首页> 外国专利> Quay structure reinforced pier type erection and method for reinforcement quay structure using pier type erection

Quay structure reinforced pier type erection and method for reinforcement quay structure using pier type erection

机译:Quay结构加强墩型安装和使用码头型架构加强码头结构的方法

摘要

The present invention provides a quay wall reinforcement structure using a pier-type structure that can increase the design load of an existing quay wall so as to accommodate a super-large offshore structure with a load of 50,000 tons or more and 100,000 tons by reinforcing the existing quay wall using a pier-type structure and To a method for reinforcing a quay wall using a pier-type structure, the quay-wall reinforcement structure using a pier-type structure according to the present invention comprises: an existing quay wall structure having an upper surface positioned on the same plane as the existing ground; A plurality of steel pipe piles installed and fixed on the sea side of the existing quay wall structure; a slab provided in a form coupled to the upper end of the steel pipe pile, the upper surface of which is flush with the existing ground and the upper surface of the existing quay wall structure; a first rail support structure and a second rail support structure that are respectively formed at a predetermined height on the existing ground and the upper surface of the slab and provide an installation space for a new rail; a first link beam provided to be mounted on the step portion of the first rail support structure and the second rail support structure; a second link beam provided to be mounted on another step portion of the second rail support structure, the first rail support structure, the first link beam, and a second link beam for loading out ships or offshore structures moving along the second rail support structure; and a new rail formed on the first rail support structure, the first link beam, the second rail support structure, and the second link beam to move the ship or offshore structure.
机译:本发明提供了一种使用码头型结构的码头壁加强结构,其可以增加现有码头壁的设计负荷,以便通过加强载荷(50,000吨)或更长度为100,000吨的超大海上结构现有码头壁使用墩型结构和使用根据本发明的墩型结构的码头壁增强结构来加强码头壁的方法包括:现有码头墙体结构位于与现有地面相同的平面上的上表面;多个钢管桩安装并固定在现有码头墙体结构的海侧;以耦合到钢管桩的上端的形式提供的板坯,其上表面与现有地面和现有码头墙体结构的上表面齐平;第一轨道支撑结构和第二轨道支撑结构,其分别形成在现有地上的预定高度和板的上表面上,并为新轨道提供安装空间;设置为安装在第一轨道支撑结构的台阶和第二轨道支撑结构上的第一连杆光束;设置有用于安装在第二轨道支撑结构的另一台阶部分的第二连杆光束,第一轨道支撑结构,第一连杆梁和第二连杆梁,用于沿着第二轨道支撑结构移动船舶或近海结构;并且在第一轨道支撑结构上形成的新轨道,第一连杆梁,第二轨道支撑结构和第二连杆梁移动船或近海结构。

著录项

  • 公开/公告号KR102262861B1

    专利类型

  • 公开/公告日2021-06-08

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR1020190047220

  • 发明设计人 이혁;강희성;김진흥;조지훈;

    申请日2019-04-23

  • 分类号E02B3/06;B63B35/44;E01D21;E02D27/48;E02D5/28;E02D7;

  • 国家 KR

  • 入库时间 2022-08-24 19:14:39

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