天津港集装箱码头结构研究设计与施工组织研究设计.doc

东疆港区集装箱码头2号泊位工程设计
梁板式高桩码头结构
Dongjiang Port Container Terminal Berth Design
Beam Piling Wharf Structure
摘要
,码头总长度为660米,码头前沿停泊水域宽70米,,,后方桩台长38m.
,,,,,对桩地承载力进行验算.
关键词: 集装箱; 高桩码头; 结构布置; 横向排架
ABSTRACT
The design of the port site is located in Tianjin Dongjiang type of pier is container terminal. According to the design process requirements,the pier is 660 meters in length ,the water front parkof the pier is 70 meters,calling at maximum security to the third generation of container ships. Warehouse and yard area and volume of distribution of the decision of the front design depth of the pier is meters,but just is required,so not digging it.
The pier assembly as a whole beam piling wharf. Panel is prefabricated panels, overlapping in the longitudinal beam. Stringer into crane beam, the general longitudinal and side rails, rails resting on pile cap. Due to time constraints of the design only to go out and cantilever crane track the specific parts and general longitudinal calculation. Longitudinal support beam by rigid calculation. Transverse distance of 7 meters of reinforced concrete beams posite beam. Personal key part of Transverse using pile hinged at both ends of the calculation method for the specific calculations, see later. Pile with the precast hollow, because the design of the relatively long pile, the pile of reinforced concrete need to do further research, so do not go into detail here, piles of Reinforcement.
KEY WORDS:Container; piled wharf; Plane Layout; lateral row frame
目录
第1章设计背景 1
工程概述 1
设计原则 1
设计依据 1
设计任务 1
第2章设计资料 3
地形条件 3
气象条件 3
水文条件 3
泥沙条件 6
地质条件 6
地震条件 7
荷载条件 7
施工条件 7
第3章设计成果 8