公开(公告)号：US07562500B2

公开(公告)日：2009-07-21

申请号：US11112911

申请日：2005-04-25

申请人： Wilfred Wing-Chow Siu

发明人： Wilfred Wing-Chow Siu

IPC分类号： E04H12/02

CPC分类号： E04C5/0645 ,  E04B1/24 ,  E04B5/10 ,  E04B5/40 ,  E04B2001/2481 ,  E04B2001/2484 ,  E04C3/083 ,  E04C5/065

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.

摘要翻译： 本发明揭示了新的金属螺柱外围壁和承重墙系统，其支撑无偏心的开放式钢托梁上的混凝土顶层，深型复合金属甲板和通道形托梁，并允许上层框架 地板混凝土前完成; 用于开放式钢筋托梁支撑的新型复合钢梁; 一种新的剪切连接就绪开放式钢网托梁; 和一个新的周边金属螺柱墙壁系统，其中包含一个内墙轮挡块。 新的墙壁系统包括网状穿孔螺柱和/或作为混凝土盖的加倍的网状穿孔轨道以及其他混凝土闭合装置。 复合梁包括穿过特殊的腹板穿孔轨道突出的剪切连接器，该轨道装配有承载块和用于开放式钢筋托梁支撑的腿中的切口。 不同于支撑简单跨度金属甲板的复合开式钢筋托梁，新的剪切连接式托梁包括平顶弦，以允许连续的钢甲板布局和现场安装的剪切连接器。 新的托梁最适用于中深度宽槽复合地板甲板，以最大限度地提高系统效率。

公开(公告)号：US20090272063A1

公开(公告)日：2009-11-05

申请号：US12505478

申请日：2009-07-18

申请人： Wilfred Wing-Chow Siu

发明人： Wilfred Wing-Chow Siu

IPC分类号： E04C3/04 ,  E04B1/38

CPC分类号： E04C5/0645 ,  E04B1/24 ,  E04B5/10 ,  E04B5/40 ,  E04B2001/2481 ,  E04B2001/2484 ,  E04C3/083 ,  E04C5/065

摘要： The present invention provides 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 be completed before Boor concreting; a composite steel beam, for open-web steel joist support; a new shear-connection-ready open-web steel joist; and a perimeter metal stud wall system that incorporates an in-wall wheel stopper. The 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 cut-outs in the legs for open-web steel joist support. Unlike, composite open-web steel joists supporting simple-span metal decks, the shear-connection-ready joist incorporates a fiat-topped chord to allow continuous steel deck layout and field-installed shear connectors. These joists are best used with, medium-depth wide-fluted composite floor deck for maximum system efficiency.

摘要翻译： 本发明提供金属螺柱周壁和承载壁系统，其不偏心地支撑，开放式钢托梁上的混凝土顶层，深型复合金属甲板和通道形托梁，并允许上层框架为 在布尔混凝土之前完成; 复合钢梁，用于开放式钢筋托梁支撑; 一种新的剪切连接就绪开放式钢筋托梁; 和一个周边的金属螺柱墙系统，其中包含一个内墙轮挡块。 墙壁系统包括网状穿孔螺柱和/或作为混凝土盖的加倍的网状穿孔轨道以及其他混凝土闭合装置。 复合梁包括通过特殊的腹板穿孔轨道突出的剪切连接器，该轨道在开放式钢筋托梁支撑件的腿部中装有承载，挡块和切口。 与支撑简单跨度金属甲板的复合开式钢梁不同，剪切连接式托梁包含平顶翼弦，可连续钢甲板布局和现场安装的剪切连接器。 这些托梁最适用于中深度宽槽复合地板，以最大限度地提高系统效率。