Abstract: A soil stabilizer assembly may include a pipe with a first end, a second end, and a sidewall defining a hollow shaft extending between the first and second ends; a stabilizer connectable to the second end of the pipe with a hollow body and a plurality of extensions extending radially outward from the body; and a cap connectable to the first end of the pipe including a receiving portion for receiving the first end of the pipe and a plate extending across the receiving portion. The hollow body of the stabilizer may be configured to receive the second end at least a portion of the sidewall of the pipe therethrough. The receiving portion of the cap may be configured to receive the first end and at least a portion of the hollow shaft of the pipe therein. The hollow shaft, hollow body, and receiving portion may be coaxially arranged.

Abstract: A system for providing sturdiness to a support post, that includes a stake that is configured to be inserted into the ground such that it is positioned parallel to a support post that is perpendicular to the ground and an insertion-assistance member that is configured to be removably attached to the stake. The insertion-assistance member includes a body, and a lip that extends in a direction that is perpendicular to the body such that a portion of the lip extends beyond the body in the direction that is perpendicular to the body. The lip is configured to receive force and then transmit the force to the stake to drive the stake into the ground. After driving the stake into the ground, the insertion-assistance member is configured to be removed from the stake and the stake is then secured to the support post to provide sturdiness to the support post.

Abstract: The present invention relates to the technical field of mudslide prevention and control engineering, and provides a bottom hole type mudslide blocking dam and a dam height calculation method. According to the present invention, a climbing height of the mudslide impacting a bottom hole type mudslide blocking dam can be accurately calculated, so as to guide the height design of a dam body of the bottom hole type mudslide blocking dam, thereby guaranteeing the working safety and the protection capacity of the bottom hole type mudslide blocking dam, and saving the manufacturing cost of the bottom hole type mudslide blocking dam.

Abstract: A pole stand having a base, a holder removably attachable to the base, and a plurality of stakes to secure the base to the ground. A top surface of the base has a section to store the holder when not in use. A bottom surface of the base has a plurality of stake holders to hold the stakes when not in use. The holder has two tubes attached by link arms to allow the two holders to be adjustable relative to each other. The base also has a central main hole and a plurality of auxiliary holes so that a pole can be inserted through at least one of the tubes and through the main hole so as to be perpendicular to the ground, or through one of the auxiliary holes so as to be non-perpendicular to the ground.

Abstract: A composite crossarm fixed on a pole body of a transmission pole is disclosed. The composite crossarm includes: a core rod, an insulating layer and a load-bearing member. The insulating layer and the load-bearing member cover and are fixed to an outer peripheral surface of the core rod. The load-bearing member is positioned in a middle region of the core rod connected to the pole body, and the insulating layer is positioned in regions of the core rod other than the middle region. A transmission pole using the above composite crossarm is also disclosed. In the above manner, the load-bearing member is arranged at a position where the core rod is connected to the pole body in advance. On one hand, the core rod is able to be connected to the pole body without providing with a hole. On the other hand, the load caused by the fixed connection is applied on the load-bearing member directly, with no damage to the insulating layer.

Abstract: An anchor pier for supporting a manufactured building, in which the anchor pier includes having a shaft with a connector and a helical flight proximate a driving tip, with a brace member attached to the connector and to the manufactured building with a connector, to transfer loading between the manufactured building and the ground. A method of supporting a manufactured building is disclosed.

Abstract: This invention in various embodiments is a spike for use with landscape and paver edging. The spike may include a generally circular disk-shaped head and opposite from the head is a tip of the spike. The spike may include one or more features for securing the spike in place once installed with the edging product. Another feature according to various embodiments of this invention of the spike is an upper head stabilizer. The stabilizer may extend from the shaft to an underside of the head. In some embodiments, the stabilizer may be provided in discrete sections and positioned diametrically opposite from one another on the shaft and the undersurface of the head. The stabilizer may support the entire radial dimension of the head and is joined to the shaft.

