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21. 发明申请

US20140339018A1 Safety Barrier Netting System With Rigid Panel Net Supports And Stopper Mechanisms 审中-公开
标题翻译：安全屏障网系统采用刚性面板网支撑和停止机构
公开(公告)号：US20140339018A1
公开(公告)日：2014-11-20
申请号：US14448675
申请日：2014-07-31
申请人： Lawrence Blinn
发明人： Lawrence Blinn
IPC分类号： E04G21/32 , E04H17/16
CPC分类号： E04G21/3266 , E04C2003/0439 , E04C2003/0478 , E04C2003/0491 , E04G21/3223 , E04G21/3247
摘要： A system for substantially enclosing the periphery of a building top with a netting system which is easily and efficiently movable or reconfigurable during the building construction process comprises a lightweight netting system for extending above a completed work area or floor, a strong lightweight structural support system for the netting, wherein the structural support system is vertically adjustable via slidable engagement with brackets attached to the floors which are already completed, provides enhanced safety for workers and for pedestrians below by preventing passage of workers or debris through the netting and enhances efficiency of construction by providing an easily reconfigurable, inexpensive and lightweight system for providing such enhanced safety. The netting structure may be supported by a rigid panel structure which is slidably engaged with vertical support members. Stopper mechanisms may also be provided for retaining the vertical members and panels in place.
摘要翻译：一种用于基本上围绕建筑物顶部的周边的系统，其具有在建筑施工过程中容易且有效地移动或可重新配置的网状系统，其包括用于在完整的工作区域或地板上方延伸的轻质网状系统，强的轻质结构支撑系统，网状结构，其中结构支撑系统通过与附接到已经完成的地板的支架的可滑动接合而可垂直调节，通过防止工人或碎屑通过网来提高工人和下面的行人的安全性，并通过以下方式提高施工效率提供了一种易于重新配置的，便宜的和轻便的系统，用于提供这种增强的安全性。网状结构可以由与垂直支撑构件可滑动地接合的刚性面板结构支撑。还可以提供止动器机构用于将垂直构件和面板保持在适当位置。

22. 发明授权

US08887472B2 Panelized structural system for building construction 有权
标题翻译：建筑施工板结构体系
公开(公告)号：US08887472B2
公开(公告)日：2014-11-18
申请号：US14014690
申请日：2013-08-30
申请人： Patco, LLC
发明人： John Louis Vanker , Michael J. Lastowski
IPC分类号： E04C3/02 , E04B1/19 , E04B1/18 , E04B1/24
CPC分类号： E04C3/08 , E04B1/08 , E04B1/185 , E04B1/1903 , E04B1/24 , E04B2/721 , E04B2001/2415 , E04B2001/2448 , E04B2001/2454 , E04B2001/246 , E04B2001/2472 , E04B2001/2496 , E04B2001/405 , E04C3/32 , E04C3/40 , E04C2003/0491
摘要： A method of constructing a building includes fastening a first structural truss panel to a first structural column. A second structural column is fastened vertically to the first structural column. A second structural truss panel is fastened to the second structural column so that the second structural truss panel is vertically above the first structural truss panel, so that a clearance is defined between the first and second structural truss panels, and so that loads on the structural truss panels are transferred from the first and second structural truss panels to the first and second structural columns and then vertically between the first and second columns. Other construction methods, structural panels, and building sections are also disclosed.
摘要翻译：构造建筑物的方法包括将第一结构桁架板固定到第一结构柱。第二结构柱垂直于第一结构柱。第二结构桁架板被紧固到第二结构柱，使得第二结构桁架板垂直地位于第一结构桁架板的上方，使得在第一和第二结构桁架板之间限定间隙，并且使得结构上的载荷桁架板从第一和第二结构桁架板转移到第一和第二结构柱，然后在第一和第二柱之间垂直地转移。还公开了其他施工方法，结构板和建筑部分。

