An anchor foundation mechanism includes: a vertical cylindrical tubular body formed to be inserted into the ground and having a receiving space therein; a cover part fixed to the bottom of the body by bolts and configured to be easily inserted into the ground; a support integrally formed with the top of the body and having a plurality of through-holes and an installation fixing bolt flange so as to allow the support to be fixed to a facility post after being exposed on the ground; and an anchor assembly formed in the receiving space of the body and having anchor pins for driving the body deeply into the ground and then tightly fixing the body so as to support a load and prevent rotation, and prevent forced pulling out.

The present invention is a tieback installation system, comprising: a mount, wherein the mount is secured to a piece of machinery having mechanical, hydraulic, and electrical connection means; a motor mechanically connected to the mount and hydraulically and electrically connected to the piece of machinery; and a drive shaft connected to the motor, wherein the drive shaft is sized to receive an anchoring member.

An Anchor Bolt Setting (ABS) system has a bolt cap adapted to securely hold an anchor bolt vertically by an upper threaded end, with the anchor bolt suspended below the bolt cap, and an adapter having a first interface shaped to engage an edge of a foundation form for concrete, a substantially planar portion extending over the foundation form from the edge, and a second interface in the planar portion shaped to engage and suspend the bolt cap, with the anchor bolt suspended downward. The anchor bolt is threaded into the bolt cap, the adapter is engaged to the edge of the foundation form extending horizontally over the foundation form, the bolt cap with the anchor bolt engaged is engaged to the second interface of the adapter, presenting the anchor bolt downward into the foundation form, and uncured concrete is poured into the foundation form, enveloping the anchor bolt.

The invention relates to a system for erecting a building structure, the system comprising a foundation for receiving the building structure, and a plurality of inner and outer walls, roof and floor panels, the panels being adapted to engage each other for defining at least one story of the building structure, wherein the foundation comprises a first section and a second section, the first section being adapted to bear the load of the building structure and the second section being adapted to provide access to the interiors of the building structure.

A pile includes a shaft; and a soil displacement head or a helical blade with a leading edge and a trailing edge, operatively connected to a first end of the shaft; the shaft having deformations formed thereon to provide a gripping interface between a supporting medium and the shaft.

An apparatus for secured ground anchoring, including a stake that has a locking section at one end of the stake, an intermediate elongated portion and an anchoring section, a locking mechanism attached to the locking section, and a handle insertable into avoid within the stake, the handle is topped by a locking head connectable on top of the locking mechanism when the handle is inserted into the void.

An apparatus for secured ground anchoring, including a stake that has a locking section at one end of the stake, an intermediate elongated portion and an anchoring section, a locking mechanism attached to the locking section, and a handle insertable into avoid within the stake, the handle is topped by a locking head connectable on top of the locking mechanism when the handle is inserted into the void.

In general, one aspect disclosed features an anchoring system for anchoring an at least partially floorless mobile livestock enclosure to the ground. The anchoring system comprising: a securing flange configured to mechanically couple the anchoring system to the enclosure; an anchor; and a drive configured to place the anchor into contact with the ground, and to retract the anchor from contact with the ground.

Provided is a combined suction anchor reinforced by a grouting spiral anchor, including a gravity suction anchor, an L-shaped skirt board and a spiral anchor. The gravity suction anchor includes a suction anchor top plate and a wall of a suction anchor barrel body and uses a concrete press block to reach an estimated set position faster during penetration due to self-weight thereof. Thereafter, the skirt board is lifted to outside of the suction anchor through a lug, and a fixing bolt is used to connect the skirt board to the suction anchor. The spiral anchor rod passes through a skirt board hole performed in the skirt board to penetrate into a deep site of seabed, and concrete is grouted through the skirt board hole to a seabed soil area loosened due to penetration of the spiral anchor rod, thereby forming a concrete reinforced area after the concrete solidifies.

A ground anchoring element for a small-building's subframe allowing the small-building to be stationarily attached to the ground, the anchoring element comprising a bracket, a bracket nut, a threaded rod, adjustment nuts, a support plate with an opening, the threaded rod going through the opening and a tie for the support plate. One end of the threaded rod is in the bracket nut and the other in the ground. The bracket fastened to the subframe of a small-building can be an angled-joint bracket or a straight-joint bracket.