盘锦市二界沟渔港工程 梁板式高桩码头结构
Er JieGou Port Design Beam Piling Wharf Structure
摘 要
本次设计的港址是位于天盘锦市二界沟港区。根据港口的地质条件、通航能力等，采用高桩码头结构。本次设计主要包括码头总平面设计，码头断面形式的确定，还有是码头整体稳定性验算等。
设计中主要包括港口的平面布置和高桩码头的计算。其中港口的平面布置包括平面尺寸、形状、位置、形式；泊位数；以及码头上的各种系船和附属设施的布置与计算。在达到设计要求情况的前提下进行方案优化比选。高桩码头计算是分别对设计高水位、低水位、极端高水位、低水位情况进行验算，然后通过内力组合进行内力计算及配筋。最后通过设计说明书、平面图、结构图，施工图，完成本次的毕业设计。 关键字：高桩码头 ,平面布置图，丹东
关键词： 高桩码头； 结构布置； 横向排架 ，盘锦二界沟
ABSTRACT
The design of the port site is located in Panjin Erjiegou Port. According to the geological conditions and air port, using ability piled wharf structures. This design including wharf total plane design, wharf, and the cross-section form is wharf stability checking, etc.
Design mainly includes the layout and port of piled wharf. One of the ports include planar layout size, shape, location, form, Number of garages, And on the dock and ancillary facilities of the arrangement and calculation. In the design requirements on the premise of scheme optimization. Piled wharfs are calculated respectively on design of high water level, low water, extreme high water level and low water conditions, and then through the internal force calculation combined force calculation and reinforcement. Through the design specifications, drawings, maps, and complete the graduation design. Key word: high-pile piers,layoutplans,
KEY WORDS： piled wharf; Plane Layout; lateral row frame ;Panjin Erjiegou.
目 录
第一章 设计背景 ······················································································································ 2
1.1工程概况 ······················································································································ 2 1.2设计原则 ······················································································································ 2 1.3设计依据 ······················································································································ 2 1.4设计任务 ······················································································································ 2 第2章 设计资料 ······················································································································ 3
2.1地形条件 ······················································································································ 3 2.2气象条件 ······················································································································ 3 2.3水文条件 ······················································································································ 4 2.4泥沙条件 ······················································································································ 5 2.5工程地质及水文地质 ·································································································· 6 2.5.1工程地质条件 ······································································································· 6 2.5.2水文地质条件 ······································································································· 6 2.5.2.1水文地质 ············································································································ 6 2.5.2.2地下水对混凝土侵蚀性分析 ············································································ 6 2.6地震效应 ······················································································································ 6 2.7土的物理力学性质 ······································································································ 6 2.8工程地质评价及建议 ·································································································· 6 第3章 设计成果 ······················································································································ 8
3.1总体设计成果 ·············································································································· 8 3.2结构方案成果 ·············································································································· 8 3.3施工图设计成果 ·········································································································· 8 3.4关键性技术要求 ·········································································································· 8 3.6设计成果评价 ·············································································································· 8 4章 总平面设计 ······················································································································· 9
4.1工程规模 ······················································································································ 9 4.2布置原则 ······················································································································ 9 4.3设计船型 ······················································································································ 9 4.4 码头泊位数的确定 ····································································································· 9 4.5总体尺度 ···················································································································· 11 4.5码头前水域 ················································································································ 12 4.5.1供渔船停靠及装卸所需水域宽度 ····································································· 12
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