苏州港太仓港区新泾作业区22#件杂货码头结构设计
毕业论文关键词：件杂货；高桩码头；面板
Abstract Taicang Port Area is not only an important part of Shanghai international shipping center, but also the container trunk port, the harbor and the coastline within the scope of the basic sides are straight and flat and stable, flat water, deep water area open stable, extremely advantageous geographical location of the port area, conditions for the development of the port is also called unique, which is believed to be a rare deep-water harbor. Jing new jobs mainly in the area of general cargo transport, the better for the heart of economic development, while improving the layout of the industrial port area, Suzhou economic development has been rapid development. By last few days to collect, Suzhou, Taicang Port to find local meteorological and hydrological data, geological data close to Taicang Port and terminal operators available. When I these data collation and analysis process, this pier has some new knowledge and concepts, and through mutual discussion and the students and teachers to finalize the structural type high - pile. Then we fully considered the plane of the pier and arranged to determine the structure and size of the marina strictly be accurate and reasonable. Second it is to conduct relevant internal force calculation: in the structural design of high-pile wharf whose main workload including load calculations, its panels, rails, track beam design and calculation, and calculation beams Piles Berthing member. Of course, stringers, beams and pile internal force calculation process, the workload is relatively large, by means of relevant engineering software such as structural mechanics solver and easy to work assisted calculations.
Keywords: groceries; high-pile wharf; pane
目录
第一章绪论1
1.1工程背景..1
1.2港区建设意义1
第二章设计资料3
2.1设计船型..3
2.2结构等级..3
2.3水文资料..3
2.3.1基准面及其换算关系3
2.3.2设计水位..3
2.4气象条件..4
2.4.1气温.4
2.4.2降水.4
2.4.3风况.4
2.4.4雾况.5
2.4.5相对湿度..5
2.4.6雷暴.5
2.4.7水流.5
2.5地质条件..6
2.5.1地形地貌..6
2.5.2土体构成与特征..6
2.5.3土体地址条件评价.6
2.6地震烈度..7
第三章码头的平面布置.8
3.1平面布置要求8
3.2吞吐量的预测8
3.3码头前沿底高程..8
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