An anchor for a bottom wire (2) of an agricultural fence is disclosed. The anchor (1, 100) has a length of wire (3, 103, 203) and an arrowhead (10, 310). The length of wire has two ends (4, 5), a bend (6) and a generally U or V-shaped configuration. The arrowhead has a leading (21) and a trailing (22) end with the two ends being connectable to the arrowhead approximately midway between its leading and trailing ends. The arrowhead has a drive connector portion (23, 29) to permit the arrowhead to be connected to an applicator (12, 62, 112) and by means of which the arrowhead can be driven into ground (19) below the fence. The applicator has an elongate rod (13,113) having a tip (11) and a head (41) at opposite ends thereof, the head being shaped to transmit an inertial impulse to the rod. Methods are also disclosed.

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.

A first embodiment of an anchor system may include a ballast, rods projecting through the ballast such that the rods extend away from the ballast and into the ground when deployed, and a mounting hardware atop the ballast. The anchor system may include an anchor deployable into the ground with a line providing tension between the ballast and the anchor when deployed into the ground. Another embodiment of the anchor may include a ground plate coupled to a spade in which the spade may be pressed into the ground when deployed. The anchor system may include an earth anchor shaped to be deployed in a first position and resist removal from the ground in a second position. and a line running from the ground plate to the earth anchor. The tension on the line may cause the earth anchor to transition from the first position to the second position.

A ground stake can be easily inserted into the ground and once inserted, the stake includes ground engagement members that can extend out of the stake body to engage into the earth. The ground engagement members, when deployed, can help prevent inadvertent disengagement of the stake from the ground. When the user desires to remove the stake, the user can retract the ground engagement members back into the stake body and easily pull the stake out of the ground for re-use.

The invention provides an umbrella-shaped anchor for rapid reinforcement of rock mass. The umbrella-shaped anchor for rapid reinforcement of the rock mass comprises an umbrella-shaped anchor head and a connecting rod. The umbrella-shaped head comprises the sliding mechanism, bearing block, guide block and main rod of anchor head. The main rod of anchor head is connected with the sliding mechanism after passing through the through-hole located in the middle of the guide block The sliding mechanism is connected with the connecting rod through the main rod of the anchor head. The multiple upper parts of bearing blocks are respectively inserted into the groove of the guide block, and they are fully fitted with the side guide rail of the sliding mechanism During installation, after the umbrella anchor head and connecting rod in the retracted state are extended into the anchor hole, the connecting rod is tensioned to drive the sliding mechanism to extrude the bearing block to open outwards and squeeze with the hole surface. The invention converts the tensile force of the anchor rod into the extrusion pressure on the rock mass, and obtains the larger anchoring force by using the higher compressive strength of the rock mass. The invention has the advantages of large applicable depth, fast construction speed, high efficiency, no grouting, large structural resistance and good stability.

A first embodiment of an anchor system may include a ballast, rods projecting through the ballast such that the rods extend away from the ballast and into the ground when deployed, and a mounting hardware atop the ballast. The anchor system may include an anchor deployable into the ground with a line providing tension between the ballast and the anchor when deployed into the ground. Another embodiment of the anchor may include a ground plate coupled to a spade in which the spade may be pressed into the ground when deployed. The anchor system may include an earth anchor shaped to be deployed in a first position and resist removal from the ground in a second position. and a line running from the ground plate to the earth anchor. The tension on the line may cause the earth anchor to transition from the first position to the second position.

Anchor assembly for arrangement in seabed comprising a main tube provided with foldable wings movably arranged in recesses of the main tube by being hinged in upper end of the recesses, which wings in initial position is aligned with outer surface of the main tube, where the foldable wings are provided with a centered curved main support element extending in a plane perpendicular to inner surface of the wing and wherein rear part of the main support element is provided with a notch, constriction or recess determining the number of degrees the wing is to exhibit in relation to the main tube in deployed state.

An expanding anchor and/or pile system wherein an outer shell of the pile/anchor is split lengthwise into at least two pieces and can be placed or driven into a hole in the earth in a retracted state and can subsequently be expanded such that the two or more pieces are forced outwardly—away from one another, thus causing them to exert a lateral force against the sides of the hole and thereby resulting in greater axial load carrying capacity in tension or compression of the anchor/pile.

The invention provides an umbrella-shaped anchor for rapid reinforcement of rock mass. The umbrella-shaped anchor for rapid reinforcement of the rock mass comprises an umbrella-shaped anchor head and a connecting rod. The umbrella-shaped head comprises the sliding mechanism, bearing block, guide block and main rod of anchor head. The main rod of anchor head is connected with the sliding mechanism after passing through the through-hole located in the middle of the guide block The sliding mechanism is connected with the connecting rod through the main rod of the anchor head. The multiple upper parts of bearing blocks are respectively inserted into the groove of the guide block, and they are fully fitted with the side guide rail of the sliding mechanism During installation, after the umbrella anchor head and connecting rod in the retracted state are extended into the anchor hole, the connecting rod is tensioned to drive the sliding mechanism to extrude the bearing block to open outwards and squeeze with the hole surface. The invention converts the tensile force of the anchor rod into the extrusion pressure on the rock mass, and obtains the larger anchoring force by using the higher compressive strength of the rock mass. The invention has the advantages of large applicable depth, fast construction speed, high efficiency, no grouting, large structural resistance and good stability.

The portable mechanically assembled ground fixation stake device is applied to the engineering of treating land earthwork, water-based desilting, excavating materials, moving, land, underwater heavy objects, civil engineering, harbor, river, lake construction and the like, and is characterized in that the whole device is fixed only by the action of the working tensile force itself. The whole device has six stake columns 2a, 2b, 4a,4b, 9, 1) arranged on the ground, wherein four constituent brackets (2a, 2b, 4a, 4b) are supported on the ground. The top ends of the four supports are mounted on the shaft (6), and a cuboid rigid block (15) is mounted in the middle of the shaft (6). When the system is subjected to pulling force, the cuboid rigid block (15) rotates around the central shaft (6), and due to the opposite movement direction of the two end points of the cuboid rigid block (6), the tension conversion direction of the system forms an inclined downward pressure, so that the protective stake (9) is subjected to pressure at the same time from the pressure rod (7), and due to the fact that the tensile force and the pressure are synchronized, the greater the tension force is also increased, so that the whole device achieves the effect of fixing the stake. The device is light in weight and convenient to carry, and can be mounted and disassembled anywhere.