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1. 发明申请

US20210293022A1 SUPPORTING BEAM FOR SLAB SYSTEMS, SLAB SYSTEM, AND METHOD FOR THE PRODUCTION THEREOF 有权
公开(公告)号：US20210293022A1
公开(公告)日：2021-09-23
申请号：US17264249
申请日：2019-07-31
申请人： Pfeifer Holding GmbH & Co. KG
发明人： Krzysztof Janczura , Jerzy Derysz
IPC分类号： E04C3/294 , E04C3/20 , E04C5/06 , E04B5/17
摘要： The invention relates to a supporting beam, in particular of composite design, for slab systems, in particular of composite design, wherein the supporting beam extends in a longitudinal direction and has: a support extending in the longitudinal direction, in particular a steel support, which is formed in at least two pieces and has at least two support parts which each extend in the longitudinal direction.

2. 发明授权

US10597871B2 Lifting and leveling insert for a precast concrete slab 有权
公开(公告)号：US10597871B2
公开(公告)日：2020-03-24
申请号：US16430171
申请日：2019-06-03
申请人： Meadow Burke, LLC
发明人： Michael J. Recker , Ronald G. Naumann , Hector G. Ruiz
IPC分类号： E04B5/04 , E04B5/17 , E01C23/10 , E01C5/00 , E01C19/00
摘要： An insert for lifting and leveling a precast concrete slab is provided. The insert includes a sleeve that extends through the concrete slab and has two distinct threaded portions on an inner surface of the sleeve. This configuration allows a lifting bolt to be positioned into an upper end of the sleeve to lift the concrete slab, and a different-sized leveling bolt to be positioned in the sleeve to selectively elevate or raise part of the concrete slab relative to a ground surface.

3. 发明授权

US09677263B2 Composite joist floor system 有权
公开(公告)号：US09677263B2
公开(公告)日：2017-06-13
申请号：US15003665
申请日：2016-01-21
申请人： NUCOR CORPORATION
发明人： Glenn Wayne Studebaker , David Lee Samuelson , Lionel Edward Dayton
IPC分类号： E04B5/00 , E04B1/16 , F16B5/02 , F16B25/00 , F16B25/10 , F16B33/06 , F16B35/04 , E04B5/40 , E04B1/41 , E04C3/08 , E04B5/17 , E04B5/18 , E04B5/32 , E04C3/04
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： Embodiments of the present invention provide systems for connecting a flooring system to a vertical wall. In one embodiment the building structure includes a floor comprising a cementitious slab and a wall supporting at least a portion of the cementitious slab. A plurality of stand-off fasteners extend from the top of the wall into the cementitious slab and are configured to transfer forces between the cementitious slab and the wall. The stand-off fasteners comprise a lower portion and an upper stand-off portion. The lower portion is operatively coupled to the top of the wall, and the upper stand-off portion extends above the top of the wall and is encapsulated within the cementitious slab. In some embodiments, at least a portion of the lower portion is heat treated to a higher degree of hardness relative to the remainder of the stand-off screw.

4. 发明申请

US20160319541A1 CONSTRUCTIVE SYSTEM AND METHOD OF CONSTRUCTION THEREOF 有权
标题翻译：建筑系统及其构造方法
公开(公告)号：US20160319541A1
公开(公告)日：2016-11-03
申请号：US14702359
申请日：2015-05-01
申请人： Elastic Potential, S.L.
发明人： Marc Sanabra
IPC分类号： E04B5/02 , E04C5/08 , E04C2/06 , E04B5/04 , E04B5/17
CPC分类号： E04C5/08 , E04B5/043 , E04B5/06 , E04B5/19 , E04B5/265 , E04B5/48 , E04B2103/02 , E04C3/26
摘要： Constructive system comprising at least four modular elongated prefabricated floor elements, each floor element defining a longitudinal axis parallel to its long side and a transversal axis parallel to its short side, and being arranged coplanar in a 2×2 matrix configuration such that each floor element is adjacent to another element by one of its long sides and adjacent to another of the elements by one of its short sides, the ends of the short sides of the floor elements resting on linear supporting elements, the floor elements comprising in the vertical face of each of the long sides a longitudinal groove having the direction of the longitudinal axis such that a cavity is formed between each pair of adjacent floor elements, the cavities being filled with a grouting, the system including at least one duct extending continuously along the two cavities and a post-tensioned tendon within the duct.
摘要翻译：包括至少四个模块化细长预制地板元件的构造系统，每个底板元件限定平行于其长边的纵向轴线和平行于其短边的横向轴线，并且以2×2矩阵构造共面布置，使得每个底板元件通过其一个长边靠近另一个元件并且通过其短边之一与另一个元件相邻，地板元件的短边的端部搁置在线性支撑元件上，地板元件包括在垂直面每个长边具有纵向轴线的方向，使得在每对相邻的地板元件之间形成空腔，所述空腔填充有灌浆，所述系统包括沿着两个空腔连续延伸的至少一个管道和管道内的后张紧肌腱。