23. 发明申请

US20140325931A1 APPARATUS AND SYSTEM FOR FORMING A STRUCTURE 审中-公开
标题翻译：用于形成结构的装置和系统
公开(公告)号：US20140325931A1
公开(公告)日：2014-11-06
申请号：US13887105
申请日：2013-05-03
申请人： Gary Robert Prodaniuk
发明人： Gary Robert Prodaniuk
IPC分类号： E04H1/12 , F16B5/06
CPC分类号： E04H1/12 , E04B1/34 , E04C3/11 , E04C3/40 , E04C2003/0491 , E04H1/1205 , E04H15/02 , E04H15/08 , E04H15/18 , E04H15/36 , E04H15/54 , E04H15/644 , E04H2001/1283 , F16B5/06 , F16B5/0692 , F16B7/0433 , F16B7/20 , F16B21/02 , Y10T403/595
摘要： A system for forming a structure around a shipping container, the system includes a plurality of uprights positioned on the ground at a distance from the side of said shipping container. The system also includes a plurality of trusses. Each truss is having top and bottom members extending between proximate and distal ends. The proximate end of each of said top and bottom members having a bore therethrough engageable by a pin connection supported by said shipping container. The said distal ends of said top and bottom members is being engageable with and supported by one of said uprights.
摘要翻译：一种用于在运输集装箱周围形成结构的系统，该系统包括多个立柱，该立柱位于距离所述运输集装箱侧面一定距离的地面上。该系统还包括多个桁架。每个桁架具有在近端和远端之间延伸的顶部和底部构件。每个所述顶部和底部构件的近端具有孔，所述孔可以由由所述运输容器支撑的销连接部接合。所述顶部和底部构件的所述远端可与所述立柱之一接合并由其支撑。

24. 发明授权

US08726606B2 Light steel trusses and truss systems 有权
标题翻译：轻钢桁架和桁架系统
公开(公告)号：US08726606B2
公开(公告)日：2014-05-20
申请号：US12227440
申请日：2007-05-17
申请人： Michael R. Strickland , Douglas M. Fox , Richard Wilson Strickland
发明人： Michael R. Strickland , Douglas M. Fox , Richard Wilson Strickland
IPC分类号： E04B1/18 , E04B5/10 , E04B5/18 , E04C3/02
CPC分类号： E04C3/08 , E04B2001/2415 , E04B2001/2448 , E04B2001/2457 , E04B2001/405 , E04C3/07 , E04C3/11 , E04C2003/0421 , E04C2003/0434 , E04C2003/0473 , E04C2003/0486 , E04C2003/0491
摘要： A truss chord for use in a light steel truss includes a flange portion, a pair of web portions and at least one wing. The flange portion has an end and an end portion. The end portion has a double thickness. The pair of web portions extend substantially orthogonally from the flange portion and are spaced inwardly from the ends of the flange portion. The at least one wing extends outwardly substantially orthogonally from at least one of the pair of web portions. There is provided an alternate embodiment wherein the wing having a plurality of spaced apart holes formed therein. There is also provided a truss web. As well there is a truss which uses the truss chords and truss webs and a truss system which uses a plurality of trusses. In addition there is a mass customization system for the trusses.
摘要翻译：用于轻钢桁架的桁架弦包括凸缘部分，一对腹板部分和至少一个机翼。凸缘部分具有端部和端部。端部具有双重厚度。一对腹板部分从凸缘部分基本正交地延伸并且从凸缘部分的端部向内间隔开。所述至少一个翼从所述一对腹板部分中的至少一个基本正交地向外延伸。提供了替代实施例，其中机翼具有形成在其中的多个间隔开的孔。还提供了一个桁架网。同样有一个桁架使用桁架和弦和桁架腹板和一个使用多个桁架的桁架系统。另外还有一个用于桁架的大规模定制系统。

25. 发明申请

US20140075877A1 Truss System 有权
标题翻译：桁架系统
公开(公告)号：US20140075877A1
公开(公告)日：2014-03-20
申请号：US13836034
申请日：2013-03-15
申请人： BLUESCOPE BUILDINGS NORTH AMERICA, INC.
发明人： Clifford M. Robinson , David Douglas Archer
IPC分类号： E04C3/02
CPC分类号： E04C3/02 , E04C3/08 , E04C2003/0491 , Y10T29/49625 , Y10T403/75
摘要： Disclosed is a truss, having an upper and lower chord member each extending in generally the same longitudinal direction and in spaced apart relation. The truss also includes a plurality of web members each with a first and second end, the web members including a crimped portion at the first and second end with openings disposed therein, wherein the first and second ends and openings of adjacent web members overlap. A lower chord fastening system extends through the lower chord and through the overlapping openings in the first ends of adjacent web members. An upper chord fastening system extends through the upper chord and through the overlapping openings in the second ends of two adjacent web members, wherein a plurality of lower and upper chord fastening systems are utilized across the entire length of the truss.
摘要翻译：公开了一种桁架，其具有上和下弦杆构件，每个弦杆构件大体上沿相同的纵向方向和间隔开的关系延伸。桁架还包括多个腹板构件，每个腹板构件具有第一和第二端，所述腹板构件包括在第一和第二端处的压接部分，其中设置有开口，其中相邻腹板构件的第一和第二端部和开口重叠。下弦音紧固系统延伸穿过下弦并穿过相邻腹板构件的第一端中的重叠开口。上弦音紧固系统延伸穿过上弦并穿过两个相邻腹板构件的第二端中的重叠开口，其中在桁架的整个长度上使用多个下弦和上弦紧固系统。

