公开(公告)号：US20170022699A1

公开(公告)日：2017-01-26

申请号：US15302481

申请日：2015-04-07

申请人： NXT Enterprise Pty Ltd

发明人： Matakii O'Goshi LIM

IPC分类号： E04B1/30 ,  E04B1/35 ,  E02D5/56 ,  E02D7/22 ,  E04B1/20 ,  E02D31/10 ,  E04B1/16 ,  E04C5/06 ,  E04B2/84 ,  E04B1/19 ,  E02D5/80 ,  E02D27/12

CPC分类号： E04B1/30 ,  E02D5/56 ,  E02D5/801 ,  E02D7/22 ,  E02D27/12 ,  E02D31/10 ,  E04B1/14 ,  E04B1/165 ,  E04B1/19 ,  E04B1/20 ,  E04B1/3511 ,  E04B2/84 ,  E04B5/328 ,  E04B2001/405 ,  E04C2/296 ,  E04C2/521 ,  E04C5/0604 ,  E04C5/0627 ,  E04C5/0636 ,  E04C5/064 ,  E04C5/065 ,  E04C5/08 ,  E04C5/168 ,  E04C5/203 ,  E04C2002/004

摘要： The invention relates to a system for erecting a building structure, the system comprising a foundation for receiving the building structure, and a plurality of inner and outer walls, roof and floor panels, the panels being adapted to engage each other for defining at least one story of the building structure, wherein the foundation comprises a first section and a second section, the first section being adapted to bear the load of the building structure and the second section being adapted to provide access to the interiors of the building structure.

摘要翻译： 本发明涉及一种用于架设建筑结构的系统，该系统包括用于接收建筑结构的基座，以及多个内壁和外壁，屋顶和地板镶板，所述板适于彼此接合以限定至少一个 该建筑结构的故事，其中基础包括第一部分和第二部分，第一部分适于承受建筑结构的负载，第二部分适于提供进入建筑结构内部的通路。

公开(公告)号：US20140165494A1

公开(公告)日：2014-06-19

申请号：US14114341

申请日：2011-04-29

申请人： Luis Adell Lopez

发明人： Luis Adell Lopez

IPC分类号： E04B2/62 ,  E04C3/08

CPC分类号： E04B2/62 ,  E04B2002/0282 ,  E04C3/08 ,  E04C5/065

摘要： A reinforcement for structural use including two longitudinal bars or plates connected by transverse bars or plates. The end sections of each side of the transverse bars or plates end at the longitudinal bars or plates. The longitudinal bars or plates extend laterally from both ends forming corresponding ending areas where there are no transverse bars or plates between the longitudinal bars or plates. At least two of the ends of the longitudinal bar or plate assembly have an inclined section that switches direction toward the respective end and toward the longitudinal bar or plate facing it, and then a section parallel to the opposing longitudinal bar or plate. The ends of the longitudinal bars or plates include elbows folded inward.

摘要翻译： 用于结构用途的钢筋，包括通过横向杆或板连接的两个纵向杆或板。 横向杆或板的每一侧的端部部分在纵向杆或板上终止。 纵向条或板从两端横向延伸，形成在纵向条或板之间没有横向条或板的相应的末端区域。 纵向杆或板组件的至少两个端部具有倾斜部分，该倾斜部分朝向相应端部朝向相对端部的纵向杆或板，然后是与相对的纵向杆或板平行的部分。 纵向杆或板的端部包括向内折叠的弯头。

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。

公开(公告)号：US20060265993A1

公开(公告)日：2006-11-30

申请号：US11135485

申请日：2005-05-24

申请人： Yung-Chang Yu

发明人： Yung-Chang Yu

IPC分类号： E04B1/18

CPC分类号： E04B5/32 ,  E04C5/065

摘要： A floor structure includes a plurality of parallel steel frames disposed in an upright manner, a plurality of transverse connecting reinforcing steels mounted on the steel frames, and a plurality of wires wound around each of the transverse connecting reinforcing steels and each of the steel frames to connect the transverse connecting reinforcing steels with the steel frames. Thus, the steel frames, the transverse connecting reinforcing steels and the concrete are integrally combined with each other, and each of the steel frames has a height equal to the thickness of the concrete, thereby greatly reinforcing the strength of the whole floor structure.

