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1. 发明公开

US20240068249A1 REBAR TIE WIRE WITH BONDED COATING AND METHOD OF MAKING THE SAME 审中-公开
公开(公告)号：US20240068249A1
公开(公告)日：2024-02-29
申请号：US17822270
申请日：2022-08-25
申请人： American Wire Tie, Inc.
发明人： Mark Andrew Burr , Monty W. Shafer , Marc E. De Clerck
IPC分类号： E04G17/07 , E04C5/02
CPC分类号： E04G17/0707 , E04C5/02
摘要： A rebar tie wire, including an inner wire portion including a radially outward facing surface, and a coating arranged on the radially outward facing surface, the coating including high density polyethylene (HDPE), and a bonding agent.

2. 发明授权

US11199014B2 Load-carrying concrete floor structure and method for building the load-carrying concrete floor structure 有权
公开(公告)号：US11199014B2
公开(公告)日：2021-12-14
申请号：US16420365
申请日：2019-05-23
申请人： Reigstad & Associates, Inc.
发明人： Gordon H. Reigstad , Jason G. Reigstad
IPC分类号： E04G23/02 , E04C5/06 , E04B5/04 , E04B5/16 , E04C5/02
摘要： A construction process for enhancing or repairing a concrete floor structure that includes a carbon fiber grid as a reinforcement component is disclosed. The process includes forming a trench at a top surface of the concrete floor structure, and placing a reinforcement material in the formed trench. Then, a concrete bonding agent is applied into the trench. Then, the trench is filled with concrete. As a result, the concrete floor structure is enhanced or repaired to have at least one additional reinforcement component other than the carbon fiber grid.

3. 发明申请

US20190277048A1 LOAD-CARRYING CONCRETE FLOOR STRUCTURE AND METHOD FOR BUILDING THE LOAD-CARRYING CONCRETE FLOOR STRUCTURE 审中-公开
公开(公告)号：US20190277048A1
公开(公告)日：2019-09-12
申请号：US16420365
申请日：2019-05-23
申请人： Reigstad & Associates, Inc.
发明人： Gordon H. REIGSTAD , Jason G. REIGSTAD
IPC分类号： E04G23/02 , E04B5/04 , E04C5/06 , E04C5/02 , E04B5/16
摘要： A construction process for enhancing or repairing a concrete floor structure that includes a carbon fiber grid as a reinforcement component is disclosed. The process includes forming a trench at a top surface of the concrete floor structure, and placing a reinforcement material in the formed trench. Then, a concrete bonding agent is applied into the trench. Then, the trench is filled with concrete. As a result, the concrete floor structure is enhanced or repaired to have at least one additional reinforcement component other than the carbon fiber grid.

4. 发明申请

US20190234087A1 FALL ARREST ANCHOR 审中-公开
公开(公告)号：US20190234087A1
公开(公告)日：2019-08-01
申请号：US16379758
申请日：2019-04-09
申请人： METRO SAFETY RAIL INCORPORATED
发明人： Dean GURTLER , Dale KERMOCIEV
IPC分类号： E04G21/32 , E04H12/22 , E04C5/02 , E04C5/20 , A62B35/00
CPC分类号： E04G21/3223 , A62B35/0056 , A62B35/0068 , E04C5/02 , E04C5/20 , E04H12/2269
摘要： A post anchor is provided for securing a post within a poured concrete slab. The post anchor comprises a socket having a first cavity sized to receive the post therein. A jacket member is adapted to mount over at least a portion of the socket. At least one tensile member is mounted to, and extending from, the jacket member. The jacket and tensile members function to reinforce the socket and to distribute any forces exerted upon the post anchor further into the surrounding concrete. The socket may be provided in a variety of heights, to allow the post anchor to be easily adapted to a variety of slab depths.

5. 发明申请

US20150376902A1 TENSIONABLE THREADED REBAR BOLT 有权
标题翻译：紧固螺纹螺栓
公开(公告)号：US20150376902A1
公开(公告)日：2015-12-31
申请号：US14852048
申请日：2015-09-11
申请人： NUCOR CORPORATION
发明人： Charles D. Wood
IPC分类号： E04C5/02
CPC分类号： E04C5/02 , E21D20/025 , E21D21/004 , E21D21/008
摘要： Embodiments of the present invention include hot-rolled threaded rebar bolts that have a substantially circular core with semi-continuous threads on opposing sides of the rebar bolts. In some embodiments of the invention the shaft is substantially void of longitudinal ribs along at least a portion of the longitudinal area between the first set of threads and the second set of threads of the shaft. The threaded rebar bolt is manufactured in a continuous hot-rolling process to create a threaded rebar shaft with semi-continuous threads and substantially no longitudinal ribs in the longitudinal areas and no additional machining is required to create the threads after the threaded shaft is created from the hot-rolling process.
摘要翻译：本发明的实施例包括热轧螺纹钢筋螺栓，其具有在钢筋螺栓的相对侧上具有半连续螺纹的基本圆形的芯。在本发明的一些实施例中，轴沿着第一组螺纹和第二组螺纹之间的纵向区域的至少一部分基本上没有纵向肋。螺纹钢筋螺栓在连续热轧过程中制造，以在纵向区域中形成具有半连续螺纹和基本上没有纵向肋的螺纹钢筋轴，并且在螺纹轴被创建之后不需要额外的加工来产生螺纹热轧过程。

