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LANDING PIER STRUCTURE AND ITS CONSTRUCTION METHOD

机译:登陆码头结构及其施工方法

摘要

The present invention relates to a landing pier structure and its construction method, which aims to diversify the column structure due to the prefabricated pile construction method that connects the expansion pile after the construction of the foundation pile, and in particular, the expansion pile by the concrete layer for reinforcement and the PC In order to ensure structural stability while maintaining the integrity of the expansion pile, PC pile cap, PC girder and PC slab by the topping concrete layer as well as increasing the bonding between the pile caps, the foundation pile (10), the expansion pile (20), Filling reinforcement (30), PC pile cap (40), concrete layer for reinforcement (50), PC girder (60), PC slab (70), including the topping concrete layer (80).
机译:登陆墩结构及其施工方法技术领域本发明涉及一种登陆墩结构及其施工方法,其目的在于使通过预制桩的施工方法使立柱结构多样化,该预制桩的施工方法是在基础桩施工后将膨胀桩连接起来,特别是利用混凝土桩的膨胀桩。用于加固和PC的混凝土层为了确保结构稳定性,同时通过覆盖混凝土层来保持膨胀桩,PC桩帽,PC梁和PC板的完整性,以及增加桩帽,基础桩之间的粘结力(10),膨胀桩(20),填充钢筋(30),PC桩帽(40),钢筋混凝土层(50),PC梁(60),PC平板(70),包括顶部混凝土层( 80)。

著录项

  • 公开/公告号KR102166504B1

    专利类型

  • 公开/公告日2020-10-15

    原文格式PDF

  • 申请/专利权人 한국콘크리트산업 주식회사;

    申请/专利号KR20200031740

  • 发明设计人 박용선;

    申请日2020-03-16

  • 分类号E01D15/24;E01D19/02;E01D19/10;E01D21;

  • 国家 KR

  • 入库时间 2022-08-21 11:03:35

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