目前，烟台港西港区的现有码头年通过能力已不能满足其对成品油的年吞吐量的

目前，烟台港西港区的现有码头年通过能力已不能满足其对成品油的年吞吐量的需求，并且部分码头修建年代久远，已不适应当今发展形势。本设计拟在烟台港西港区修建一座1万吨级成品油码头，其建成后年吞吐量能提高120万吨。
根据所提供的当地水文、地质等相关资料，进行码头平面布置，并将码头结构选定为重力式沉箱结构。本设计针对沉箱码头的结构受力特点及码头受到的各类荷载作用，根据规范初步拟定码头尺寸并将荷载汇总。然后对各效应组合情况进行码头稳定性验算，从而确定较为经济合理的码头结构尺寸；而后对各主要构件承载力进行计算配筋，并按正常使用极限状态下验算构件的最大裂缝开展宽度。在沉箱浮运前，计算沉箱的浮游稳定性，空箱不满足时通过在箱内加水降低重心使之满足，以保证沉箱能够安全的浮运至施工现场。

結果 (英文) 1:

Currently, the capacity of existing terminal in West port of Yantai port years does not meet the annual handling capacity of its oil needs, and part of the terminal building is so old that is no longer relevant to today's developments. This design to be built in the West port area of Yantai port of a 10,000-ton oil terminal, which will complete year after next throughput up to 1.2 million tons.
According to the local hydrological, geological and other related information, Terminal layout and berthing structures selected for gravity caisson structures. This design for mechanical characteristics of the structure of the caisson Wharf and Pier are all types of loads, according to specifications initial setting terminal size and load totals.Stability checking computation and various effect combinations for Terminal to determine more economical terminals size later on the main bearing capacity calculation of reinforced, and by checking serviceability limit state the maximum crack width of the widget. In front of the caisson floating transportation, calculation of caisson floating stability, empty containers are not satisfied by water within the tank lower center of gravity so as to meet in order to ensure the safety of caisson floating transportation to the construction site.

結果 (英文) 2:

Currently, the West Port of Yantai annual capacity of existing terminals can not meet its demand for oil products in throughput, and part of the pier construction old, no longer suited to today's developments. This design intends to build a 10,000-ton oil products terminal in Yantai West Port, which year after completion of the throughput can be increased by 120 million tons.
According to the local hydrology, geology and other related information provided, carried dock layout and pier structures selected for the gravity caisson structure. The design for the structure and mechanical characteristics of various types of loading dock pier caissons suffered, tentatively size and loading dock aggregated according to the specification. Then the effect of various combinations of checking the stability of the situation pier to determine a more economical pier structure size; then to calculate the bearing capacity of the major components of reinforcement, and then checking the maximum crack under normal use limit state members to carry out width. Floating in front of the caisson, floating caisson stability calculation, when empty water tank is not satisfied by lowering the center of gravity so as to meet in order to be able to ensure the safety of the floating caisson transported to the construction site.

結果 (英文) 3:

At present, the existing West Pier of Yantai port through capacity can not meet the annual throughput of refined oil demand, and part of the wharf construction time, can not adapt to the current development situation. This design aims to build a 10000 ton oil terminal in Yantai port West Port, the annual throughput of 1200000 tons can improve. According to the local hydrology, geology and so on. Relevant information provided, the dock layout, and the wharf structure is selected for the Gravity Caisson structure. The structure of the design for the caisson wharf under all kinds of load force characteristics and wharf is, according to the standard initial terminal size and load summary.Then the stability checking terminal on each effect combination, so as to determine the size of wharf structure more reasonable and economic; and then on the main bearing capacity of members are reinforced, and the development of the maximum crack width in serviceability limit state checking component. In the caisson floating, floating stability calculation of caisson, empty is not satisfied by the water in the lower center of gravity to meet, to ensure that the floating caisson can safely to the construction site.