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公开(公告)号：US11686084B2
公开(公告)日：2023-06-27
申请号：US17624274
申请日：2021-02-10
申请人： HAINAN UNIVERSITY
发明人： Yun Chen , Qijun Zhang
摘要： The present application relates to a prefabricated concrete beam-column node and a construction method thereof. The construction method of the prefabricated concrete beam-column node includes: assembling node connectors, and mounting studs on each node connector; welding a circumferential reinforcing plate with a groove hole in the center to a middle-rear section of each node connector; mounting a longitudinal rebar on each circumferential reinforcing plate; pouring a concrete beam between two circumferential reinforcing plates; welding a hidden corbel to a side flange of each of structural columns; hoisting the concrete beam, and overlapping each node connector with the corresponding hidden corbel; welding each node connector to the corresponding structural column; and pouring the concrete beam between the circumferential reinforcing plates and the structural columns.
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公开(公告)号：US20180320363A1
公开(公告)日：2018-11-08
申请号：US15699352
申请日：2017-09-08
发明人： Won Kee HONG , Dae Jin HWANG
CPC分类号： E04B1/215 , E04B1/41 , E04B2103/02 , E04C3/34
摘要： Provided is a rigid connection structure including: a lower PC column having column concrete, a lower column plate disposed on top of the column concrete, and a plurality of lower column reinforcing bars buriedly arranged vertically in the interior of the column concrete and having upper ends penetrated into the lower column plate in such a manner as to be exposed to the outside; and an upper PC column having column concrete, an upper column plate disposed on top of the column concrete, and a plurality of upper column reinforcing bars buriedly arranged vertically in the interior of the column concrete and having lower ends penetrated into the upper column plate in such a manner as to be exposed to the outside.
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公开(公告)号：US09938685B2
公开(公告)日：2018-04-10
申请号：US15210653
申请日：2016-07-14
发明人： Douglas E. Krause
CPC分类号： E02D27/425 , E02D27/42 , E04B1/215 , E04B1/22 , E04B1/24 , E04B2001/2463 , E04H12/16 , E04H12/2238 , E04H12/2269 , F03D13/22 , Y02E10/728
摘要： A foundation system for a tower, such as a wind turbine, includes a central hub assembly, a plurality of post-tensioned concrete beams, and an anchoring system associated with each beam. In use the foundation system is arranged so that the bottom surfaces of the concrete beams bear on soil and the anchoring is disposed within the soil. The beams can be inverted bulb-T beams having post-tensioning cables inserted there-through and cooperating with an oppositely disposed related beam. The central hub assembly can include a plurality of stacked disk elements or steel frame elements that are post-tensioned together to form a single hub structure.
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公开(公告)号：US20170175376A1
公开(公告)日：2017-06-22
申请号：US15324370
申请日：2015-06-25
CPC分类号： E04B1/215 , E04B1/1912 , E04B1/40 , E04B2103/02 , E04C5/16 , E04C5/162
摘要： A joining device (100) for precast reinforced concrete elements with a dry joint comprising a first group of joining reinforcements (10′) arranged on a first plane and in parallel with one another, each one of said joining reinforcements (10) comprising one reinforcement (1) and two threaded ends (2). The device comprises first coupling means (30) for coupling to the columns (200) arranged between the joining reinforcements (10) and perpendicular to the first plane defined by the joining reinforcements (10) and a plurality of anchoring plates (20) arranged so as to define a closed frame inside of which the joining reinforcements (10) are arranged, and where the inner space defined by the anchoring plates (20) is filled with a structural filler material (concrete, resin, composite, etc.) (50). The anchoring plates (20) comprise a plurality of holes (21), at least one for each threaded end (2), in a position that matches up with the latter, and through which the threaded ends (2) remain accessible. The device comprises second coupling means (40) between the threaded ends (2) and the beam (300) rebars.
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公开(公告)号：US20170051495A1
公开(公告)日：2017-02-23
申请号：US15236440
申请日：2016-08-14
申请人： Tindall Corporation
发明人： Bryant A. ZAVITZ
摘要： The present invention broadly comprises a method and apparatus for constructing a concrete structure. In one embodiment, a structure includes a column section and a beam section. One of the column section and the beam section includes an assembly with a threaded rod, and the other of the column section and the beam section includes an assembly having an aperture configured to receive the threaded rod.
