Pile cap connectors
    13.
    发明授权
    Pile cap connectors 有权
    桩帽连接器

    公开(公告)号:US09556581B2

    公开(公告)日:2017-01-31

    申请号:US14289595

    申请日:2014-05-28

    IPC分类号: E02D5/22 E02D35/00 E02D5/54

    CPC分类号: E02D5/223 E02D5/54 E02D35/00

    摘要: Pile cap connectors are attached to pipe piles and are secured to an existing building so that the existing building is supported by an array of the deeply driven pipe piles which serve as the foundation for the building. Alternative pile cap connectors are length adjustable to span the distance between the top of the drill driven pipe piles and the underside of the lifted existing building. The pile cap connectors are an integral part of a method using low-overhead equipment to construct a deep piling foundation for an existing building where the method involves lifting the existing building to a predetermined elevation above grade and positioning cribbing stacks to support the existing building at the predetermined elevation above grade. The cribbing stacks are spaced from each other enabling low-overhead equipment to maneuver underneath the elevated building to drill drive the pipe piles at designated locations to provide optimal support for the building. Grout is pumped under pressure into the pipe piles continuously during the drill driving of the pipe piles so that grout exits through a grout port to mix with disturbed soil about the pipe pile to encase the pipe pile in a grout-soil mixture.

    摘要翻译: 桩帽连接器连接到管桩上并固定在现有建筑物上,以便现有的建筑物被作为建筑物基础的深驱动管桩的阵列支撑。 替代的桩帽连接器可以长度可调,以跨越钻机驱动管桩的顶部与提升的现有建筑物的下侧之间的距离。 桩帽连接器是使用低架空设备构建现有建筑物的深桩基础的方法的一个组成部分,其中该方法涉及将现有建筑物提升到高于等级的预定高度,并且定位传送堆栈以支撑现有建筑物 高于规定的高程。 这些堆叠堆叠彼此间隔开,从而能够使低架空设备在高架建筑物的下方进行操纵,以便在指定位置钻探管桩,以便为建筑物提供最佳支撑。 在钻杆驱动管桩期间,将浆料在压力下连续泵入管桩,使得浆料通过灌浆口离开,与管桩周围的扰动土壤混合,以将管桩包裹在灌浆土壤混合物中。

    PILE, PILE HEAD AND CONNECTOR THEREFOR
    14.
    发明申请
    PILE, PILE HEAD AND CONNECTOR THEREFOR 有权
    桩,桩头及其连接器

    公开(公告)号:US20160215470A1

    公开(公告)日:2016-07-28

    申请号:US14423878

    申请日:2014-08-22

    申请人: GOLIATHTECH INC.

    IPC分类号: E02D5/56 E02D5/22

    摘要: A pile head for a screw pile having a top end and a longitudinal axis is provided. The pile head comprises a mounting portion engaging the pile and an extendable portion movably mounted to the mounting portion. The extendable portion is movable relative to the mounting portion, along the longitudinal axis. A first fastening means is used to removably fasten the mounting portion of the pile head to the top end of the pile and preventing unwanted movement of the pile head relative to the pile, along the longitudinal axis. A screw pile, a removable helical member and a body extension for a screw pile are also provided.

    摘要翻译: 提供了具有顶端和纵向轴线的螺丝桩的桩头。 桩头包括接合桩的安装部分和可移动地安装到安装部分的可延伸部分。 可延伸部分可沿着纵向轴线相对于安装部分移动。 第一紧固装置用于将绒毛头的安装部分可移除地紧固到绒头的顶端,并防止绒毛头相对于绒头沿着纵向轴线的不期望的运动。 还提供螺旋桩,可移除螺旋构件和用于螺杆桩的主体延伸部。

    Expanded Tip Pile
    15.
    发明申请
    Expanded Tip Pile 审中-公开
    膨化的桩桩

    公开(公告)号:US20160215469A1

    公开(公告)日:2016-07-28

    申请号:US14989457

    申请日:2016-01-06

    摘要: Methods are provided for introducing unhardened highly expansive grout into the bottom of a formed shaft in the earth and subsequently forming the pile above the grout. The expansion of the hardening grout, after the curing of the pile, generates expansion stress on the surrounding soil and upwardly directed force to the pile. Methods of pile load capacity testing use expansive grout to generate a test load.

