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71. 发明申请

WO2005121470A1 SISTEMA DE CONSTRUCCIÓN DE SUELOS DE FORJADOS PLANOS UNIDIRECCIONALES Y BIDIRECCIONALES 审中-公开
标题翻译：建造单向和双向平铺锻造的建筑物系统
公开(公告)号：WO2005121470A1
公开(公告)日：2005-12-22
申请号：PCT/ES2005/000323
申请日：2005-06-07
申请人： MIMENZA LARRACOECHEA, Ramón
发明人： MIMENZA LARRACOECHEA, Ramón
IPC分类号： E04C5/065
CPC分类号： E04C5/0645 , E04C5/065
摘要： El sistema permite ejecutar vigas planas “in situ” para forjados planos unidireccionales y bidireccionales, comprendiendo armaduras de redondos corrugados (1) y estribos electro-soldados (2), abiertos en la parte superior en forma de “U”. Concretamente, las vigas compuestas planas utilizan en su ejecución armaduras constituidas a partir de armaduras básicas susceptibles de estar formadas por uno o dos redondos corrugados (2), complementándose la armadura básica con estribos electro-soldados (2), quedando acogidos en su interior, y con unos redondos superiores (3) colocados en la parte ecterior des estribo electro-soldado (2), incluyendo además elementos de refuerzo (11) situados en el interior de los estribos (2). En ocasiones, y para aumentar la capacidad mecánica del esfuerzo cortante, la armadura básica se complementa con armadurs de conectadores electro-soldados (12) y/o armaduras prefabricadas y electro-soldadas de doble celosia (12’), o por otra forma de armadura para dicha finalidad.
摘要翻译：该系统使得可以在单向和双向锻造件上原位构造平面梁，包括在顶部具有U形开口的波纹条加强件（1）和电焊镫形件（2）。复合扁平梁使用由可由一个或两个波纹条（2）形成的基础增强件组成的加强件，该基础加强件还包括放置在加强件内部的电焊镫形件（2）和放置在加强件中的上部波纹条（3）在电焊镫（2）的外侧。还包括位于马镫（2）内部的加强元件（11）。基本加固件有时包括电焊接连接器加强件（12）和/或预制和电焊双层网格加固件（12'）或另一种形式的增强件，目的是增强切削力的机械能力。

72. 发明申请

WO2003076734A1 CONNECTOR ASSEMBLY 审中-公开
标题翻译：连接器总成
公开(公告)号：WO2003076734A1
公开(公告)日：2003-09-18
申请号：PCT/AU2003/000288
申请日：2003-03-12
申请人： UNIVERSITY OF WESTERN SYDNEY , PATRICK, Mark
发明人： PATRICK, Mark
IPC分类号： E04B1/41
CPC分类号： E04B5/14 , E04B5/29 , E04B5/40 , E04B2005/237 , E04C3/294 , E04C5/0645
摘要： A connector assembly for connecting together a structural component and a concrete body is disclosed. The connector assembly is capable of resisting shear forces between the structural component and the concrete body. The connector assembly includes a connector (11) adapted to be embedded in concrete and adapted to be attached to the structural component, and a connector element (10) that is adapted to surround the connector and form a barrier that is spaced from the connector and confines concrete around the connector. A clip for interconnecting the connector and connector element is also disclosed. An integrally formed connector element assembly that includes a connector element and a clip is also disclosed.
摘要翻译：公开了一种用于将结构部件和混凝土体连接在一起的连接器组件。连接器组件能够抵抗结构部件和混凝土体之间的剪切力。连接器组件包括适于嵌入混凝土并适于附接到结构部件的连接器11，以及连接器元件10，其适于围绕连接器并形成与连接器间隔开的阻挡层，连接器。还公开了用于互连连接器和连接器元件的夹子。还公开了包括连接器元件和夹子的整体形成的连接器元件组件。

73. 发明申请

WO1994026996A1 REINFORCING DOWEL FOR CONCRETE SLABS 审中-公开
标题翻译：混凝土钢筋楼板ANCHORS
公开(公告)号：WO1994026996A1
公开(公告)日：1994-11-24
申请号：PCT/EP1994001232
申请日：1994-04-21
申请人： ZELLNER, Wilhelm , GÖHLER, Bernhard , DETEC FERTIGUNG GMBH , ANDRÄ, Hans-Peter , ANDRÄ, Wolfhart
发明人： ZELLNER, Wilhelm , GÖHLER, Bernhard , DETEC FERTIGUNG GMBH
IPC分类号： E04C05/02
CPC分类号： E04C5/02 , E04C5/0645
摘要： A reinforcing dowel (1) useful as a bent-up bar for concrete slabs (2), in particular for reinforced concrete flat roofs, has two separate shafts (3, 4) which partially overlap each other and which bear each a dowel head (6, 7) at their overlapping ends. The tensile force is transmitted between both shafts (3, 4) in the longitudinal direction of the dowel by a diagonal strut (11) formed between the two dowel heads (6, 7) in the surrounding concrete. The desired total length of the reinforcing dowel (1) may be predetermined by changing the length of overlapping between the two shafts (3, 4).

