Provided are a pile joint, a pile coupling structure, and a pile coupling method that allow firm uniting of piles to be coupled. A joint (10) for coupling two piles (12) comprises: a tubular body (16) into which each pile (12) provided with a key (14) on a periphery thereof is inserted through an end (16A) of the body (16); and a fitting portion (22) formed on the body (16) so as to be fitted to the key (14) by the insertion and rotation of the pile (12). The fitting portion (22) is formed with: a tapered shape having a surface (22A) that is inclined so as to become distant from the end (16A) of the body (16) as the surface (22A) extends in the direction of rotation of the pile (12); or a wedge shape for fitting between a projection and a pile.

Near-Surface Mounting Bar (NSMB) Pile Splice systems and methods are provided as an alternative splicing method to connect driven precast concrete pile segments. These systems are applicable to both unforeseen and preplanned splicing needs and provide excellent advantage especially for the unforeseen condition when other splice systems fail to provide the required capacity. These systems offer completely unique and new methods of connecting and splicing precast prestressed concrete pile segments and all other prismatic precast concrete elements.

An assembly and method of simultaneously spin drilling and pressure grouting a helical anchor into the ground vertically, horizontally or at an inclined angle create a continuous grouting configuration inside and outside the helical anchor for its entire depth in the ground. The helical anchor is configured to be partially or completely removed as desired and can be provided at its upper end with a tensioning element to post tension a cementitious foundation structure. A unique spin drilling and grouting assembly continuously provides grout under pressure to the interior of the helical anchor during its spin drilling into the ground. In one embodiment, the pressure grouted helical anchor is used with an upwardly extending tensioning element to reinforce cementitious foundation caps or other concrete support foundations.

The present invention discloses an end plate system for joining spun piles together comprises a top end plate (100) mounted at a bottom end of a first spun pile: and a bottom end plate (200) mounted at a top end of a second spun pile; wherein the end plates (100, 200) respectively have an interlocking surface that is formed with a plurality of segmental protrusions (110, 210) and segmental recesses (120, 220) arranged in an alternate configuration; characterized in that each segmental protrusion (110, 210) has a first radial interlocking profile (111, 211) and a second radial interlocking profile (112, 212) that extend towards the central portion of the end plates (100, 200); wherein the top end plate (100) and the bottom end plate (200) are mated by registering the segmental protrusion (110, 210) of one end plate to the segmental recess (120, 220) of another end plate and through a rotating movement about the central axis of the mated end plates (100, 200), a first interlocking joint (300) is formed by two adjacent first radial interlocking profiles (111, 211) in full surface contact, and a second interlocking joint (400) is created by inserting a pin (402) into a passageway (401) formed between two adjacent second radial interlocking profiles (112, 212).

Disclosed is a joint for connecting first and second elongate members together end to end, the joint comprising: a first connecting structure and a second connecting structure at an opposed end of the second elongate member; one of the first and second connecting structures comprising at least one male connector unit having a longitudinally projecting male part which is tapered in the longitudinal direction; the other of the first and second connecting structures having at least one female connector unit defining a correspondingly tapered recess into which the male part is received; the other of the first and second connecting structures defining lateral locking pin holes aligned either side of the recess and the male part having a corresponding lateral locking pin hole; and a locking pin insertable through the corresponding locking pin holes.

Disclosed is a pile connection for horizontally fixing an elongated beam for a foundation support system. In particular, disclosed is a pile connection including at least one pile sleeve and at least one coupling attaching the at least one pile sleeve to an elongated beam such that a pile within the at least one pile sleeve extends between a top and bottom of the beam. Such a configuration provides a cost-effective, modular, and scalable system that is easily installed and adaptable to a variety of different terrains.

Pile connection methods and devices are disclosed. In some examples, a pile connection device includes a plug including a head, a body extending from a distal end of the head, a first bolt aperture extending through the head and the body and configured to receive a bolt, and pins extending from a distal end of the body. The pile connection device further includes a nut including pin apertures each configured to receive one of the pins, projections extending from a circumference of a proximal end of the nut, and a second bolt aperture that is threaded and configured to align with the first bolt aperture when the pins are received by the pin apertures. The second bolt aperture is configured to receive a threaded distal portion of the bolt to thereby draw the nut toward the plug and retain the pile connection device within apertures in the connected piles.

Two pile sections are joined together by interfitting means in their opposed ends. One pile has a plurality of lock bars (7a) extending substantially perpendicular to the end plate (3a), comprised of notches (14a, 14b) formed periphery at the lower portion (14). The other pile has a plurality of lock sockets (7b) mounted substantially perpendicular to the end plate (3b), comprised flaps (13a, 13b) within the cavity, formed from its opposed side walls and bending towards the axis of the lock socket cavity. When in splicing operation of the pile sections (1a, 1b), the lock bars (7a) are introduced into the lock sockets (7b). The locking bar (7a) then prised in between the flaps (13a, 13b) forcing them apart while the flaps (13a, 13b) still maintain its clamping force. The notches (14a, 14b) of the lock bars (7a) then engaged with lower the edges (15) of the flaps (13a, 13b) thus locking the piles together.

Embodiments of the present disclosure generally relate to a pumping unit base and methods for operating with the pumping unit base. The pumping unit base may include a plurality of driven piles installed in the ground, and a metal platform fixedly attached to the plurality of driven piles, wherein the metal platform is positioned above the ground. The metal platform may be removed from the driven piles and reinstalled to the driven piles.

The present disclosure discloses a fiber reinforce plastic (FRP) composite material pile prepared by an FRP composite material. The FRP composite material pile includes: an FRP winding pipe, an FRP pultrusion hollow profile, and a connecting device. The FRP pultrusion hollow profile includes an outer ring pipe, an inner ring pipe, and a plurality of reinforcing bars. The FRP pultrusion hollow profile is pultruded at one time by pultrusion equipment, and fiber materials thereof are arranged in the longitudinal direction of the pipe. The FRP winding pipe is provided with circumferential fiber materials by taking the FRP pultrusion hollow profile as a membrane, and forms a composite pipe section with the FRP pultrusion hollow profile. The inner ring shape of the cross section of the FRP winding pipe is matched with the FRP pultrusion hollow profile. The FRP connecting device includes connecting plates, connecting bars, and connecting pins.