首页> 外国专利> FLOOR PLATE STRUCTURE INCLUDING A STEEL-CONCRETE COMPOSITE BEAM TO REDUCE THE STORY HEIGHT AND A CONSTRUCTION METHOD FOR THE SAME, CAPABLE OF ENHANCING AN INTERNAL FORCE BY THE COMPOSITE ACTION OF PRESTRESSED CONCRETE AND SHAPED STEEL

FLOOR PLATE STRUCTURE INCLUDING A STEEL-CONCRETE COMPOSITE BEAM TO REDUCE THE STORY HEIGHT AND A CONSTRUCTION METHOD FOR THE SAME, CAPABLE OF ENHANCING AN INTERNAL FORCE BY THE COMPOSITE ACTION OF PRESTRESSED CONCRETE AND SHAPED STEEL

机译:包括钢-混凝土组合梁以减小层高的楼板结构及其施工方法,可通过预应力混凝土和异型钢的复合作用来增强内力

摘要

PURPOSE: A floor plate structure including a steel-concrete composite beam to reduce the story height and a construction method for the same are provided to lighten the weight of a steel-concrete composite beam and facilitate the delivery and installment by pouring concrete to the steel-concrete composite beam in the field.;CONSTITUTION: A steel-concrete composite beam to reduce the story height comprises a beam member(110), a strand(130), and a stiffener(150). The beam member comprises upper and lower flanges(111,112) and a web(113). A concrete part(230) is integrally poured on both sides of the web. The steel-concrete composite beam and column are joined. A deck plate(210) is installed on the upper surface of the lower flange. The upper surface of the deck plate is poured with concrete by being embedded with the strand. The strand is tensioned to introduce pre-stress and construction of a floor plate.;COPYRIGHT KIPO 2013
机译:目的:提供一种包括钢-混凝土复合梁以降低楼层高度的地板结构及其施工方法,以减轻钢-混凝土复合梁的重量,并通过将混凝土浇筑到钢中而便于交付和安装。组成:现场,用于减小层高的钢-混凝土复合梁包括梁构件(110),钢绞线(130)和加劲肋(150)。横梁构件包括上下凸缘(111,112)和腹板(113)。混凝土部分(230)一体地倒在腹板的两侧上。钢-混凝土组合梁和柱连接在一起。底板(210)安装在下凸缘的上表面上。盖板的上表面通过嵌入钢绞线而浇筑混凝土。绞线张紧,以引入预应力并构造地板。; COPYRIGHT KIPO 2013

著录项

  • 公开/公告号KR20130044623A

    专利类型

  • 公开/公告日2013-05-03

    原文格式PDF

  • 申请/专利号KR20110108773

  • 发明设计人 KIM DO HWAN;

    申请日2011-10-24

  • 分类号E04C3/293;E04B5/43;

  • 国家 KR

  • 入库时间 2022-08-21 16:27:16

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