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Nantong COSCO KHI Ship Engineering Co., Ltd. Terminal Project Design Summary


Elevation of 0m and a 30.00m set up two platforms, respectively; a slope above the natural slope of 15.00m, 15.00m ~ ~ 30.00m between a rock slope is 1:1.8 her, a 30.00m the following 1:1.5; stone weighs 8o ~ 100kg,[link widoczny dla zalogowanych], the maximum thickness of riprap at about 3 to 4 meters. Split by the end of riprap with civilian vessels open hand cast in small as in the construction of a single block of rubble that easy rolling, after local metal cages fitted to throw stones and bags filled gravel. The part of the construction in 99 years to 5 July, a total of riprap about 1200m. , On the southwest corner of outfitting quay length of parts of the range of about 9o meters underwater slope were bottom protection, slope protection, the corner contour point to keep in a 22.00m above. This part of the project after the completion of 99 years has stood the test of the Yangtze River flood, flood after the underwater topographic survey showed that the underwater topography of the site has not changed significantly, proof of the above engineering measures have begun to play a role, stopped further scouring the trend. After the deformation of the upper structure on a regular basis terminals, and regularly observed displacement measurement of underwater terrain. This part of the project after the completion of 99 years has stood the test of the Yangtze River flood, flood after the underwater topographic survey showed that the underwater topography of the site has not changed significantly, proof of the above engineering measures have begun to play a role, stopped further scouring the trend. After the deformation of the upper structure on a regular basis terminals, and regularly observed displacement measurement of underwater terrain. VI Experience 1. Nan of the project scale,[link widoczny dla zalogowanych], irregular surface, the terminal surface of the process equipment and utility pipelines many complicated structure of the force, the underwater terrain is also very unfavorable structural design work on a very high demand. To this end, the designer designed, hospitality, and made many reasonable proposals, based the successful construction and completion of the project made important contributions to use. 2 general layout at the pier, the design considerations will be part of outfitting pier and three approach spans and piers, and 6 as the material was first built for the construction of the plant have made a great contribution and saving considerable funds for construction ; work boat pier and dock pump house water corridor combining full use of the docking port both parts of the site, but also greatly improved the water front dock port conditions. 3. Structural design, depending on the topography and geology prefabricated pile, steel pipe piles, piles and other pile and the pile of different lengths,[link widoczny dla zalogowanych], so that the whole pier foundation construction process was very smooth, a significant reduction in duration. In particular, at both sides of the dock, designed with snow 80o × 813 steel pipe piles, taking into account the complex where water erosion is more serious to be left punch a certain length of pile, proven to be necessary to ensure that r works perfectly safe. 4. Also due to the ship pier suffered significant lateral load, process to be arranged directly in the dock a large number of 200T-level storm bollards, the other heavy-duty crane rail dock area after the diagonal into his platform and terminals, which are to live in the project is less experience,[link widoczny dla zalogowanych], the structure design requirements are high. Structural design using a special fork sizes from different pile pier plus bridging the infrastructure system components,[link widoczny dla zalogowanych], both bear a greater level of load, and it helps the upper part of the arrangements, to ensure the structural integrity, but also to facilitate construction . 5. Early in the construction process of this project, there are some shortcomings, mainly some \type, structural form of bollards, the terminal retaining plate wrapping round bucket, etc., these and the pile, bent may seem insignificant compared to some of the details are often related to whether the owners handy in use, have a direct impact to the owners of the design quality of the impression. and in the early stages of the design process the lack of experience as designers or pay enough attention, often applied to some of the established practices of project design documents or statements not tight, causing misunderstanding or owners certain amount of rework, the design is often more passive. so similar to some of the details of the deal, due to little contact with ordinary, structural designers to do more investigation, can not simply be applied mechanically, in particular, and the construction units and owners to pay an extra pass, control their thoughts, in order to avoid unnecessary trouble. with prince Yu 1 - outfitting quay level, elevation 2. outfitting quay profile 7 · 'll ■ i ■ ● t,' ■ ■ - ■ 々 ■ ■ ● - ■ 't ■ ■ dt ■ a' good day to take series 8 · 'K chu j bar called the trial of mycophenolate carp Guo Yue q_ ■ § .6 o Japan j arsenic arsenic arsenic Pán trial feast twenty c = Mn Once the trial soil