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Evolution of a Container Terminal Wharf Design at the Port of Long Beach Middle Harbor Terminal

机译:长滩中港码头的集装箱码头码头设计演变

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A modern container wharf is a complex system consisting of: 1. Retention of maintainable water depth at fender line 2. Fenders and bollards 3. Gantry crane support beams and rails 4. Gantry crane power and communications cable anchor vaults and trench system 5. Utility systems to support the vessel, including potable water and shore power (cold-ironing) 6. A deck to support container traffic, out-of-gauge cargo traffic, vessel hatch covers and to provide access to vessels From the project's beginning, the Middle Harbor Terminal (MHT) wharf design attempted to serve the largest vessels likely to call at the terminal during its expected life. But, as has been the case for over 50 years, everything about container vessels and terminal technology remains in a state of change. This paper will show how evolving vessel and crane size-and terminal operating technology-caused details of the wharf design to change during the planning, design, and construction of the MHT wharf. Increasing vessel size and resultant crane size affected the structural design criteria. Changing terminal technology, including automation, affected the crane power requirement and cable size. This paper focuses only on the design changes prompted by increased design vessel and crane size. Many other issues were dealt with and those should be addressed in other papers, including; seismic slope-pile interaction and crane-wharf interaction, bollards and fenders for container vessels of 20000 TEU and larger, pile driving, navigation, crane power supply infrastructure and vessel cold-ironing.
机译:现代的集装箱码头是一个复杂的系统,包括:1.挡泥板管线上可保持水深的保持2.挡泥板和系船柱3.龙门起重机的支撑梁和导轨4.龙门起重机的电源和通信电缆锚定拱顶和沟槽系统5.公用事业支持船舶的系统,包括饮用水和岸上电力(冷熨)6.支撑集装箱运输,超限货物运输,船舱口盖并为船舶提供通道的甲板从项目开始到中期港口码头(MHT)码头的设计试图为预期寿命期间可能停靠码头的最大船只提供服务。但是,就像50多年来一样,关于集装箱船和码头技术的一切都处于变化状态。本文将说明在MHT码头的规划,设计和建造过程中,不断变化的船舶和起重机尺寸以及码头操作技术如何导致码头设计的细节发生变化。船只尺寸的增加和起重机尺寸的增加影响了结构设计标准。不断变化的终端技术,包括自动化,影响了起重机的功率要求和电缆尺寸。本文仅关注因增加设计容器和起重机尺寸而引起的设计更改。还处理了许多其他问题,这些问题应在其他文件中加以解决,包括; 20000 TEU及更大尺寸的集装箱船的抗震斜坡-桩相互作用和起重机-码头相互作用,系船柱和护舷板,打桩,导航,起重机供电基础设施和船体冷熨。

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