    摘要翻译: 提供了将未硬化的高膨胀灌浆引入地球中成形轴的底部并随后在灌浆上方形成桩的方法。 硬化灌浆的膨胀在桩的固化后,在周围的土壤上产生膨胀应力,并对桩施加向上的力。 桩载荷试验方法采用膨胀灌浆法生产试验荷载。

    Structural Cap with Composite Sleeves
    16.
    发明申请
    Structural Cap with Composite Sleeves 有权
    复合套管结构盖

    公开(公告)号:US20120096786A1

    公开(公告)日:2012-04-26

    申请号:US13087294

    申请日:2011-04-14

    摘要: The disclosure describes, in part, techniques for designing, fabricating and installing structural caps with a core and composite sleeves to be coupled to structural members of a foundation, such as an installed radial array of batter angled micropiles. These structural caps with sleeves are lightweight and, thus, more portable to difficult-access sites. Once at the sites, operators may fixedly couple these caps to the micropiles or other structural members to form a foundation for a structure to be installed at the difficult-access site.

    摘要翻译: 本公开部分地描述了用于设计,制造和安装具有芯和复合套筒的结构盖的技术,以与基座的结构构件(例如安装的面糊倾斜的微孔的径向阵列)耦合。 这些具有套筒的结构盖是轻质的,因此更易于携带到难以进入的位置。 一旦在现场,操作人员可以将这些盖子固定地连接到微孔或其它结构构件上,以形成用于安装在难以进入的位置的结构的基础。

    Laterally and vertically adjustable foundation structure

    公开(公告)号:US11814809B1

    公开(公告)日:2023-11-14

    申请号:US17087382

    申请日:2020-11-02

    摘要: A foundation structure is made up of a screw that is vertically adjustable into a pile to a desired height, a ball joint connected to the screw, and load bearing components that can be adjusted on the ball joint in 3-dimensional space with respect to the position of the pile. The load bearing components include one or more plates that define one or more hollow slots into which one or more bolts can be held in place vertically while still having allowance for lateral motion. A load bearing plate at the top of the structure can be laterally translated based on movement of the bolt. The load bearing plate is removably coupled to the floor of a building. The structure allows for vertical, lateral, and angular adjustment, providing tolerance for foundation misalignments due to inconsistencies inherent to topography and/or offset between an intended and an actual point of installation.

    Foundation pier bracket system
    19.
    发明授权

    公开(公告)号:US11808004B2

    公开(公告)日:2023-11-07

    申请号:US17671299

    申请日:2022-02-14

    申请人: Jesse B. Trebil

    发明人: Jesse B. Trebil

    IPC分类号: E02D27/48 E02D5/22 E02D27/32

    CPC分类号: E02D5/223 E02D27/32

    摘要: A foundation reinforcement system may include an elongated beam, a first bracket assembly and a second bracket assembly. Each bracket assembly includes a shaft receiving portion and a seat portion. The seat portion includes a plurality of protruding members that protrude upwardly therefrom. The elongated beam is disposed atop the seat portion of the first bracket assembly such that at least one of the plurality of protruding members of the bracket assembly is disposed on each of opposing lateral sides of the elongated beam. The bracket assemblies are horizontally spaced-apart from each other. The elongated beam is disposed atop the seat portion of the second bracket assembly such that at least one of the plurality of protruding members of the second bracket assembly is disposed on each of opposing lateral sides of the elongated beam.

    Suction pile equipment
    20.
    发明授权

    公开(公告)号:US11773557B2

    公开(公告)日:2023-10-03

    申请号:US17665291

    申请日:2022-02-04

    申请人: Delta SubSea LLC

    发明人: Scott P. Dingman

    摘要: Disclosed embodiments include a suction pile vent plug having a cylindrically-shaped body having a sealing element, a plurality of coupling features, and a handle connected to the cylindrically-shaped body. The sealing element is configured to form a watertight seal with walls of a suction pile vent into which the vent plug is installed. The plurality of coupling features are configured to engage with corresponding coupling features of the suction pile vent. The movable handle is configured to be moved into one or more locked configurations. Disclosed embodiments further include a suction pile vent having a hollow cylindrically-shaped body having coupling features. The coupling features are configured to engage with corresponding coupling features of a suction pile vent plug to thereby mechanically couple the suction pile vent plug to the suction pile vent. Disclosed embodiments further include a fluidic port that fluidically couples a suction pile to a removable fluidic coupling.