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1. 发明申请

US20190211557A1 Lightweight Structural Panel 审中-公开
公开(公告)号：US20190211557A1
公开(公告)日：2019-07-11
申请号：US15867976
申请日：2018-01-11
申请人： Morteza Moghaddam
发明人： Morteza Moghaddam
IPC分类号： E04C2/284 , E04C2/20 , E04C2/38 , E04B2/84 , E04B2/62 , E04B2/56
CPC分类号： E04C2/284 , E04B1/02 , E04B1/6145 , E04B2/562 , E04B2/62 , E04B2/845 , E04B5/04 , E04C2/044 , E04C2/06 , E04C2/205 , E04C2/22 , E04C2/384 , E04C5/017 , E04C5/0627 , E04C2003/0491
摘要： A structural panel for building construction includes a series of truss members, and accompanying sinusoidal support elements in welded communication and enclosed in a planarly extended foam layer. Together, the structural panel allows for easy and efficient off-site assembly, which creates a lightweight panel with an increased weight-bearing capacity using inexpensive and versatile materials.

2. 发明申请

US20180058070A1 PRE-STRESSED BEAMS OR PANELS 审中-公开
公开(公告)号：US20180058070A1
公开(公告)日：2018-03-01
申请号：US15590304
申请日：2017-05-09
申请人： UNIVERSITY OF CANTERBURY
发明人： Alessandro Palermo , Stefano Pampanin
IPC分类号： E04C3/26 , E04C5/12 , E04C2/10 , E04B1/14 , E04B1/22 , E04B1/30 , E04C3/29 , E04C2/42 , E04C2/38 , E04C2/28 , E04C2/26 , E04B1/06 , E04C1/40 , E04B5/23 , E04B5/12 , E04C3/18 , E04B5/04 , E04C5/08
CPC分类号： E04C3/26 , E04B1/06 , E04B1/14 , E04B1/22 , E04B1/30 , E04B5/04 , E04B5/12 , E04B5/23 , E04B2005/232 , E04C1/40 , E04C2/10 , E04C2/26 , E04C2/28 , E04C2/38 , E04C2/42 , E04C3/18 , E04C3/29 , E04C5/08 , E04C5/12
摘要： A method of manufacturing a pre-stressed beam or panel and the resulting beam or panel are described. The method includes providing a timber-based component (1); providing a pre-stressing member (9) arranged along the timber-based component; applying a tensile force to the pre-stressing member (9); providing concrete anchors (11a, 11b) at locations that are spaced apart along the timber-based component (1); coupling the pre-stressing member (9) to the concrete anchors (11a, 11b); and releasing the tensile force on the pre-stressing member (9) to transfer a compressive force to the timber-based component (1) through the concrete anchors (11a, 11b) to form a pre-stressed beam or panel.

3. 发明授权

US09903119B2 Flange-to-flange connection of precast concrete members 有权
公开(公告)号：US09903119B2
公开(公告)日：2018-02-27
申请号：US15139173
申请日：2016-04-26
申请人： e.Construct.USA, LLC
发明人： Maher K. Tadros , Amgad F. Morgan-Girgis
IPC分类号： E04C3/00 , E04C5/16 , E04H6/08 , E04H15/62 , E04C3/20 , E04B5/04
CPC分类号： E04C5/162 , E04B5/04 , E04C3/20 , E04H6/08 , E04H15/62
摘要： Flange-to-flange connectors and construction methods using such connectors are disclosed. The connector may include a first and second anchored plates secured to a first and second sets of anchoring bars. The connector may also include a first and second alignment plates configured to mate with the first and second anchored plates. The connector may further include at least one shim configured to be positioned between the first and second anchored plates. A bolt may be configured to secure the first and second alignment plates with the first and second anchored plates, respectively, and when the bolt is tightened, the bolt pulls the first and second alignment plates and the first and second anchored plates together to form a rigid connection, which may eliminate the need to form and cure concrete at job sites, allowing the time, cost, and construction complexity to be reduced significantly compared to conventional connection systems.

4. 发明申请

US20170241139A1 Adjustable Dap Assembly 审中-公开
公开(公告)号：US20170241139A1
公开(公告)日：2017-08-24
申请号：US15436803
申请日：2017-02-18
申请人： Edwin Moyano
发明人： Edwin Moyano
IPC分类号： E04C5/06 , E04B5/04 , E04B1/06
CPC分类号： E04C5/06 , E04B1/043 , E04B1/06 , E04B5/04 , E04C5/0645
摘要： A vertically adjustable steel reinforcing assembly, especially adapted for effective use with dapped beam ends. The reinforcing assembly includes an upper assembly and a lower assembly. Running vertically through the center of each of the assemblies are aligning pin holes. Assembly is configured at the time of casting to accommodate most recent dap design.