6. 发明申请

US20050257459A1 Rebar reinforced masonry wall system and method 有权
标题翻译：钢筋混凝土墙体系统及方法
公开(公告)号：US20050257459A1
公开(公告)日：2005-11-24
申请号：US10835477
申请日：2004-04-28
申请人： Douglas Schieffer
发明人： Douglas Schieffer
IPC分类号： B25B9/00 , E04B2/02 , E04C5/02 , E04C5/08 , E04C5/16
CPC分类号： B25B9/00 , E04B2002/0254 , E04C5/02 , E04C5/161 , E04C5/165
摘要： A reinforced masonry wall system includes a foundation and layers of masonry block having aligned vertical openings formed therein. Base reinforcing members are set in the foundation and extend upright at a height approximately the same as the height of a masonry block. Covers are placed on the upper ends of the placed reinforcement members to protect the reinforcement members from falling mortar. The wall is built over the base reinforcement members. When additional vertical members are attached, the cover is removed and the ends of the reinforcing member are cleaned. An elongated reinforcing member is inserted through the aligned openings of the masonry blocks and connected to the previously attached reinforcing member. The process can be repeated to construct a wall of increased height with the reinforcing members connected in an end-to-end configuration. Tools are provided for removing the cover, cleaning the ends of the reinforcing member and tightening the newly placed reinforcing member while avoiding lifting blocks several feet over elevated vertically extending reinforcement members.
摘要翻译：一种加强砌体墙体系统包括一个基础和一层砖石块，其中形成有垂直开口。底座加强件设置在基础上，并以与砖石块高度大致相同的高度直立延伸。盖子放置在放置的加强件的上端，以保护加强件免于落下的砂浆。墙体是建在基础加固件上。当附加的垂直构件被附接时，盖被移除并且加强构件的端部被清洁。细长的加强构件插入通过砖石块的对齐的开口并连接到先前附着的加强构件。可以重复该过程以构建具有以端对端配置连接的加强构件的增加高度的壁。提供了用于移除盖的工具，清洁加强构件的端部并且紧固新放置的加强构件，同时避免在高度竖直延伸的加强构件上的几英尺的提升块。

7. 发明授权

US6101779A Construction unit for a modular building 失效
标题翻译：模块化建筑施工单位
公开(公告)号：US6101779A
公开(公告)日：2000-08-15
申请号：US82248
申请日：1998-05-20
申请人： Gary A. Davenport
发明人： Gary A. Davenport
IPC分类号： E04B1/04 , E04B5/02 , E04B7/20 , E04C3/20 , E04C5/02 , E04C5/06 , E04B5/04
CPC分类号： E04C5/0645 , E04B1/04 , E04B5/04 , E04B7/20 , E04C3/20 , E04C5/02 , E04B1/3483
摘要： A supporting structure for modular building units comprising a pre-cast reinforced pre-insulated concrete slab. The supporting structure is a rectangular multi-bayed structural unit, suitable for use as a floor system or a roof, supported by composite pre-cast concrete beams integrated from the upper surface to the lower surface of the unit. At least a pair of pre-cast reinforced longitudinal beams run parallel to the length of the structure. Pre-cast reinforced composite crossbeams or purlins run in the transverse direction at regular intervals. The beams and purlins have integrated deformed reinforcing bar steel, and may include steel channel bottom reinforcement. An upper reinforcement of wire mesh is provided near the surface, welded to the reinforcing rods at intervals. The steel channel bottom reinforcement includes a plurality of spaced apart upright steel studs welded at regular intervals along the channel. In one embodiment, the beams and purlins create a series of structural recessed bays along the underside of the structure that include rigid polystyrene insulating foam for thermal and sound insulation as well as integral vapor barrier. In another, lower weight embodiment, a nonconcrete central foam core is provided, with a metal wire grid supported on each side of the foam core, with pre-cast perimeter beams and purlins.
摘要翻译：一种用于模块化建筑单元的支撑结构，包括预制加强预绝缘混凝土板。支撑结构是矩形多隔板结构单元，适合用作地板系统或屋顶，由从单元的上表面到下表面集成的复合预制混凝土梁支撑。至少一对预制的加强纵梁与结构的长度平行。预制强化复合横梁或pur条以规则的间隔沿横向延伸。梁和pur条具有集成的变形钢筋，可以包括钢槽底部钢筋。在表面附近设置上网钢丝网，间隔地焊接在钢筋上。钢通道底部加强件包括沿着通道以规则间隔焊接的多个间隔开的直立钢螺柱。在一个实施例中，梁和pur条沿着结构的下侧产生一系列结构凹槽，其包括用于热和隔音的刚性聚苯乙烯绝缘泡沫以及整体蒸汽屏障。在另一个较低重量的实施例中，提供了非混凝土中心泡沫芯，其中金属丝网支撑在泡沫芯的每一侧上，具有预制的周边梁和pur条。