74. 发明公开

US20230383524A1 CONCRETE ANCHOR BODIES AND PLUGS 审中-公开
公开(公告)号：US20230383524A1
公开(公告)日：2023-11-30
申请号：US18205511
申请日：2023-06-03
申请人： CETRES HOLDINGS, LLC
发明人： Thomas M. ESPINOSA
IPC分类号： E04B1/41 , E04C5/06
CPC分类号： E04B1/4121 , E04G15/04 , E04C5/0645
摘要： an anchor for being embedded in concrete for attachment to a fastener to support a load comprises a plug having a main body portion extending upwardly from a base portion, the plug for being attached to a form board prior to pouring of concrete, the plug having an end portion disposed a distance from the form board; and an anchor body attached to the end portion. The plug is separable from the anchor body and removable from the concrete after the concrete is cured, leaving the anchor body embedded in the concrete, the plug providing a void in the concrete after removal to provide an access opening for a threaded portion of a fastener to attach to the anchor body.

75. 发明授权

US11788289B2 Reinforcing assemblies having downwardly-extending working members on structurally reinforcing bars for concrete slabs or other structures 有权
公开(公告)号：US11788289B2
公开(公告)日：2023-10-17
申请号：US17457326
申请日：2021-12-02
申请人： ConBar Systems LLC
发明人： Richard P. Martter
IPC分类号： E04H12/00 , E04C5/06 , E04B5/32 , E04B5/43
CPC分类号： E04C5/0645 , E04B5/32 , E04B5/43
摘要： A reinforcing assembly includes one or more longitudinally-extending bars having a first end and a second end opposite the first end, multiple first working members, and multiple second working members. Each working member is independently connected to at least one of the one or more bars and extends away from the one or more bars. The first working members are oriented diagonally with respect to a longitudinal axis extending along the one or more bars and are connected along a first continuous portion of the one or more bars. The second working members are oriented diagonally with respect to the longitudinal axis and are connected along a second continuous portion of the one or more bars. The first working members extend from the one or more bars away from the second working members. The second working members extend from the one or more bars away from the first working members.

76. 发明授权

US10619315B2 Module for a structure 有权
公开(公告)号：US10619315B2
公开(公告)日：2020-04-14
申请号：US16394267
申请日：2019-04-25
申请人： Lifting Point Pre-Form Pty Limited
发明人： Nicholas Bruce Mullaney , James Richard Howell
IPC分类号： E01D19/12 , E02D27/01 , E04B5/40 , E04C5/06 , E04G11/46 , E01D2/04 , E01D21/00 , E04C5/065 , E01D101/26
CPC分类号： E01D19/125 , E01D2/04 , E01D21/00 , E02D27/01 , E02D27/013 , E02D27/016 , E04B5/40 , E04C5/0604 , E04C5/065 , E04C5/0609 , E04C5/0636 , E04C5/0645 , E04G11/46 , E01D2101/26
摘要： A construction module for a structure, comprising: a formwork member that includes a base, a pair of parallel side walls that extend upwardly from the base, and a pair of parallel end walls. The base, the side walls and the end walls define a cavity for reinforcement and concrete. A reinforcement member includes an upper portion and a lower portion. When the reinforcement member is located in the cavity and concrete fills the cavity, the lower portion of the reinforcement member and the concrete define an elongate beam.

77. 发明申请

US20190249379A1 MODULE FOR A STRUCTURE 审中-公开
公开(公告)号：US20190249379A1
公开(公告)日：2019-08-15
申请号：US16394267
申请日：2019-04-25
申请人： Lifting Point Pre-Form Pty Limited
发明人： Nicholas Bruce Mullaney , James Richard Howell
IPC分类号： E01D19/12 , E04C5/065 , E01D21/00 , E01D2/04 , E02D27/01 , E04G11/46 , E04C5/06 , E04B5/40
CPC分类号： E01D19/125 , E01D2/04 , E01D21/00 , E01D2101/26 , E02D27/01 , E02D27/013 , E02D27/016 , E04B5/40 , E04C5/0604 , E04C5/0609 , E04C5/0636 , E04C5/0645 , E04C5/065 , E04G11/46
摘要： A construction module for a structure, comprising: a formwork member that includes a base, a pair of parallel side walls that extend upwardly from the base, and a pair of parallel end walls. The base, the side walls and the end walls define a cavity for reinforcement and concrete. A reinforcement member includes an upper portion and a lower portion. When the reinforcement member is located in the cavity and concrete fills the cavity, the lower portion of the reinforcement member and the concrete define an elongate beam.

