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Composite steel joist/composite beam floor system and steel stud wall systems

机译:复合钢托梁/复合梁楼板系统和钢钉墙系统

摘要

This invention reveals new metal stud perimeter wall and load-bearing wall systems that support, without eccentricity, concrete-topped floors on open-web-steel-joists, deep-profiled composite metal decks and channel-shaped joists and allow upper floor framing to complete before floor concreting; a new composite steel beam for open-web-steel-joist support; a new shear-connection-ready open-web-steel joist; and a new perimeter metal stud wall system that incorporates an in-wall wheel-stopper. The new wall systems incorporate web-perforated studs, and/or web-perforated tracks doubling as concrete closures, and other concrete closure devices. The composite beam incorporates shear connectors protruding through a special web-perforated track fitted with a load-bearing block and cutouts in the legs for open-web-steel-joist support. Unlike composite open-web-steel joists supporting simple-span metal decks, the new shear-connection-ready joist incorporates a flat-topped chord to allow continuous steel deck layout and field-installed shear connectors. The new joists are best used with medium-depth wide-fluted composite floor deck for maximum system efficiency.
机译:本发明揭示了新的金属螺柱周边墙和承重墙系统,其无偏心地支撑开放腹板钢托梁,深型复合金属甲板和槽形托梁上的混凝土顶面,并允许上部地板框架在地板浇筑之前完成;一种新的复合钢梁,用于开放式腹板钢托梁支撑;一个新的剪力连接就绪的开放式腹板钢托梁;以及一个新的周边金属钉墙系统,该系统结合了入墙式车轮制动器。新的墙体系统结合了网眼穿孔的双头螺栓和/或网眼穿孔的履带,并作为混凝土封闭装置和其他混凝土封闭装置加倍。复合梁包括剪力连接器,这些剪力连接器通过特殊的腹板穿孔轨道伸出,该轨道上装有承重块,支腿上的切口用于支撑腹板钢托梁。与支持简单跨度金属甲板的复合式开放式腹板钢托梁不同,新型的剪力连接就绪型托梁采用平顶弦,可实现连续的钢甲板布局和现场安装的剪力连接器。新的托梁最好与中等深度的宽槽复合地板一起使用,以最大程度地提高系统效率。

著录项

  • 公开/公告号US7562500B2

    专利类型

  • 公开/公告日2009-07-21

    原文格式PDF

  • 申请/专利权人 WILFRED WING-CHOW SIU;

    申请/专利号US20050112911

  • 发明设计人 WILFRED WING-CHOW SIU;

    申请日2005-04-25

  • 分类号E04H12/02;

  • 国家 US

  • 入库时间 2022-08-21 19:31:28

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