首页> 外国专利> CONTINUOUS CONSTRUCTION METHOD FOR PRECAST REINFORCED CONCRETE STRUCTURE AND STEEL-FRAMED STRUCTURE AND PRECAST REINFORCED CONCRETE COLUMN FOR USING THE METHOD

CONTINUOUS CONSTRUCTION METHOD FOR PRECAST REINFORCED CONCRETE STRUCTURE AND STEEL-FRAMED STRUCTURE AND PRECAST REINFORCED CONCRETE COLUMN FOR USING THE METHOD

机译:预应力混凝土结构与钢框架结构及预应力混凝土柱的连续施工方法

摘要

The present invention relates to a method of continuously constructing a precast reinforced concrete structure and a steel structure, the method including a first step of installing a precast reinforced concrete column having a plurality of main beams exposed at an upper portion thereof; a second step of placing a precast reinforced concrete beam on the precast reinforced concrete column; a third step of installing a lower fixing part on the exposed main beam; a fourth step of placing the upper reinforcing bar in the precast reinforced concrete beam; a fifth step of positioning a fixture of the steel structure on the lower fixing part of the exposed main beam and installing the upper fixing part; a sixth step of placing on-site pouring concrete between the precast reinforced concrete beam and the precast reinforced concrete column; and a seventh step of pouring non-shrinkable mortar into a space between the on-site pouring concrete and the fixture of the steel structure. In the third step, the installation height of the lower fixing part is determined such that the on-site pouring concrete is positioned below the fixture of the steel structure. The fixture of the steel structure is installed on the precast reinforced concrete column before on-site pouring of topping concrete of the precast reinforced concrete beam, and thus the precast reinforced concrete structure and the steel structure can be continuously built by means of the same building process and apparatus.
机译:连续建造预制钢筋混凝土结构和钢结构的方法技术领域本发明涉及一种连续建造预制钢筋混凝土结构和钢结构的方法,该方法包括第一步:安装预制钢筋混凝土柱,该预制钢筋混凝土柱的上部暴露出多个主梁。第二步,在钢筋混凝土预制柱上放置钢筋混凝土预制梁;第三步骤,将下部固定部件安装在暴露的主梁上;第四步骤,将上部钢筋放置在预制钢筋混凝土梁中;第五步骤,将钢结构的夹具放置在露出的主梁的下部固定部分上,并安装上部固定部分;第六步,在预制钢筋混凝土梁和预制钢筋混凝土柱之间放置现浇混凝土;第七步,将不可收缩的砂浆倒入现场浇筑的混凝土与钢结构的夹具之间的空间中。在第三步骤中,确定下部固定部分的安装高度,以使现场浇筑的混凝土位于钢结构的固定装置下方。在现场浇筑预制钢筋混凝土梁的浇筑混凝土之前,将钢结构的夹具安装在预制钢筋混凝土柱上,因此,可以通过同一建筑物连续建造预制钢筋混凝土结构和钢结构。工艺和设备。

著录项

  • 公开/公告号KR101947418B1

    专利类型

  • 公开/公告日2019-02-13

    原文格式PDF

  • 申请/专利权人 DONGSU P C.C CO. LTD.;

    申请/专利号KR20180087233

  • 发明设计人 NA KUM OK;

    申请日2018-07-26

  • 分类号E04B1/18;E04B1/21;

  • 国家 KR

  • 入库时间 2022-08-21 11:49:10

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