摘要翻译： 一种地板结构包括多个平行的钢框架，以竖立的方式设置，多个横向连接的钢筋安装在钢框架上，多根钢丝缠绕在每个横向连接钢筋和每个钢框架上， 将横向连接钢筋与钢框架连接起来。 因此，钢框架，横向连接加强钢和混凝土彼此一体地组合，并且每个钢框架的高度等于混凝土的厚度，从而大大增强了整个地板结构的强度。

公开(公告)号：US20060236628A1

公开(公告)日：2006-10-26

申请号：US11112911

申请日：2005-04-25

申请人： Wilfred Siu

发明人： Wilfred Siu

IPC分类号： E04B1/00

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：US07013613B1

公开(公告)日：2006-03-21

申请号：US10630464

申请日：2003-07-30

申请人： Russell A. Boellner ,  David E. Swirnow

发明人： Russell A. Boellner ,  David E. Swirnow

IPC分类号： E04C3/30

CPC分类号： E04C3/294 ,  E04B5/29 ,  E04B5/40 ,  E04C5/065

摘要： A composite slab and joist assembly includes a joist, at least one deck panel on the joist, slab reinforcement above the joist and dock panel, and a slab of concrete formed on the deck panel and joist such that the slab encloses the slab reinforcement and a top portion of the joist. The joist includes a bottom chord, a top chord, and a web affixed therebetween. The top chord has first and second structural angles. The first structural angle has in cross-section a horizontally-extending leg and an upwardly-extending leg meeting at a corner. The second structural angle has in cross-section a horizontally-extending leg and a downwardly-extending leg meeting at a corner. The upper portion of the web is joined to the second structural angle against the downwardly-extending leg.

摘要翻译： 复合板坯和托梁组件包括托梁，托梁上的至少一个甲板板，托梁和船坞板上方的钢板加固件，以及形成在甲板板和托梁上的混凝土板，使得板坯包围板坯加强件和 托梁顶部。 托梁包括底部弦杆，顶部翼弦和固定在其之间的腹板。 顶弦具有第一和第二结构角度。 第一个结构角度的横截面是水平延伸的腿部和向上延伸的腿部，在一个角落处会合。 第二结构角度的横截面是水平延伸的腿部和向下延伸的腿部，其在角落处会合。 腹板的上部与第二结构角度相对于向下延伸的腿连接。

公开(公告)号：US06341456B1

公开(公告)日：2002-01-29

申请号：US09467703

申请日：1999-12-20

申请人： Anton B. Majnaric ,  William M. Bjerke

发明人： Anton B. Majnaric ,  William M. Bjerke

IPC分类号： E04C334

CPC分类号： E04C3/26 ,  E04B5/40 ,  E04C3/34 ,  E04C5/065

摘要： A long-span structure formed in-situ and extending between supporting structures includes at least two form supports extending between the supporting structures. Each end of the form support includes a bearing plate coupled to the adjacent supporting structure. A plurality of form hangers frictionally engage the form supports, wherein each form hanger has upwardly extending hooks. A beam form is carried by the plurality of form hangers and extends the length of each form support. Each beam form has opposed side walls connected by a bottom to form a cavity. Each sidewall has a downwardly extending hook mating with the upwardly extending hooks. A deck is supported by the beam forms with the cavities remaining open. The concrete is receivable at least in the cavities to form the long-span structure.

摘要翻译： 原位形成并且在支撑结构之间延伸的长跨度结构包括在支撑结构之间延伸的至少两个形式支撑件。 形式支撑件的每个端部包括联接到相邻的支撑结构的支承板。 多个成型衣架摩擦地接合形式支撑件，其中每个衣架具有向上延伸的钩子。 梁形式由多个成形衣架承载并且延伸每个形式支撑件的长度。 每个梁形式具有通过底部连接以形成空腔的相对侧壁。 每个侧壁具有与向上延伸的钩配合的向下延伸的钩。 一个平台由梁形支撑着，其中空腔保持打开。 混凝土至少在空腔中可接收以形成长跨度结构。

公开(公告)号：US6006483A

公开(公告)日：1999-12-28

申请号：US30324

申请日：1998-02-25

申请人： Moon-Gon Lee

发明人： Moon-Gon Lee

IPC分类号： E04B5/38 ,  E04B5/40 ,  E04C5/065 ,  E04B1/18 ,  E04B1/20

CPC分类号： E04C5/065 ,  E04B5/38 ,  E04B5/40

摘要： A deck panel for reinforced concrete slabs is disclosed. The deck panel is formed by integrating a plurality of deck girders with a deck plate into a single structure. In each of the deck girders, a single lattice member is welded to upper and lower steel bars. The lattice member has a zigzag configuration with both a plurality of holding rib parts and a plurality of horizontal foot parts. The lattice member is positioned relative to the upper and lower steel bars in a way such that the holding rib parts, individually having a foot part, are alternately positioned on opposite sides of the upper and lower steel bars. A vertical fixing steel bar is welded to each end of the deck girder with both the top end of the fixing steel bar being welded to the upper steel bar and the middle portion of the fixing steel bar being welded to the lower steel bar.