26. 发明申请

US20140075875A1 WELDLESS BUILDING STRUCTURES 有权
标题翻译：无焊接结构
公开(公告)号：US20140075875A1
公开(公告)日：2014-03-20
申请号：US14022131
申请日：2013-09-09
申请人： ASIA FASTENING (US), INC. , NUCOR CORPORATION
发明人： Lionel E. DAYTON , Richard W. LUKES
IPC分类号： E04B1/19 , E04B1/18
CPC分类号： E04B1/1903 , E04B1/185 , E04B1/24 , E04B1/38 , E04B5/40 , E04B7/024 , E04B2001/2415 , E04B2001/2418 , E04B2001/2439 , E04B2001/2448 , E04B2001/2454 , E04B2001/2457 , E04B2001/2463 , E04B2001/2472 , E04B2001/2484 , E04B2001/2487 , E04B2001/2496 , E04C3/11 , E04C3/40 , E04C2003/026 , E04C2003/0491 , F16B7/18 , F16B7/185 , F16B25/0021 , F16B25/0057 , F16B25/0063 , F16B25/0084 , F16B25/103
摘要： A building structure including a first building member and a second building member may be connected by a plurality of fasteners, each fastener having a head, a threaded portion having a through hardness of between HRB 70 and HRC 40, a thread-forming portion of at least HRC 50 hardness enabling the fastener to form threads in at least the second steel building member, and a fluted lead portion of at least HRC 50 hardness with a nominal diameter between 70 and 95% of major diameter, such that the fastener is capable of providing a ratio of strip torque to thread-forming torque of at least 2.7 and a ratio of strip torque to drive torque greater than 6.0 when the second steel building member having a thickness of 0.25 inch and the fluted lead portion having at least one diameter within nominal diameter between 80 and 98% of major diameter.
摘要翻译：包括第一建筑构件和第二建筑构件的建筑结构可以通过多个紧固件连接，每个紧固件具有头部，具有HRB 70和HRC 40之间的贯穿硬度的螺纹部分，至少HRC 50的硬度使得紧固件能够在至少第二钢结构构件中形成螺纹，以及具有至少HRC 50硬度的具有公称直径在大直径的70和95％之间的带槽的引线部分，使得紧固件能够当第二钢结构构件具有0.25英寸的厚度并且带槽的引线部分具有至少一个直径在内时，提供条带扭矩与线形成扭矩的比率至少为2.7以及带扭矩与驱动扭矩的比大于6.0的比率公称直径在80〜98％之间的大直径。

27. 发明申请

US20140075864A1 TRANSITION ELEMENT FOR CONNECTING A TOWER TO A JACKET 有权
标题翻译：将塔架连接到夹克的过渡元件
公开(公告)号：US20140075864A1
公开(公告)日：2014-03-20
申请号：US14084905
申请日：2013-11-20
申请人： OWEC Tower AS
发明人： Gunnar Foss
IPC分类号： E04H12/16 , E04H12/22
CPC分类号： E04H12/00 , E02B17/0004 , E02B17/027 , E02B2017/0091 , E02D27/425 , E04C2003/0491 , E04C2003/0495 , E04H12/10 , E04H2012/006 , F03D13/20 , F03D13/22 , F05B2240/912 , F05B2240/9121 , F05B2240/913 , Y02E10/728
摘要： A transition element between a jacket having four legs and a tower where the lower portion of the tower is fixed to a torsion plate that is connected to an upper portion of the legs. A brace extends from each leg. Each brace includes a strut. The strut has a first end portion and a second end portion. The strut is fixed to the upper portion of each leg and a plate that is fixed to the tower at a contact portion above the torsion plate. The planar plate is fixed to the tower in the circumferential direction and has a common axis of symmetry with the strut. The plate is fixed to the first end portion of the strut.
摘要翻译：在具有四个腿部的护套和塔架的下部之间的过渡元件固定到连接到腿部的上部的扭转板。大括号从每条腿延伸。每个大括号都包括支柱。支柱具有第一端部和第二端部。支柱固定在每个支腿的上部，并且在扭转板上方的接触部分处固定到塔的板。平板在圆周方向固定在塔上，与支柱具有共同的对称轴。板固定在支柱的第一端部。

