天津港集装箱码头结构研究与施工组织设计研究.docVIP

PAGE 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 Beam 摘 要 本次设计地港址是位于天津港东疆港区.码头类型为集装箱码头.根据设计工艺要求,码头总长度为660米,码头前沿停泊水域宽70米,最大可安全地停靠第三代集装箱船.仓库和堆场面积及分布根据货物量决定.码头前沿设计水深13.11米.码头分为10段,每段长63m.前方桩台长30m,后方桩台长38m. 该码头为整体装配梁板式高桩码头.面板采用预制板,搭接在纵梁上.纵梁分为装卸桥轨道梁.一般纵梁和边纵梁,纵梁搭在桩帽上.纵梁按刚性支撑连续梁计算.横向排架间距为7米,横梁采用钢筋混凝土叠合梁.重点部分是横向排架计算,采用桩两端为铰接柔性桩台地计算方法.对横梁.面板进行内力.配筋计算和抗裂验算.桩采用地是预制预应力空心方桩,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 Port.The 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 goods.The front design depth of the pier is 13.11 meters,but just 12.5m 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 using composite 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 MACROBUTTON InsertCrossReference TOC \o 1-3 \h \z \u HYPERLINK \l _Toc265085159 第1章 设计背景 PAGEREF _Toc265085159 \h 1 HYPERLINK \l _Toc265085160 1.1 工程概述 PAGEREF _Toc265085160 \h 1 HYPERLINK \l _Toc265085161 1.2 设计原则 PAGEREF