78. 发明申请

US20190186137A1 CONCRETE DOWEL SLIP TUBE ASSEMBLY 审中-公开
公开(公告)号：US20190186137A1
公开(公告)日：2019-06-20
申请号：US15847227
申请日：2017-12-19
申请人： Shaw & Sons, Inc.
发明人： Ronald D. Shaw , Javier Garcia
IPC分类号： E04C5/06 , E04B5/32
CPC分类号： E04C5/0645 , E04B5/32 , E04B2005/324 , E04B2103/02
摘要： A concrete dowel slip tube assembly is provided for use in maintaining a planner consistency of a cured concrete slab formed on a support surface. The assembly comprises a plurality of elongate slip tubes, each having a length dimension and a tubular hollow interior compartment. Dowels are slidingly engageable to the hollow interior compartment to allow for translation along the interior compartment. A support frame defines a plurality of integral slip tube retaining members, disposed at evenly spaced locations along the support frame, the retaining members being configured to receive and engage associated slip tubes to the support frame in a common defined orientation. The support frame and the retaining members are formed as a unitary construction.

79. 发明申请

US20170183870A1 DIGITAL FLEXURAL MATERIALS 审中-公开
公开(公告)号：US20170183870A1
公开(公告)日：2017-06-29
申请号：US15432757
申请日：2017-02-14
申请人： Massachusetts Institute of Technology
发明人： Kenneth C. Cheung , Neil Adam Gershenfeld
IPC分类号： E04C5/06 , E04C3/02 , E04B1/343 , E04B1/19 , B64C3/52 , B64C3/48
CPC分类号： B32B3/06 , B64C1/00 , B64C1/06 , B64C3/48 , B64C3/52 , B64C2001/0072 , B64C2003/445 , E04B1/02 , E04B1/1903 , E04B1/34384 , E04B1/35 , E04B5/43 , E04B2001/1957 , E04B2001/1981 , E04C3/02 , E04C5/0627 , E04C5/0645 , Y02T50/14 , Y10T29/49826 , Y10T428/13 , Y10T428/24008
摘要： Digital flexural materials are kits of discrete parts that can be assembled into a lattice structure to produce functionally useful assemblies. Digital flexural materials enable design of materials with many small and inexpensive flexures that combine in a lattice geometry that permits deformation without compromising the strength of the assembly. The number of types of parts in a kit is small compared to the total number of parts. A product constructed from digital flexural materials comprises a set of discrete units that are assembled into the structure according to a lattice geometry, with a majority of the units being reversibly connected to at least two other units in the set according to the lattice geometry, and wherein, in response to loading of the structure, a reversible deformation of at least part of the structure occurs. An automated process may be employed for constructing a product from digital flexural materials.

80. 发明授权

US09534405B1 Method of constructing a wind tower foundation 有权
标题翻译：风塔基础施工方法
公开(公告)号：US09534405B1
公开(公告)日：2017-01-03
申请号：US15137157
申请日：2016-04-25
申请人： Ahmed Phuly
发明人： Ahmed Phuly
IPC分类号： E04G21/12 , E02D27/02 , E02D27/26 , E04G21/02 , B28B1/14 , E04H12/34
CPC分类号： B28B1/14 , E02D27/02 , E02D27/08 , E02D27/26 , E02D27/42 , E02D27/425 , E02D2300/00 , E02D2300/002 , E04C5/0645 , E04C5/08 , E04C5/10 , E04G21/02 , E04G21/12 , E04H12/16 , E04H12/341 , F03D13/22 , Y02B10/30 , Y02E10/728
摘要： A fatigue resistant gravity based spread footing under heavy multi-axial cyclical loading of a wind tower. The foundation having a central vertical pedestal, a substantially horizontal continuous bottom support slab, a plurality of radial reinforcing ribs extending radially outward from the pedestal. The pedestal, ribs and slab forming a continuous monolithic structure. The foundation having a three-dimensional network of post-tensioning elements that keep the structural elements under heavy multi-axial post compression with a specific eccentricity intended to reduce stress amplitudes and deflections and allows the foundation to have a desirable combination of high stiffness and superior fatigue resistance. The foundation design reduces the weight and volume of materials used, reduces cost, and improves heat dissipation conditions during construction by having a small ratio of concrete mass to surface area thus eliminating the risk of thermal cracking due to heat of hydration.
摘要翻译：在风力塔的重多轴向循环加载下的耐疲劳重力传播基础。具有中心垂直底座的基座，基本上水平的连续底部支撑板，从基座径向向外延伸的多个径向加强筋。基座，肋骨和板坯形成连续的整体结构。该基础具有后张紧元件的三维网络，其将结构元件保持在重多轴向后压缩之下，具有旨在减小应力幅度和偏转的特定偏心度，并且允许基础具有高刚度和优异性的期望组合耐疲劳性基础设计减少了使用材料的重量和体积，降低了成本，并且通过使混凝土质量与表面积的比例小而改善了施工过程中的散热条件，从而消除了由于水合作用导致的热裂纹的风险。

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