28. 发明授权

US08627633B2 Portable modular roof truss system 有权
标题翻译：便携式模块化屋顶桁架系统
公开(公告)号：US08627633B2
公开(公告)日：2014-01-14
申请号：US12822521
申请日：2010-06-24
申请人： Charles J. Davies
发明人： Charles J. Davies
IPC分类号： E04H12/00
CPC分类号： E04B7/022 , E04B1/585 , E04B7/00 , E04C3/02 , E04C3/08 , E04C3/11 , E04C2003/0491 , E04H15/44
摘要： The present invention provides a portable modular roof truss system for creating a symmetric roof. In one embodiment, the portable modular roof truss system comprises a collar, a crossbar, two arms, two connecting members, and a locking mechanism. The arms are elongated hollow cylinders coupled to opposing sides of the hollow cylindrical collar at a predetermined slope. The crossbar is also an elongated cylinder residing parallel to the ground and is coupled to both arms. Each hollow cylindrical connecting member is coupled to the end of an arm, respectively. Finally, the locking mechanism is coupled to the bottom portion of the collar and prevents a roof pole residing therein from moving back and forth. Each connecting member further comprises two apertures residing on opposite sides of the member used to couple the truss system to a variety of truss components (e.g., spacers, clamps, hinges, etc.).
摘要翻译：本发明提供了一种用于产生对称屋顶的便携式模块化屋顶桁架系统。在一个实施例中，便携式模块化屋顶桁架系统包括轴环，横杆，两个臂，两个连接构件和锁定机构。臂是细长的中空圆柱体，以预定的斜率联接到中空圆柱形套环的相对侧。横杆也是平行于地面的细长圆柱体，并连接到两个臂上。每个中空圆柱形连接构件分别联接到臂的端部。最后，锁定机构联接到轴环的底部，并防止驻留在其中的车顶杆前后移动。每个连接构件还包括位于用于将桁架系统耦合到各种桁架部件（例如，间隔件，夹具，铰链等））的构件的相对侧上的两个孔。

29. 发明申请

US20130008112A1 COMPOSITE JOIST FLOOR SYSTEM 审中-公开
公开(公告)号：US20130008112A1
公开(公告)日：2013-01-10
申请号：US13538491
申请日：2012-06-29
申请人： Glenn Wayne Studebaker , David Lee Samuelson , Lionel Edward Dayton
发明人： Glenn Wayne Studebaker , David Lee Samuelson , Lionel Edward Dayton
IPC分类号： E04B5/18 , E04B5/02
CPC分类号： E04B1/165 , E04B1/4157 , E04B5/17 , E04B5/18 , E04B5/40 , E04B2005/173 , E04B2005/176 , E04B2005/322 , E04B2103/02 , E04B2103/06 , E04C3/08 , E04C2003/0491 , F16B5/0275 , F16B25/0031 , F16B25/0094 , F16B25/103 , F16B33/06 , F16B35/048
摘要： The composite joist floor system includes joists supported by supporting members. Corrugated steel decking is positioned over the joists such that the corrugations are substantially perpendicular to the joists. Self-drilling, self-tapping, stand-off screws are spaced along the length of the joist, aligned with the deck corrugations. These stand-off screws provide the required shear transfer between the joist and concrete slab to form a composite floor system. The placed concrete encapsulates the upper non-threaded shank portions of the stand-off screws and the end of the joists. After the concrete has cured, the resultant system comprised of steel joists, steel decking, stand-off screws, and concrete, act together to form a composite system with greater load carrying capacity and less vertical deflection. The stand-off screws connect the joist upper chords to the concrete slab allowing the joist and concrete slab to act as a unit, by transferring shear between the two joined components.

30. 发明授权

US08316621B2 Cold formed roof and columns building structure system 有权
标题翻译：冷成屋顶和立柱建筑结构系统
公开(公告)号：US08316621B2
公开(公告)日：2012-11-27
申请号：US13035973
申请日：2011-02-27
申请人： Kamal Safari Kermanshahi , Haddad Miladi , Abolghasem Rastgoo , Kamran Safari Kermanshahi , Koroush Safari Kermanshahi
发明人： Kamal Safari Kermanshahi , Haddad Miladi , Abolghasem Rastgoo , Kamran Safari Kermanshahi , Koroush Safari Kermanshahi
IPC分类号： E04C3/00
CPC分类号： E04C3/086 , E04C3/09 , E04C2003/0413 , E04C2003/0439 , E04C2003/0452 , E04C2003/0491 , E04D13/1625
摘要： An improved roof structure formed of metal sheet s. The structure comprises a plurality of cold formed columns supported by a concrete foundation, a plurality of cold formed girders supported by the plurality of columns, a plurality of cold formed beams supported by the plurality of girders, a plurality of cold formed open web joists supported by the plurality of beams, and a plurality of polystyrene roof boards supported by the plurality of joists.
摘要翻译：由金属板形成的改进的屋顶结构。该结构包括由混凝土基座支撑的多个冷成型柱，由多个支撑柱支撑的多个冷成形梁，由多个梁支撑的多个冷成形梁，多个冷成形开放卷筒托梁支撑通过多个梁，以及由多个托梁支撑的多个聚苯乙烯屋顶板。

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