8. 发明授权

US06022469A Repair of corroded reinforcement in concrete using sacrificial anodes 失效
标题翻译：使用牺牲阳极修复混凝土中的腐蚀钢筋
公开(公告)号：US06022469A
公开(公告)日：2000-02-08
申请号：US448586
申请日：1995-08-09
申请人： Christopher L Page
发明人： Christopher L Page
IPC分类号： E04C5/02 , C23F13/00 , C23F13/02
CPC分类号： C23F13/02 , C23F13/06 , C23F13/14 , C23F2201/02 , C23F2213/22
摘要： Reinforcement in concrete is cathodically protected by galvanically connecting a sacrificial anode, such as a zinc or zinc alloy anode, to the reinforcement, and contacting the anode with an electrolyte solution having a pH which is maintained sufficiently high for corrosion of the anode to occur, and for passive film formation on the anode to be avoided. The pH of the electrolyte is preferably at least 0.2 units, and preferably from 0.5 units to more than 1.0 units, above the pH value at which passivity of the anode would occur. The electrolyte may be for example sodium hydroxide or potassium hydroxide but is preferably lithium hydroxide which also acts as an alkali-silica reaction inhibitor.
摘要翻译： PCT No.PCT / GB94 / 01224 Sec。 371日期：1995年8月9日 102（e）日期1995年8月9日PCT提交1994年6月6日PCT公布。公开号WO94 / 29496 日期1994年12月22日混凝土中的增强物通过将牺牲阳极（例如锌或锌合金阳极）电镀连接到增强件而被阴极保护，并且使阳极与电解质溶液接触，所述电解质溶液的pH保持足够高以便腐蚀阳极发生，并且在阳极上形成钝化膜以避免。电解质的pH优选为高于发生阳极无源的pH值的0.2单位，优选为0.5单位至大于1.0单位。电解质可以是例如氢氧化钠或氢氧化钾，但优选也用作碱 - 二氧化硅反应抑制剂的氢氧化锂。

9. 发明授权

US5623798A Device for reducing stress at re-entrant corners of a concrete slab 失效
标题翻译：用于减少混凝土板入口拐角处应力的装置
公开(公告)号：US5623798A
公开(公告)日：1997-04-29
申请号：US543244
申请日：1995-10-13
申请人： Grant Crews , Ben D. Fuller , Michael Caldarone
发明人： Grant Crews , Ben D. Fuller , Michael Caldarone
IPC分类号： B28B11/00 , B28B23/00 , E04C5/02 , E04C5/16 , E04B1/16
CPC分类号： B28B11/00 , B28B23/00 , E04C5/02 , E04C5/16
摘要： A stress reducing device for reducing or eliminating stress cracks in concrete slabs caused by shrinkage stresses at re-entrant corners of the concrete slab and method of use is provided. The stress reducing device is provided with a body member having a first and second leg, each leg having a first and second surface, the first surface of each leg defining an angle in the body member substantially corresponding to the angle of the re-entrant corner in a stem wall and the second surface of the first and second legs cooperating to define an arcuate concrete engaging surface for reducing concentration of stresses in the concrete slab adjacent the re-entrant corner.
摘要翻译：提供了一种用于减少或消除由混凝土板的入口角落处的收缩应力引起的混凝土板中的应力裂纹的应力消除装置及其使用方法。应力降低装置设置有具有第一和第二腿部的主体构件，每个腿部具有第一和第二表面，每个腿部的第一表面在主体构件中限定大致对应于入口角部的角度的角度在杆壁中，第一和第二腿的第二表面协调以限定弓形混凝土接合表面，用于减少邻近入口角的混凝土板中的应力集中。

10. 发明授权

US5216860A Building system for reinforced concrete construction 失效
标题翻译：加固混凝土结构建筑系统
公开(公告)号：US5216860A
公开(公告)日：1993-06-08
申请号：US731747
申请日：1991-07-16
申请人： Donald W. Thomson , Terry W. Seitz
发明人： Donald W. Thomson , Terry W. Seitz
IPC分类号： E04B1/04 , E04C5/02 , E04C5/06
CPC分类号： E04B1/043 , E04C5/02 , E04C5/06
摘要： A building system utilizing outwardly projecting legs on a horizontally or vertically extending purlin to connect with standard stirrups on conventional columns in a rebar assembly. The stirrups are force-fit within the legs of the purlins extending outwardly from the surface of adjoining wall sections such that the rebar and the wall sections are connected in a uniframe construction without welding and a metal form can be fitted around the connection to form a channel into which concrete may be poured to form a unitary structure.
摘要翻译：一种在水平或垂直延伸的pur条上使用向外突出的腿连接到钢筋组件中常规柱上的标准镫骨的建筑系统。箍筋被压配合在从相邻的壁部分的表面向外延伸的pur条的腿部之间，使得钢筋和壁部分以非结构的方式连接而不需要焊接，并且可以在连接件周围安装金属形式以形成可以将混凝土浇注到其中以形成整体结构的通道。

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