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    CLT structure
    2.
    发明授权
    CLT structure 有权

    公开(公告)号：US11708679B2

    公开(公告)日：2023-07-25

    申请号：US17601759

    申请日：2020-03-31

    申请人： Sekisui House, LTD.

    发明人： Osamu Tabata

    IPC分类号： E02D27/02 ,  E04B1/26 ,  E04B1/61 ,  E04B2/56

    CPC分类号： E02D27/02 ,  E04B1/26 ,  E04B1/61 ,  E04B2/56

    摘要： To provide a CLT structure in which an anchor member does not interfere with a reinforcement member. A CLT structure includes a strip footing having a reinforcing bar extending in a longitudinal direction, a wall panel which is a panel material obtained by laminating and bonding sawn boards and in which a slit extending along the longitudinal direction is formed in a lower end surface, joint plates each partly embedded in the strip footing and having a joint board section of a flat plate shape at least partly projecting upward from an upper surface of the strip footing, and drift pins connecting the joint board sections and the wall panel in an inserted state where the joint board sections projecting from the upper surface of the strip footing are inserted into the slit of the wall panel. The joint plate has the joint board section, a flange section embedded in the strip footing and extending in a direction crossing the perpendicular direction from the joint board section, and an anchor bolt embedded in the strip footing and extending downward from the flange section.

    TOWER SUPPORT STRUCTURE
    6.
    发明申请
    TOWER SUPPORT STRUCTURE 有权
    塔支撑结构

    公开(公告)号：US20170051470A1

    公开(公告)日：2017-02-23

    申请号：US15346211

    申请日：2016-11-08

    申请人： Ambor Structures, Inc.

    发明人： Honglang SHI ,  Xibo SUN ,  Wei JIANG

    IPC分类号： E02D27/42 ,  E04H12/22 ,  E02D27/02

    CPC分类号： E02D27/42 ,  E02D27/02 ,  E02D27/08 ,  E02D27/26 ,  E04H12/2238

    摘要： A foundation for a tower, the foundation including a main pedestal support structured to engage to a base of the tower. A floor structure surrounds and is secured to the main pedestal support. A wall structure surrounds the floor structure proximate a perimeter thereof, secured to the perimeter of the floor structure and extending upwardly from the floor structure. The main pedestal support is located generally centrally in the floor structure.

    摘要翻译： 塔的基础，基础包括主基座支撑结构，以与塔的基座接合。 地板结构围绕并固定到主基座支撑件。 墙壁结构围绕靠近其周边的地板结构围绕，固定到地板结构的周边并从地板结构向上延伸。 主基座支架大致位于地板结构中央。

    PIPE RACKS
    7.
    发明申请
    PIPE RACKS 审中-公开
    钢管架

    公开(公告)号：US20170002957A1

    公开(公告)日：2017-01-05

    申请号：US15243940

    申请日：2016-08-22

    申请人： Tindall Corporation

    发明人： Bryant A. ZAVITZ

    IPC分类号： F16L3/22 ,  F16B47/00 ,  F16L3/26

    CPC分类号： F16L3/22 ,  A47B57/12 ,  B25H1/06 ,  E02D27/02 ,  E02D27/32 ,  E21B19/14 ,  E21B19/15 ,  F16B11/006 ,  F16B47/003 ,  F16L3/26

    摘要： A structure includes two legs, a horizontal support, and an adhesive. Each of the two legs includes at least one aperture. The horizontal support has two ends. A first end is located in an aperture in a first leg of the two legs and a second end of the horizontal support is located in an aperture in a second leg of the two legs. The first end of the horizontal support has a cross-sectional area that is less than a cross-sectional area of the aperture in the first leg and the second end of the horizontal support has a cross-sectional area that is less than a cross-sectional area of the aperture in the second leg. The adhesive is within each aperture and in contact with the horizontal support.

    摘要翻译： 一种结构包括两条腿，一个水平支撑和一个粘合剂。 两条腿中的每一条包括至少一个孔。 水平支撑有两端。 第一端位于两个腿部的第一腿部的孔中，并且水平支撑件的第二端位于两个腿部的第二腿部的孔中。 水平支撑件的第一端的横截面积小于第一腿部中的孔的横截面积，并且水平支撑件的第二端的横截面面积小于横截面面积， 第二腿中的孔的截面面积。 粘合剂在每个孔内并与水平支撑件接触。

    METHOD OF CONSTRUCTING A WIND TOWER FOUNDATION
    8.
    发明申请
    METHOD OF CONSTRUCTING A WIND TOWER FOUNDATION 审中-公开
    构造风力塔基金会的方法

    公开(公告)号：US20160376763A1

    公开(公告)日：2016-12-29

    申请号：US15137157

    申请日：2016-04-25

    申请人： Ahmed Phuly

    发明人： Ahmed Phuly

    IPC分类号： E02D17/04 ,  E02D27/08 ,  E02D27/42 ,  F03D13/20 ,  E04G21/02 ,  E04C5/06 ,  E04H12/16 ,  E02D27/02 ,  E02D27/26

    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。

    Continuous strand hoop reinforcement for concrete foundations
    10.
    发明授权
    Continuous strand hoop reinforcement for concrete foundations 有权
    混凝土基础用连续钢筋箍筋

    公开(公告)号：US09481973B2

    公开(公告)日：2016-11-01

    申请号：US14692389

    申请日：2015-04-21

    申请人： Allan P. Henderson

    发明人： Allan P. Henderson

    IPC分类号： E02D27/32 ,  E02D27/42 ,  E02D27/50 ,  E02D27/02 ,  E04C5/08

    CPC分类号： E02D27/42 ,  E02D27/02 ,  E02D27/50 ,  E04C5/08

    摘要： A post-tensioned continuous strand hoop reinforcement for concrete foundations is provided. The post-tensioned continuous strand hoop reinforcement compresses the concrete to prevent cracking and significantly reduces foundation deflection and distortion which increases rotational stiffness in anchor caps, spread foundations, and like foundation configurations.

    摘要翻译： 提供了一种用于混凝土基础的后张紧连续钢筋箍。 后张紧的连续钢绞箍钢筋压缩混凝土以防止开裂，并显着减少基础偏转和变形，增加锚盖，铺展基座等基础结构的旋转刚度。