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。 在一个实施例中，结构包括柱部分和梁部分。 柱部分和梁部分中的一个包括具有螺纹杆的组件，并且柱部分和梁部分中的另一个包括具有构造成容纳螺纹杆的孔的组件。
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公开(公告)号：US20170030045A1
公开(公告)日：2017-02-02
申请号：US15210653
申请日：2016-07-14
发明人： Douglas E. Krause , Brian Willman
CPC分类号： E02D27/425 , E02D27/42 , E04B1/215 , E04B1/22 , E04B1/24 , E04B2001/2463 , E04H12/16 , E04H12/2238 , E04H12/2269 , F03D13/22 , Y02E10/728
摘要： A foundation system for a tower, such as a wind turbine, includes a central hub assembly, a plurality of post-tensioned concrete beams, and an anchoring system associated with each beam. In use the foundation system is arranged so that the bottom surfaces of the concrete beams bear on soil and the anchoring is disposed within the soil. The beams can be inverted bulb-T beams having post-tensioning cables inserted there-through and cooperating with an oppositely disposed related beam. The central hub assembly can include a plurality of stacked disk elements or steel frame elements that are post-tensioned together to form a single hub structure.
摘要翻译： 用于诸如风力涡轮机的塔的基础系统包括中心轮毂组件，多个后张紧的混凝土梁和与每个梁相关联的锚固系统。 在使用中，基础系统被布置成使得混凝土梁的底面承载在土壤上并且锚固被布置在土壤中。 梁可以是倒置的灯泡T梁，其具有插入其中的后张紧电缆并且与相对布置的相关梁协作。 中心轮毂组件可以包括多个堆叠的盘元件或钢框架元件，其被后张紧在一起以形成单个轮毂结构。
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公开(公告)号：US20160097192A1
公开(公告)日：2016-04-07
申请号：US14889257
申请日：2013-05-14
CPC分类号： E04B1/1903 , E04B1/215 , E04B1/24 , E04B1/2403 , E04B2001/2406 , E04B2001/2415 , E04B2001/2418 , E04B2001/2421 , E04B2001/2454 , E04B2001/2457 , E04B2001/246 , E04C3/02
摘要： A connecting node for metallic structures, specifically for structures based on props or pillars (1) wherewith cross beams (2) are associated, wherein said pillars (1) incorporate rosettes (3) separated by a predetermined distance, each of which having a polygonal window (31) and at least one circular hole (32); while the beams (2) include on their edges a fork (4) having a stub (41) with a polygonal configuration that projects from the lower side and has a configuration equivalent to the window (31) and at least one hole (42) in correspondence with the hole (32) of the rosettes (3); the foregoing in anticipation that a fork (4) will be fitted into a pair of rosettes (3) without possibility of sideways movement of the beam (2) and, once the structure is assembled, that it will be immobilised by means of at least one screw (6) which, passing through holes (32) and (42), establishes the definitive connection.
摘要翻译： 用于金属结构的连接节点，特别是用于基于与横梁（2）相关联的道具或支柱（1）的结构的结构，其中所述支柱（1）包括分隔预定距离的玫瑰花结（3），每个具有多边形 窗口（31）和至少一个圆形孔（32）; 而梁（2）在其边缘上包括具有多边形构型的短柱（41）的叉（4），其从下侧突出并具有与窗（31）相当的构造和至少一个孔（42）， 与花环（3）的孔（32）相对应; 前述的预期是叉子（4）将被装配到一对花环（3）中，而不会有梁（2）的侧向移动，并且一旦结构被组装，它将通过至少固定 通过孔（32）和（42）的一个螺钉（6）建立了确定的连接。
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78.发明申请BRACKET AND AN ARRANGEMENT FOR SUPPORTING A PRECAST SLAB ELEMENT OF CONCRETE ON A PRECAST STRUCTURE ELEMENT OF CONCRETE 有权用于支撑混凝土预制结构元件的混凝土预制件元件的支架和装置公开(公告)号：US20140318059A1
公开(公告)日：2014-10-30
申请号：US13872656
申请日：2013-04-29
申请人： PEIKKO GROUP OY
发明人： Marinus HANSORT
IPC分类号： E04B1/41
CPC分类号： E04B1/215 , E04B5/02 , E04B2001/4192
摘要： A bracket that supports a precast structural element of concrete has: a first support part that casts at least partly into a support element of concrete; a bracket part movably fastened to the first support part by bolts, the bracket part having first through holes which are penetrated by the bolts, and the first support part having threaded holes for the bolts, the bolts having an outer diameter that is smaller than the inner diameter of the through holes in the bracket part to fasten the bracket part in various positions with respect to the first support part; and a second support part to cast at least partly into a precast structural element of concrete and to support on the bracket part. The second support part has a support plate having a slot with a second support surface for support on a first support surface of the bracket part.
