首页> 外国专利> METHOD OF ERECTING PREFABRICATED PRESTRESSED REINFORCED CONCRETE FRAMEWORK OF MULTI-SECTION BUILDING

METHOD OF ERECTING PREFABRICATED PRESTRESSED REINFORCED CONCRETE FRAMEWORK OF MULTI-SECTION BUILDING

机译:多层建筑预制预应力钢筋混凝土框架的安装方法

摘要

FIELD: construction.;SUBSTANCE: method of erecting prefabricated prestressed framework includes erecting columns with through openings, laying flooring slabs in the building framework spans and cable reinforcement for the entire length of the building between the slab rows, passed through the column openings, tensioning the reinforcement and anchoring it on the extreme framework columns with the subsequent monolithing joints between the slabs and the columns with concrete. Between the sections of the building, paired columns are erected with forming expansion joints between them. Between the paired columns in the expansion joints, temporary spacers are installed, and anchor devices with thrust plates are installed on the cable reinforcement, and the reinforcement is tensioned with anchoring it, with the abutment on the extreme and paired columns. Then the cable reinforcement in the expansion joints is cut, and the temporary spacers are dismantled.;EFFECT: technology simplification.;7 dwg
机译:领域:建筑;实体:架设预制预应力框架的方法包括:建立带有通孔的柱子,在建筑框架跨度中铺设楼板以及在楼板排之间穿过建筑物的整个长度的电缆加固,通过柱子开口,张紧加固,然后将其锚固在极限框架柱上,随后在平板和柱之间用混凝土进行整体连接。在建筑物的各部分之间,竖立成对的立柱,并在两立柱之间形成伸缩缝。在伸缩缝中成对的柱子之间,安装临时垫片,并在电缆加强件上安装带推力板的锚固装置,并通过锚固将钢筋拉紧,并在极端和成对的柱子上抵接。然后将伸缩缝中的电缆加强层剪断,并拆除临时垫片。效果:技术简化; 7 dwg

著录项

  • 公开/公告号RU2632829C1

    专利类型

  • 公开/公告日2017-10-10

    原文格式PDF

  • 申请/专利权人 GULADZE TEJMURIZ ILICH;

    申请/专利号RU20160126240

  • 发明设计人 GULADZE TEJMURIZ ILICH;

    申请日2016-06-30

  • 分类号E04B1/22;

  • 国家 RU

  • 入库时间 2022-08-21 13:23:18

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