5. 发明申请

US20160340902A1 POST-TENSION CONCRETE LEAVE OUT SPLICING SYSTEM AND METHOD 有权
公开(公告)号：US20160340902A1
公开(公告)日：2016-11-24
申请号：US15231178
申请日：2016-08-08
申请人： REIGSTAD & ASSOCIATES, INC.
发明人： Gordon H. REIGSTAD
IPC分类号： E04C5/08 , E04C5/06 , E04B5/32
CPC分类号： E04C5/165 , E04B5/023 , E04B5/04 , E04B5/32 , E04B2005/176 , E04B2005/324 , E04B2103/02 , E04C5/0645
摘要： Devices, systems, and methods for constructing post-tensioned concrete slabs in a new floor construction that has a reduced gap distance between the slabs. The devices, systems, and methods can improve project construction time by reducing the time delay in accessing the floor underneath the slabs due to safety and/or weather conditions.

6. 发明授权

US09469987B2 Panel lifting process 有权
标题翻译：面板提升过程
公开(公告)号：US09469987B2
公开(公告)日：2016-10-18
申请号：US14827770
申请日：2015-08-17
申请人： Robert D Finfrock , Allen R Finfrock
发明人： Robert D Finfrock , Allen R Finfrock
IPC分类号： E04G21/14 , E04B5/04 , B66F9/00 , B66C1/14 , B66C1/10 , E04G21/16 , E04B5/10
CPC分类号： E04B5/04 , B66C1/10 , B66C1/14 , B66F9/00 , E04B5/10 , E04B2103/02 , E04B2103/06 , E04G21/142 , E04G21/147 , E04G21/167
摘要： This invention relates to a process for the lifting of a dual concrete panel composite truss and especially to the process of lifting of a composite truss having a pair of spaced apart prestressed concrete panels. A lifting assembly can be rolled on the surface of a generally flat concrete panel to position a plurality of sling hooks for connection to a plurality of said lifting eye members on the generally flat concrete panel for lifting the concrete panel.
摘要翻译：本发明涉及一种用于提升双混凝土板复合桁架的方法，特别涉及提升具有一对间隔开的预应力混凝土板的复合桁架的方法。提升组件可以在大体上平坦的混凝土面板的表面上滚动以定位多个吊钩，用于连接到大体上平坦的混凝土面板上的多个所述提升眼部件，用于提升混凝土面板。

7. 发明申请

US20160251853A1 CONCRETE DECK FOR AN INTEGRATED BUILDING SYSTEM ASSEMBLY PLATFORM 审中-公开
标题翻译：一体化建筑系统装配平台的混凝土结构
公开(公告)号：US20160251853A1
公开(公告)日：2016-09-01
申请号：US15148546
申请日：2016-05-06
申请人： Aditazz, Inc.
发明人： Zigmund Rubel , Donald Foldenauer , Sungmin Kim
IPC分类号： E04B5/14 , E04B5/02 , E04B5/44 , E04B5/17 , E04B5/04 , E04B5/10
CPC分类号： E04B5/14 , E04B1/24 , E04B5/023 , E04B5/04 , E04B5/10 , E04B5/17 , E04B5/44 , E04B2001/2424 , E04B2001/2442 , E04B2001/2454 , E04B2001/2484 , E04B2005/176 , E04C2/06 , E04C5/04 , E04C5/16
摘要： Embodiments of a method for constructing a floor in a steel framed building are disclosed. In an embodiment, the method includes placing a modular concrete deck platform on horizontal beams and girders of a steel framed building, the modular concrete deck platform having a perimeter shape that corresponds to dimensions of a bay of the steel framed building. Shear connector openings located on the sides of the modular concrete deck expose a portion of the top surface. The shear connector openings are recesses on side surfaces of the modular concrete deck platform and a shear connector rebar extends out of each shear connector opening. The method further includes, after the modular concrete deck platform is placed on the horizontal beams and girders, attaching shear connections to the horizontal beams and girders of the steel framed building in the exposed portion of the top surface and within the closed loop.
摘要翻译：公开了一种用于在钢结构建筑物中构造地板的方法的实施例。在一个实施例中，该方法包括将模块化混凝土甲板平台放置在钢结构建筑物的水平梁和桁架上，该模块化混凝土甲板平台具有对应于钢框架建筑物的间隔的尺寸的周边形状。位于模块化混凝土甲板侧面的剪切连接器开口暴露了顶部表面的一部分。剪切连接器开口是在模块化混凝土甲板平台的侧表面上的凹槽，并且剪切连接器钢筋从每个剪切连接器开口延伸出来。该方法还包括在模块化混凝土甲板平台放置在水平梁和桁架上之后，将附接的剪切连接件连接到钢框架建筑物的水平梁和梁的顶部表面的暴露部分中并在闭环内。