5. 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。

6. 发明申请

US20160230386A1 METHOD AND APPARATUS FOR CONSTRUCTING A CONCRETE STRUCTURE 审中-公开
标题翻译：用于构造混凝土结构的方法和装置
公开(公告)号：US20160230386A1
公开(公告)日：2016-08-11
申请号：US15040130
申请日：2016-02-10
申请人： Tindall Corporation
发明人： Bryant A. ZAVITZ
IPC分类号： E04B5/17 , E04G21/02 , E04C3/293 , E04C3/34
CPC分类号： E04B5/17 , E04B5/38 , E04B5/43 , E04C3/34 , E04C5/0645
摘要： The present invention broadly comprises a method and apparatus for constructing a concrete structure, where one embodiment of apparatus includes a pre-cast concrete component and a poured in place concrete surface supported by the pre-cast concrete component.
摘要翻译：本发明广泛地包括一种用于构造混凝土结构的方法和装置，其中装置的一个实施例包括预制混凝土构件和由预制混凝土构件支撑的倾倒的混凝土表面。

7. 发明申请

US20100115874A1 FLOORING SYSTEM INCLUDING A DRY GLUE 审中-公开
标题翻译：包括干燥玻璃的地板系统
公开(公告)号：US20100115874A1
公开(公告)日：2010-05-13
申请号：US11918874
申请日：2006-07-20
申请人： Magnus Nilsson
发明人： Magnus Nilsson
IPC分类号： E04C2/38 , E04F15/022 , E04B5/17
CPC分类号： C09J5/04 , C08K9/10 , C09J5/00 , C09J2201/622 , C09J2205/102 , C09J2400/303 , E04F15/02 , E04F2201/07
摘要： A flooring system includes a plurality of tongue-and-groove panels, and a preglue. When activated, the preglue has a tensile strength of 7-20 kN/m when measured with a gap less than 0.1 mm and a pull rate of 2 mm/min; a storage stability of at least one year; a low initial tack value; and a set time of at least 45 minutes; as well as a creep strength of between 7 and 20 kN/m, when measured with a gap less than 0.1 mm and a pull rate of 0.02 mm/min.
摘要翻译：地板系统包括多个榫槽面板和前置胶片。当激活时，当具有小于0.1mm的间隙和2mm / min的拉伸速率测量时，该前胶的拉伸强度为7-20kN / m; 储存稳定性至少一年; 初始粘性值低; 至少45分钟的设定时间; 并且当以小于0.1mm的间隙和0.02mm / min的拉伸速度测量时，蠕变强度为7至20kN / m。

8. 发明授权

US3570197A Fascia molding device 失效
标题翻译： FASCIA成型设备
公开(公告)号：US3570197A
公开(公告)日：1971-03-16
申请号：US3570197D
申请日：1969-03-18
申请人： JAMES R NORTH
发明人： NORTH JAMES R
IPC分类号： E04D13/15 , E04F19/06 , E04B1/34 , E04B5/17
CPC分类号： E04D13/15 , E04F19/061
摘要： A FASCIA MOLDING DEVICE ADAPTED FOR SECURING ALONG AN OUTER EDGE OF A BALCONY OR OTHER STRUCTURE PROTRUDING BEYOND A BUILDING EXTERIOR WALL COMPRISING AN ELONGATED BODY PORTION OF PREDETERMINED DECORATIVE CONFIGURATION, AN ELONGATED REARWARDLY INCLINING LIP PORTION SECURED ALONG AN UPPER EDGE OF SAID BODY PORTION, A REARWARDLY EXTENDING FLANGE PORTION SECURED ALONG A LOWER EDGE OF SAID BODY PORTION.

9. 发明授权

US2326361A Building construction 失效
公开(公告)号：US2326361A
公开(公告)日：1943-08-10
申请号：US40784941
申请日：1941-08-22
申请人： LOCK SEAL COMPANY
发明人： JACOBSEN OTTO S
IPC分类号： E04B2/30 , E04B5/17
CPC分类号： E04B5/17 , E04B2/30

10. 发明授权

US11098490B2 Self-lifting concrete form with platform adapted to accommodate horizontal reinforcing steel 有权
公开(公告)号：US11098490B2
公开(公告)日：2021-08-24
申请号：US15598059
申请日：2017-05-17
申请人： Norton Baum
发明人： Norton Baum
IPC分类号： E04G11/28 , E04G17/00 , E04C5/03 , E04B5/32 , E04B5/17
摘要： A forming system includes a frame and two forming walls. The two forming walls are positioned at a distance from each other to define a first vertical wall course. One forming wall is supported by the frame such that the one forming wall can be translated toward or away from the respective other forming wall. The frame can be raised to raise the two forming walls to be positioned to pour a second vertical course on top of the first vertical course. The translation of the one forming wall allows for the pouring of the first vertical course with horizontally extending rebar that extends through the one forming wall outside of the first vertical wall course, to tie in to a subsequently poured floor slab. The translation permits the vertical raising of the one forming wall, without striking the extending rebar, to pour the second vertical course on the first vertical course. A worker's platform is provided that is supported by the frame and vertically movable by raising the frame. The worker's platform is located below the one forming wall on a side of the one forming wall opposite the respective other forming wall and is rollable or pivotal to also clear the extending rebar during raising of the frame.

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