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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
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.
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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
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.
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公开(公告)号：US20190249379A1
公开(公告)日：2019-08-15
申请号：US16394267
申请日：2019-04-25
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.
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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
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.
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公开(公告)号：US20170183870A1
公开(公告)日：2017-06-29
申请号：US15432757
申请日：2017-02-14
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.
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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
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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公开(公告)号：US09447553B2
公开(公告)日：2016-09-20
申请号：US14344917
申请日：2012-07-26
申请人： Jiandong Zhang , Xinzheng Liang , Xin Wang , Duo Liu , Huaiyu Hu , Jingkun Ji
发明人： Jiandong Zhang , Xinzheng Liang , Xin Wang , Duo Liu , Huaiyu Hu , Jingkun Ji
IPC分类号： E04C3/293 , E01D2/02 , E01D19/12 , E01D101/26
CPC分类号： E01D19/125 , E01D2/02 , E01D2101/268 , E04C3/293 , E04C3/294 , E04C5/0645 , Y10T403/471
摘要： A shear connector for corrugated sheet steel and concrete, comprises a flange plate welded at an upper end portion of the corrugated sheet steel, with more than one U-shaped steel channel welded in the longitudinal direction at an upper edge of the flange plate, the channel walls of each U-shaped steel channel being provided with two longitudinal sides, the left and right sides of the front and rear channel walls being respectively provided with corresponding holes or grooves, the left and right sides of the front and rear channel walls being respectively provided with corresponding holes or grooves, which penetrates and connects each of the steel channels; in the holes or grooves on the left and right sides of each U-shaped steel channel respectively, a vertically bent steel bar is provided, a bottom steel bar of each of the vertically bent steel bars penetrating the holes or grooves on the left or the right side in a longitudinal direction, both ends of the bottom steel bar being respectively bent upwards and extending to form a vertical steel bar.
摘要翻译： 用于波纹板钢和混凝土的剪切连接器包括在波纹板钢的上端部焊接的凸缘板，在凸缘板的上边缘处沿着纵向焊接多于一个的U形钢槽， 每个U形钢通道的通道壁设置有两个纵向侧面，前后通道壁的左侧和右侧分别设有对应的孔或槽，前后通道壁的左侧和右侧为 分别设有相应的孔或槽，其穿透并连接每个钢通道; 在每个U形钢通道的左右两侧的孔或槽中分别设有垂直弯曲的钢筋，每个垂直弯曲的钢棒的底部钢筋穿过左侧的孔或槽 右侧沿纵向方向，底部钢筋的两端分别向上弯曲并延伸以形成垂直钢筋。
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公开(公告)号：US20160097201A1
公开(公告)日：2016-04-07
申请号：US14965352
申请日：2015-12-10
申请人： NETUREN CO., LTD.
IPC分类号： E04C5/06
CPC分类号： E04C5/0622 , E04B5/43 , E04C3/34 , E04C5/00 , E04C5/0645
摘要： A rebar structure includes a plurality of column longitudinal bars to be connected to a beam. The yield point or the 0.2% proof stress of at least a portion the column longitudinal bars is larger than the yield point or the 0.2% proof stress of a normal reinforcing bar defined by JIS G 3112.
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公开(公告)号：US09260866B2
公开(公告)日：2016-02-16
申请号：US13896812
申请日：2013-05-17
申请人： NETUREN CO., LTD.
CPC分类号： E04C5/0622 , E04B5/43 , E04C3/34 , E04C5/00 , E04C5/0645
摘要： A rebar structure includes a plurality of column longitudinal bars to be connected to a beam. The yield point or the 0.2% proof stress of at least a portion the column longitudinal bars is larger than the yield point or the 0.2% proof stress of a normal reinforcing bar defined by JIS G 3112.
摘要翻译： 钢筋结构包括要连接到梁的多个柱纵向杆。 柱纵杆的至少一部分的屈服点或0.2％屈服应力大于由JIS G 3112定义的正常钢筋的屈服点或0.2％屈服应力。
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公开(公告)号：US20150191904A1
公开(公告)日：2015-07-09
申请号：US14412928
申请日：2013-07-03
申请人： Fukuoka University
发明人： Teruhisa Tanaka , Junichi Sakai
CPC分类号： E04B1/04 , E04B1/16 , E04B1/165 , E04B1/30 , E04B1/41 , E04B2001/4192 , E04C3/294 , E04C5/0645 , Y10T428/24174 , Y10T428/24289
摘要： A composite structure includes a plate-like shear resistance member joined to a surface of a substrate in an erected manner and a concrete-based member formed on the surface of the substrate. The plate-like shear resistance member is embedded in the concrete-based member, and a through hole and a projecting rim portion projecting outside of at least one surface of the plate-like shear resistance member from an inner periphery of the through hole are provided on the plate-like shear resistance member.
摘要翻译： 复合结构包括以直立方式接合到基板的表面的板状剪切阻力构件和形成在基板的表面上的混凝土基构件。 板状抗剪切构件嵌入在混凝土基构件中，并且设置有从通孔的内周突出到板状剪切阻力构件的至少一个表面的外侧的通孔和突出边缘部分 在板状剪切阻力构件上。
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