8. 发明申请

US20160201343A1 PANEL LIFTING PROCESS 审中-公开
标题翻译：面板提升过程
公开(公告)号：US20160201343A1
公开(公告)日：2016-07-14
申请号：US14827770
申请日：2015-08-17
申请人： Robert D. Finfrock , Allen R. Finfrock
发明人： Robert D. Finfrock , Allen R. Finfrock
IPC分类号： E04G21/16 , E04G21/14 , B66C1/14
CPC分类号： E04B5/04 , B66C1/10 , B66C1/14 , B66F9/00 , E04B5/10 , E04B2103/02 , E04B2103/06 , E04G21/142 , E04G21/147 , E04G21/167
摘要： This invention relates to a process for the lifting of a dual concrete panel composite truss and especially to the process of lifting of a composite truss having a pair of spaced apart prestressed concrete panels. A lifting assembly can be rolled on the surface of a generally flat concrete panel to position a plurality of sling hooks for connection to a plurality of said lifting eye members on the generally flat concrete panel for lifting the concrete panel.
摘要翻译：本发明涉及一种用于提升双混凝土板复合桁架的方法，特别涉及提升具有一对间隔开的预应力混凝土板的复合桁架的方法。提升组件可以在大体上平坦的混凝土面板的表面上滚动以定位多个吊钩，用于连接到大体上平坦的混凝土面板上的多个所述提升眼部件，用于提升混凝土面板。

9. 发明申请

US20160194876A1 BUILDING COMPONENT 审中-公开
标题翻译：建筑组件
公开(公告)号：US20160194876A1
公开(公告)日：2016-07-07
申请号：US14905285
申请日：2014-03-06
申请人： Philip David FAIGEN
发明人： Philip David FAIGEN
IPC分类号： E04B5/02 , E04C2/52 , E04B2/00 , E04B1/64 , E04D13/00
CPC分类号： E04C2/50 , E04B1/04 , E04B1/64 , E04B2/26 , E04B5/04 , E04B5/36 , E04B5/48 , E04B7/20 , E04C2/46 , E04C2/528 , E04D13/00 , E04F10/08 , E04F10/10 , E06B9/04 , E06B2009/005
摘要： A building component has first and second parallel and spaced apart edges, a first panel portion and first and second members. The first and second members are located on the same side of the first panel portion. The members extend along the first and second edges. A second panel portion is demountably connected to the first panel portion in a face to face relationship. This creates a plurality of cavities within the building component. A plurality of holes is formed in the component to enable passage of services such as electricity, gas and water through the component.
摘要翻译：建筑构件具有第一和第二平行和间隔开的边缘，第一面板部分和第一和第二构件。第一和第二构件位于第一面板部分的同一侧。构件沿着第一和第二边缘延伸。第二面板部分以面对面的关系可拆卸地连接到第一面板部分。这在建筑部件内产生多个空腔。在该部件中形成多个孔，以使诸如电力，气体和水的服务能够通过部件。

10. 发明授权

US09243398B2 Modular building system for constructing multi-story buildings 有权
标题翻译：用于建设多层建筑的模块化建筑系统
公开(公告)号：US09243398B2
公开(公告)日：2016-01-26
申请号：US14531637
申请日：2014-11-03
申请人： Barnet L. Liberman
发明人： Barnet L. Liberman
IPC分类号： E04H1/00 , E04G21/14 , E04B1/348 , E04B5/04 , E04B1/343 , E04B1/48 , E04F17/00
CPC分类号： E04B1/34823 , E04B1/34331 , E04B1/34384 , E04B1/48 , E04B1/483 , E04B5/04 , E04B2001/34892 , E04F17/005 , E04G21/14 , E04G21/142
摘要： A modular building system for constructing a multi-story building includes prefabricated modular units. Each modular unit includes a horizontal slab for forming a floor/ceiling of the building, a joist extending horizontally along a first edge of the slab, the joist extending below the slab and extending horizontally beyond the first edge of the slab to form a receiving lip, columns positioned on top of the slab along the first edge, and connectors installed in cavities formed in the unit. A floor of the multi-story building is formed by arranging the modular units so that the slab of a first modular unit is positioned on the receiving lip of a second modular unit. An additional floor of the multi-story building is formed by arranging the modular units so that the joist portion of an upper modular unit is positioned on the columns of a lower modular unit.
摘要翻译：用于构建多层建筑的模块化建筑系统包括预制模块单元。每个模块单元包括用于形成建筑物的地板/天花板的水平板，沿着板坯的第一边缘水平延伸的托梁，托梁延伸到板坯的下方并且水平地延伸超过板坯的第一边缘以形成接收唇缘，沿着第一边缘位于板的顶部上的柱，以及安装在单元中形成的空腔中的连接器。多层建筑的地板通过布置模块单元而形成，使得第一模块单元的板被定位在第二模块单元的接收唇上。多层建筑的附加楼层是通过布置模块单元形成的，使得上模块单元的托梁部分位于下模块单元的列上。

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