摘要翻译： 公开了一种用于钢筋混凝土板的甲板。 甲板面板通过将多个甲板桁架与甲板组合成单个结构而形成。 在每个甲板桁架中，单个格子构件焊接到上下钢筋上。 格子构件具有锯齿形构造，其具有多个保持肋部分和多个水平脚部部分。 网格构件相对于上下钢筋定位，使得单独具有脚部的保持肋部分交替地位于上下钢筋的相对侧上。 垂直固定钢筋焊接在甲板梁的每一端，固定钢筋的顶端焊接在上钢筋上，固定钢筋的中部焊接在下钢筋上。

公开(公告)号：US5433051A

公开(公告)日：1995-07-18

申请号：US117041

申请日：1993-09-07

申请人： Lennart Johansson

发明人： Lennart Johansson

IPC分类号： E04B1/62 ,  E04C5/065 ,  E04F21/05 ,  E04G21/10 ,  E04B2/00

CPC分类号： E04C5/065 ,  E04F21/05

摘要： A supporting element for use in casting concrete floors on a foundation includes a base member and a distinct top member supported by the base member. The top member has an elongated top sliding plane surface allowing a concrete leveling device to be moved along it. The base member is typically formed of side walls with openings in them, each making approximately the same angle with respect to the top member and being inclined so that they form an angle of about 25.degree.-90.degree. with respect to each other. The base member may form a groove in a central top portion of it, and the top member may be an elongated rail received within the groove. Foot portions connected to the side walls may have level adjustment screws provided in them for adjusting the position of the top sliding plane surface. A flexible barrier may be disposed in the longitudinal volume between the side walls, and clamp elements may engage opposing foot portions to hold the side walls in a predetermined position with respect to each other.

摘要翻译： PCT No.PCT / SE92 / 00142 Sec。 371日期：1993年9月7日 102（e）日期1993年9月7日PCT 1992年3月9日PCT公布。 出版物WO92 / 16701 日本1991年10月1日。用于在基础上铸造混凝土地板的支撑元件包括基部构件和由基座构件支撑的明显的顶部构件。 顶部构件具有细长的顶部滑动平面表面，允许混凝土调平装置沿其移动。 基部构件通常由其中具有开口的侧壁形成，每个侧壁相对于顶部构件形成大致相同的角度并且倾斜使得它们相对于彼此形成约25°-90°的角度。 基部构件可在其中央顶部形成凹槽，并且顶部构件可以是容纳在凹槽内的细长导轨。 连接到侧壁的脚部可以具有设置在其中的水平调节螺钉，用于调节顶部滑动平面的位置。 柔性屏障可以设置在侧壁之间的纵向容积中，并且夹紧元件可以接合相对的脚部以将侧壁相对于彼此保持在预定位置。

公开(公告)号：US5317847A

公开(公告)日：1994-06-07

申请号：US758770

申请日：1991-09-12

申请人： Barry J. Scairono

发明人： Barry J. Scairono

IPC分类号： E04C3/02 ,  E04C3/22 ,  E04C3/29 ,  E04C3/293 ,  E04C5/065 ,  E04C5/16 ,  E04B5/52 ,  E06B1/04

CPC分类号： E04C3/291 ,  E04C3/02 ,  E04C3/22 ,  E04C3/293 ,  E04C5/065 ,  E04C5/16 ,  E04C2003/023

摘要： A steel truss (10) spanning an opening (11) in a load-bearing CMU wall (111) is used as a structural support from which to hang hangers (12) having steel plates (13) on their lower ends. U-blocks (14) are placed on the hangers, and the space (20) between adjacent U-blocks (14) is filled with mortar. After the mortar hardens (typically 24 hours later), the trench formed by the hollow areas (15) in the U-blocks is filled with concrete, thus encasing the steel truss (the height of the truss is less than the distance from the lower interior of the U-blocks to the bottom of the CMUs above the U-blocks) and forming a steel-reinforced structural beam across the opening (11). CMUs (17) are then laid on top of the structural beam to continue the load-bearing wall above the opening.The truss preferably has attached at each end thereof a steel saddle (16) which serves to center the truss in the U-blocks.

摘要翻译： 跨越承载CMU壁（111）中的开口（11）的钢桁架（10）被用作结构支撑件，在其结构支撑件上悬挂在其下端具有钢板（13）的吊架（12）。 U形块（14）被放置在悬挂架上，相邻U形块（14）之间的空间（20）用砂浆填充。 在砂浆硬化（通常24小时后）之后，由U形块中的中空区域（15）形成的沟槽填充有混凝土，从而包围钢桁架（桁架的高度小于距下部的距离 U形块的内部到U形块上方的CMU的底部），并且穿过开口（11）形成钢筋结构梁。 然后将CMU（17）放置在结构梁的顶部上，以在开口上方继续承载壁。 桁架的每个端部优选地连接有用于将桁架定位在U形块中的钢鞍（16）。