional hulk cargo wharf, traditional high piled beam-slab structure progressively reflects the characters of great deformation and high cost. Based on the specific engineering projects, this paper puts forward a new program for decorating abutment structure and girder pier structure by alternate. The optimized program has characters of reasonable structure, low cost, convenient construction
出处
《中国港湾建设》
北大核心
2010年第2期18-20,共3页
China Harbour Engineering
关键词
天津港
码头
结构
优化方案
Tianjin Port
wharf
structure
optimized program
