摘  要：本次设计根据港口地质条件、通货能力要求等，综合分析采用高桩码头结构形式。设计主要包括港口的平面布置和高桩码头结构的内力计算，以及进行必要的稳定性验算。   

码头总长276米，宽31米，顶面标高5.60米。该码头设有一个4万吨泊位，仓库和堆场面积及分布根据货物量决定。本次设计包括码头的平面布置、梁板的设计计算、验算及配筋，桩、桩帽和靠船构件的计算等。码头的平面布置要充分考虑到方便船舶靠泊和装卸及使用和管理的方便等要求。其次的工程是对典型构件进行设计，设计包括面板、纵梁和横梁设计计算、桩的稳定性和承载力验算、桩帽的计算、码头附属设施的选取和靠船构件设计验算等内容，计算过程中，纵梁使用期和横梁采用的是易工软件进行建模计算，其余计算全部手算完成。结构内力计算中对实际作用中可能同时作用在建筑物上的多种荷载，按照最不利的情况进行组合。

关键词：高桩码头，平面布置，横向排架，荷载组合，内力计算，配筋计算

Abstract：This design is based on the port geological conditions, currency capacity requirements, a comprehensive analysis of the use of high-pile terminal structure. The design mainly includes the plane layout of the port and the internal force calculation of the high pile terminal structure, as well as the necessary stability checking.

Terminal length of 276 meters, 31 meters wide, the top elevation of 5.60 meters. The terminal has a 40,000-ton berth, warehouse and yard area and distribution according to the amount of goods determined. The design includes the layout of the pier, the design and calculation of the beam plate, checking and reinforcement, pile, pile cap and ship component calculation. The layout of the pier should take into account the convenience of the ship berthing and handling and the ease of use and management requirements. The design of the project is to design the design, including the design of the panel, the stringer and the beam, the stability of the pile and the calculation of the bearing capacity, the calculation of the pile cap, the selection of the terminal facilities and the calculation of the ship component design. In the process, the use of stringers and beams are easy to use software for modeling calculations, the rest of the calculation of all hands to complete. In the calculation of the internal force of the structure, the various loads that may simultaneously act on the building in the actual action are combined according to the most unfavorable situation.

Key words: High - piled wharf, plane arrangement, horizontal bogie, load combination, internal force calculation, reinforcement calculation

目  录

第一章 绪论 7

1.1港口性质 7

1.2港区划分 8

1.3申夏港区发展现状 8

1.4无锡内河港总体规划 8

1.5生态评价等级 9

1.6结论 9

第二章 设计资料 10

2.1工程概况 10

2.2设计依据 10

2.3工程地理位置 10

2.4自然条件 11

2.4.1 气象 11

2.4.2水文 13

2.4.3  地形、地貌及工程泥沙 16

2.4.4工程地质