A pile anchor reinforcing system includes a pile anchor having an end penetrating a seafloor, and a reinforcing pile penetrating the seafloor past the end of the pile anchor and being operatively coupled to the pile anchor to reinforce the pile anchor against lateral and vertical loading.

A pile anchor reinforcing system includes a pile anchor having an end penetrating a seafloor, and a reinforcing pile penetrating the seafloor past the end of the pile anchor and being operatively coupled to the pile anchor to reinforce the pile anchor against lateral and vertical loading.

Precast collars for screw type anchors that have a body made of a high strength composite or concrete material. The body having an opening to receive an anchor base head portion of an anchor so that a structure to be supported by the anchor is in direct contact with the anchor.

Precast collars for screw type anchors that have a body made of a high strength composite or concrete material. The body having an opening to receive an anchor base head portion of an anchor so that a structure to be supported by the anchor is in direct contact with the anchor.

Backflow during installation of a ground anchor is controlled using a preventer, and the preventer is removed during curing of grout and backflow. A cylinder may be inserted at least partially into a structure, and the preventer placed or attached atop the cylinder. A hollow bar may be extended through the preventer and cylinder into one or more layers of materials beyond the cylinder. Grout may be delivered to the layer(s) through the hollow bar, which may cause a viscous backflow to flow into the cylinder and preventer. During application of the grout, the preventer may be used to control a rate of backflow. After application of the grout, the preventer may put into an open position, and a seal assembly forced down the hollow bar, through an interior cavity of the preventer, to a position below the preventer, after which the preventer may be removed while the grout and backflow cure.

A support member comprises abeam (12) having flanges (16, 18) connected to a central web (14). A first set of wings (20, 22) and a second set of wings (30, 32) are connected to the flange (16). A plurality of angled plates (80, 82, 84, 86) are attached to the flanges (16, 18) of the beam (12). to form receptacles defined between the plates, the web (14) and the flanges, (16, 18) of the beam (12). The receptacle has a relatively large upper opening. The plate (80) has a lower edge that is spaced away from the web (14) so that a bottom opening in the form of a slot between the lower edge of the plate (80) and the web (14) is formed. Alternatively, the lower edge of the plate (80) may come into contact with the web (14) (and be welded thereto), and the receptacle thus formed may have a lower opening formed by having a hole opening in the plate (80) at a lower region of the plate (80).

A support member comprises abeam (12) having flanges (16, 18) connected to a central web (14). A first set of wings (20, 22) and a second set of wings (30, 32) are connected to the flange (16). A plurality of angled plates (80, 82, 84, 86) are attached to the flanges (16, 18) of the beam (12). to form receptacles defined between the plates, the web (14) and the flanges, (16, 18) of the beam (12). The receptacle has a relatively large upper opening. The plate (80) has a lower edge that is spaced away from the web (14) so that a bottom opening in the form of a slot between the lower edge of the plate (80) and the web (14) is formed. Alternatively, the lower edge of the plate (80) may come into contact with the web (14) (and be welded thereto), and the receptacle thus formed may have a lower opening formed by having a hole opening in the plate (80) at a lower region of the plate (80).

A connecting system for connecting a pile to a structural member has a core portion, a first interface portion, and a second interface portion. The core portion defines a system axis. The first interface portion defines a reference plane and is adapted to be connected to the core portion and the structural member. The second interface portion is adapted to be connected to the core portion and the pile. The second interface portion fixes a position of the system axis relative to the pile. The core portion allows adjustment of a position of the reference plane relative to the system axis.

A ground mounting assembly includes one or a plurality of posts, each attached to at least one stabilizing plate or scoop pyramid. The post may be driven into the ground and then lifted to deploy plates into a locking mechanism, or driven into the ground by a pile driver with plate held in place, released, and driven further and deployed into a locking mechanism, or driven into the ground and double pounded inside the post to drive reinforcing plate into slotted winglets, or driven, double pounded and rotated to extend the reinforcing plates horizontally from the pole or pile. The post also can used as a mooring in harbors, lakes, or at sea. A system based on a double pounder pile driven mono pole, optionally extendable in length, is also described.

A ground mounting assembly includes one or a plurality of posts, each attached to at least one stabilizing plate or scoop pyramid. The post may be driven into the ground and then lifted to deploy plates into a locking mechanism, or driven into the ground by a pile driver with plate held in place, released, and driven further and deployed into a locking mechanism, or driven into the ground and double pounded inside the post to drive reinforcing plate into slotted winglets, or driven, double pounded and rotated to extend the reinforcing plates horizontally from the pole or pile. The post also can used as a mooring in harbors, lakes, or at sea. A system based on a double pounder pile driven mono pole, optionally extendable in length, is also described.