摘要翻译： 支撑混凝土的预制结构件的支架具有：至少部分地铸造到混凝土的支撑元件中的第一支撑部分; 支架部分通过螺栓可移动地紧固到第一支撑部分，支架部分具有由螺栓穿过的第一通孔，第一支撑部分具有用于螺栓的螺纹孔，螺栓的外径小于 支架部分中的通孔的内径，用于将支架部分相对于第一支撑部分固定在各种位置; 以及第二支撑部分，以至少部分地铸造到混凝土的预制结构元件中并支撑在支架部分上。 第二支撑部分具有支撑板，该支撑板具有带有第二支撑表面的槽，用于支撑在支架部分的第一支撑表面上。
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公开(公告)号：US08661755B2
公开(公告)日：2014-03-04
申请号：US12709160
申请日：2010-02-19
CPC分类号： E04B5/21 , E04B1/215 , E04B1/22 , E04B5/19 , E04B5/29 , E04B5/40 , E04B2001/2463 , E04B2001/2481 , E04B2001/2484 , E04B2001/2496 , E04C5/01 , E04C5/08 , E04C5/168 , E04C5/18 , F16B5/0275 , F16B25/0031 , F16B25/0047 , F16B25/0057 , F16B25/0063 , F16B25/103 , F16B33/06 , F16B35/048
摘要： A building structure comprising a support structure having upper portion extending to adjacent a floor structure above the support structure and adapted to receive stand-off fasteners there along, a plurality of stand-off fasteners each having a lower portion and an upper portion, where the lower portion of the stand-off fasteners comprises a self-drilling end portion and an adjacent thread-forming portion and, when installed into the upper portion of the support structure, at least a portion of the upper portion of each stand-off fastener extends significantly above the upper portion of the support structure, a cementitious wall structure formed above the upper portion of the wall structure with the upper portions of the stand-off fasteners encapsulated in the cementitious wall structure.
摘要翻译： 一种建筑结构，其包括支撑结构，所述支撑结构具有上部，所述支撑结构延伸到邻近所述支撑结构上方的地板结构并且适于在其上接收直立紧固件，多个直立紧固件各自具有下部和上部， 支撑紧固件的下部包括自钻孔端部和相邻的线形成部分，并且当安装到支撑结构的上部中时，每个支撑紧固件的上部的至少一部分延伸 明显地高于支撑结构的上部，在墙壁结构的上部上方形成了水泥壁结构，其中支柱紧固件的上部被封装在水泥壁结构中。
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公开(公告)号：US20130199123A1
公开(公告)日：2013-08-08
申请号：US13880825
申请日：2011-10-24
申请人： Markus Junes
发明人： Markus Junes
摘要： The object of the invention is a column shoe for securing steel concrete columns to a base. The column shoe includes a bolt housing, which includes a base-plate provided with a bolt hole, and an upper structure which is connected to the baseplate and to which at least one attachment unit is connected for securing the column shoe and the steel concrete column together. The bolt housing is fabricated by casting such that the upper structure and the baseplate form a single-piece casting. A hole is formed in the bolt housing for the attachment unit. The hole is substantially coaxial with the bolt hole of the baseplate. The upper structure of the bolt housing includes a sleeve structure which is formed integrally with the upper structure and on which the hole for the attachment unit is formed, and the upper structure of the bolt housing includes a wall structure by which the sleeve structure is connected with the baseplate, and the wall structure of the bolt housing is tapering in direction of the sleeve structure.
摘要翻译： 本发明的目的是一种用于将钢混凝土柱固定到基座上的柱鞋。 柱靴包括螺栓壳体，其包括设置有螺栓孔的基板和连接到基板的上部结构，并且连接至少一个附接单元以固定柱靴和钢混凝土柱 一起。 螺栓壳体通过铸造制成，使得上部结构和底板形成单件铸件。 在用于附接单元的螺栓壳体中形成孔。 孔与基板的螺栓孔基本上同轴。 螺栓壳体的上部结构包括与上部结构一体形成并且其上形成有用于附接单元的孔的套筒结构，并且螺栓壳体的上部结构包括壁结构，套筒结构通过该壁结构连接 并且螺栓壳体的壁结构在套筒结构的方向上逐渐变细。
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