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Underground constructure form system for preventing concretes of underground slab and girder from crack

机译:防止地下混凝土板梁开裂的地下结构模板系统

摘要

PURPOSE: A construction method of an underground structure for preventing concrete of an underground slab and a girder from being cracked is provided to prevent concrete from being cracked by forming a mechanism capable of freely dealing with expansion and shrink. CONSTITUTION: A construction method of an underground structure for preventing concrete of an underground slab and a girder from being cracked is as follows. A retaining wall is built by hammering an H-pile(2). A shear connector is welded in the top end of the H-pile. A first floor slab(6), which comprises a cap beam(6a), is built. A part of the shear connector is buried in the cap beam. A wall girder and a slab are hung on the bottom end of the shear connector. Spacers(12) are installed in contact parts of the retaining wall and the wall girder. The construction is repeated up to a desired underground slab.
机译:目的:提供一种用于防止地下平板和大梁的混凝土开裂的地下结构的施工方法,以通过形成能够自由应对膨胀和收缩的机制来防止混凝土开裂。构成:一种防止地下平板和大梁混凝土开裂的地下结构的施工方法如下。通过锤击H形桩(2)来建造挡土墙。剪力连接器焊接在H形桩的顶端。建造包括顶梁(6a)的第一楼板(6)。剪切连接器的一部分埋在顶梁中。剪力连接器底端悬挂有一个墙梁和一个平板。隔板(12)安装在挡土墙和墙梁的接触部分。重复施工直至所需的地下平板。

著录项

  • 公开/公告号KR101027921B1

    专利类型

  • 公开/公告日2011-04-12

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20080095482

  • 发明设计人 이승환;이동희;

    申请日2008-09-29

  • 分类号E02D29/045;E21D9/04;

  • 国家 KR

  • 入库时间 2022-08-21 17:50:22

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