Coupling for driven steel pipe piles and method of manufacturing same

    公开(公告)号:US11851840B1

    公开(公告)日:2023-12-26

    申请号:US18100355

    申请日:2023-01-23

    Abstract: A coupling between lead and extension pile segments of a driven piling. The extension segment has a formed end, an opposite driven end and a body extending therebetween. The formed end has an inner diameter equal to an outer diameter of an exposed end of the lead segment and greater than an outer diameter of the extension segment's body. The formed end has an initial length prior to coupling the extension and lead segments; the formed end undergoes secondary end forming when a driving force is applied, such that the formed end has a final length exceeding the initial length after the extension and lead segments are coupled. In some embodiments, the extension segment has an external ring portion positioned upstream of the formed end, and the exposed end of the lead segment is cold extruded into and through the external ring portion of the extension segment.

    Wood Support Protection Device
    6.
    发明申请

    公开(公告)号:US20180058089A1

    公开(公告)日:2018-03-01

    申请号:US15248280

    申请日:2016-08-26

    Abstract: A wood support protection device for protecting wood supports from water damage includes a tube that defines an interior space. The tube has a top and a bottom. The top is open. The top is complementary to a lower end of a wood support. A plurality of rods is coupled to and extends substantially perpendicularly between opposing sides of the tube. A plurality of slots is positioned in the tube adjacent to the bottom. The top is configured to insert the lower end of the wood support into the interior space. The rods are configured to retain the wooden support above the bottom of the tube. The slots are positioned in the tube such that the slots are configured to drain water from the interior space. The wood support is protected from damage and rot caused by exposure of the lower end of the wood support to water.

    PILE COMPRISING A SUBSTANTIALLY CYLINDRICAL SHAFT
    8.
    发明申请
    PILE COMPRISING A SUBSTANTIALLY CYLINDRICAL SHAFT 有权
    包括一个大型圆柱轴承

    公开(公告)号:US20160160466A1

    公开(公告)日:2016-06-09

    申请号:US14925169

    申请日:2015-10-28

    Inventor: Roland SATLOW

    Abstract: A driven pile comprising a substantially cylindrical shaft, wherein the shaft provides a first pile end and a second pile end, wherein a socket is arranged on the driven pile in the region of the second pile end, wherein the socket or the driven pile has an abutment in the region of the second pile end so that a further driven pile can be inserted with a first pile end as far as a maximum insertion depth defined by the abutment, wherein the socket and/or the driven pile in the region of the second pile end provides or provide in the interior at least one undercut portion extending at least substantially to the abutment.

    Abstract translation: 一种驱动桩,其包括基本上圆柱形的轴,其中所述轴提供第一桩端和第二桩端,其中在所述从动桩上在所述第二桩端的区域中布置有插座,其中所述插座或所述被驱动桩具有 在第二桩端的区域中的邻接,使得可以将另一个从动桩插入第一桩端,直到由邻接件限定的最大插入深度,其中在第二桩端的区域中的插座和/或被驱动桩 桩端在内部提供或提供至少一个至少基本上延伸到基台的底切部分。

    NODULAR CAST IRON FOUNDATION PILE PIPE AND A METHOD FOR PREPARING SAME
    9.
    发明申请
    NODULAR CAST IRON FOUNDATION PILE PIPE AND A METHOD FOR PREPARING SAME 审中-公开
    NODULAR铸铁钢管基管及其制备方法

    公开(公告)号:US20150233074A1

    公开(公告)日:2015-08-20

    申请号:US14383443

    申请日:2013-12-24

    Applicant: Pei YU

    Inventor: Pei Yu

    Abstract: The present invention provides a nodular cast iron foundation pile pipe and a method for preparing same, including following steps: (1) preparation before pipe casting: including molten iron preparation, spheroidization and coating spraying on an inner wall of a pipe mold; (2) pipe casting process: including centrifugal casting and pipe drawing; (3) annealing process; (4) finishing process. The present invention further provides the foundation pile pipe manufactured with the above-mentioned method wherein the flange and the foundation pile pipe are integrally cast or welded. In the present invention, the nodular cast iron is used as the material of the foundation pile pipe instead of Q345 steel used in the prior art. As a result, the overall strength is enhanced. The present invention possesses advantages such as corrosion resistance, long service life, low manufacturing cost, low labor intensity, short construction period and being suitable for mechanized construction.

    Abstract translation: 本发明提供一种球墨铸铁基础桩管及其制备方法,包括以下步骤:(1)管道铸造前的准备:包括铁水制备,球化和喷涂在管模内壁上; (2)管道铸造工艺:包括离心铸造和管道拉拔; (3)退火工艺; (4)整理过程。 本发明还提供了一种用上述方法制造的地基桩管,其中法兰和地桩桩整体铸造或焊接。 在本发明中,代替现有技术中使用的Q345钢,将球墨铸铁用作基桩管的材料。 结果,综合实力得到提高。 本发明具有耐腐蚀,使用寿命长,制造成本低,劳动强度低,施工周期短,适用于机械化施工等优点。

    SHEET PILE CONNECTING ELEMENTS FOR USE IN PIPE PILE RETAINING WALLS
    10.
    发明申请
    SHEET PILE CONNECTING ELEMENTS FOR USE IN PIPE PILE RETAINING WALLS 审中-公开
    板材连接元件用于管道保持墙

    公开(公告)号:US20140003870A1

    公开(公告)日:2014-01-02

    申请号:US13978843

    申请日:2012-01-10

    CPC classification number: E02D17/207 E02D5/06 E02D5/285 E02D29/02

    Abstract: A weld-on connecting element fox a pipe sheet pile wall assembly includes (1) a base end configured to be welded to a pipe pile wall member, (2) an elongate neck strip having a substantially uniform width and having a length, extending from the base end along a predetermined main assembly direction (X) to an opposite end, which length is at least five times greater than said width, and (3) a claw strip provided at the opposite end having two claw strip members that form an oval-shaped lock chamber with their free ends facing each other to form an open jaw. The claw strip is adapted to partially surround and interlock with a head strip of another, matching connecting element. The space between the two claw-strip members is at least partially filled with a malleable sealant material, installed prior to welding the connector to the pipe piles.

    Abstract translation: 焊接连接元件狐狸管板桩壁组件包括(1)构造成焊接到管桩壁构件的基端,(2)具有基本均匀的宽度并具有长度的细长颈带,其长度从 所述基端沿着预定的主组件方向(X)延伸到相对端,所述长度比所述宽度大至少五倍,以及(3)设置在相对端的爪条具有形成椭圆形的两个爪条构件 形状的锁定室,其自由端彼此面对以形成开口颚。 爪条适于部分围绕并与另一匹配的连接元件的头带互锁。 两个爪形条构件之间的空间至少部分地填充有在将连接器焊接到管桩之前安装的可延展的密封剂材料。

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