文档介绍：摘要
本次设计对3000万吨级专用煤炭的设计,码头位于青岛港黄岛港区,用于煤炭出口。港区位于山东半岛南岸的胶州湾内,是太平洋西海岸重要的国际贸易口岸和海上运输枢纽。港内水域宽且深,四季通航,港湾口小腹大,港区自然条件优越,水域不冻、海上航线发达,是我面设计,包括码头岸线长度、水域尺度、堆场布置等的确定,以及生产辅助区和生活办公区的规模确定。对码头平面布置进行方案比选,根据经济和可行性原则,最后选用方案一。根据货物特性进行码头装卸工艺布置。
码头水工结构设计,根据设计资料和施工技术条件,确定为重力式沉箱结构型式。初步确定沉箱的尺寸和沉箱内前后格仓的填石高度,进行结构优化,最后确定结构的基本尺寸。对码头进行抗倾、抗滑稳定性验算和基床承载力验算。
对码头的主体结构即水工建筑物部分进行投资估算。
关键词:青岛港;平面设计;结构设计;沉箱结构;
ABSTRACT
This design for the 30-million-ton Coal Terminal is located in the Huangdao harbor area in Qingdao Port. This port is located in the Jiaozhou Bay on the south bank of Shandong is important transportation junction on the west coast of is an excellent port in our country for its wide and deep water,no frozen and navigation is valailable anytime in a year and its sea routes is developed.
The general layout of this port include length of the coast,the size of the water area,the layout of the yard,the size of the office and living handing technology will be designed by the will choose a better scheme according to the feasibility an economics.
According to the design calculation an construction technology,we choose the structure design include the determination size of caisson and the height of the rockfill in will take the optimization after the calculation and determine the final size and so we will check the toppling stability ,stability against sliding and the bearing capacity of foundation.
Keywords: Qingdao Port; Graphic Design; Architectural Design; Caisson Structure
目录
摘要 Ⅰ
ABSTRACT Ⅱ
第1章绪论 1
1
设计背景 1
设计要求 2
目的及意义 2
设计思路和设计成果 2
设计方法 2
设计成果 2
第2章自然条件 3
地理位置 3
水文气象 3
潮汐 3
气温 3
降雨 3
雾况 4
风况 4
波浪 4
地址条件 5
地形特征 5
地貌特征 5
土层 5
地基承载力 5
土体液化特性 6
工区场地特征 6
吞吐量资料 6
设计船型 6
本章小结 7
第3章总平面设计 8
总平面布置原则 8
码头高程确定 8
码头设计水位 8
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