Abstract: A ladder anchor apparatus for securing a ladder in place includes a pair of arms each having a straight portion and a hooked portion. Each of the arms has a pivot aperture. The pair of arms is configured to be selectively engageable within a pair of ladder holes of a pair of legs of a ladder. A hollow pivot rod is coupled to the pair of arms and extends through the pivot aperture of each arm. The pair of arms is pivotably coupled around the pivot rod. A mounting pin is slidingly engageable through the pivot rod and is configured to be inserted into the ground to secure the apparatus in place. An eye hook and a safety chain are coupled to a left arm of the pair of arms. The safety chain prevents the pair of arms from pivoting open when engaged with the eye hook.

Abstract: An anchor pier for supporting a manufactured building, in which the anchor pier includes having a shaft with a connector and a helical flight proximate a driving tip, with a brace member attached to the connector and to the manufactured building with a connector, to transfer loading between the manufactured building and the ground. A method of supporting a manufactured building is disclosed.

Abstract: A post mount (1), adapted to be installed in a substrate and releasably receive a post therein, including: a body (2); and an insert (3), adapted to cooperate with the body; wherein, in use, the body is adapted to be driven into the substrate, and, thereafter, the insert is adapted to be at least partially deformed, to thereby anchor the post mount to the substrate.

Abstract: A method for installing a foundation in a ground for supporting a structure thereon, the method comprising the drilling of a main column borehole in the ground along an axis parallel to an axis of a force exerted by a load of the structure, inserting a main column into the main column borehole, drilling at least one anchor borehole at an angle away from the main column, inserting an anchor into each of the at least one anchor borehole, injecting a sealant into each of the at least one anchor borehole, after the sealant is dry securing a base to a top of the main column, securing to the base and placing under tension each anchor inserted into each of the at least one anchor borehole, the tension being such as to counteract radial forces to be induced by the structure to a longitudinal axis of the main column.

Abstract: A gain plate is made of reinforced plastic for attaching to a pole and a cross arm and includes a pole channel and a cross arm channel. The pole channel has a front plate, two side plates, and two end plates that that form a rear-facing cavity. There are a plurality of cross members disposed in the rear-facing cavity and at least some of the plurality of cross members having radiused surface. The cross arm channel is disposed perpendicularly to the pole channel, the cross arm channel configured to received therein a cross arm.

Abstract: There is provided an apparatus for capturing a space object, the apparatus comprising a harpoon element for penetrating the object, the harpoon element being configured to form part of a harpoon for launching towards the object; and penetration control means for controlling the penetration of the harpoon element into the object. The penetration control means can comprise a compressible component, forming part of the harpoon, for absorbing some of the kinetic energy of the harpoon. Alternatively or additionally, it may comprise means for varying the launch speed of the harpoon.

Abstract: A footing plate (10) including a planar web (12) through or from which a plurality of tubes (14) pass, the tubes (14) being adjacent to the edges of the planar web (12) and being disposed at angles to the planar web (12), none of the angles being 90°, the tubes (14) being sized to permit the passage therethrough of pins (18) for fixing into underlying ground, the upper face of the planar web (12) optionally being provided with a plurality of holes to accept bolts for retaining means to receiving a post, pole or upright structural beam, the planar web (12) also being provided with a downwardly extending flange (16) from at least one of the edges of the planar web (12).

Abstract: The present invention discloses a root key type pressure bearing mechanism in an anchor hole, a root key type anchor cable and an anchor hole grouting method. The pressure bearing mechanism includes a carrier, root keys and a tapered plug, a through hole is formed in the center of the tapered plug, a taper hole is formed in the center of the carrier, key holes are formed along a radial direction of the carrier with an inner wall of the taper hole as a starting point, the number of the key holes is the same as that of the root keys, the root keys and the key holes constitute sliding pairs, an outer wall of the tapered plug is adapted to the taper hole, the sum of the length of the root key and the radius of a position corresponding to the tapered plug is larger than the radius of the anchor hole, and the length of the root key is less than the radius of the anchor hole; and when the tapered plug is plugged into the taper hole, the head of the root key stretches into a rock mass of the anchor hole.

Abstract: A hole repair assembly includes a support. A connector is fastenable to the support. A closure can connect to the support with the connector. The support, connector and closure are configured so that the support and the closure can be connected and spaced from each other with the connector. One or more retaining members are arranged on one or both of the support and the connector to extend from the connector.

Abstract: Disclosed herein is a ground anchor body having a rotation release structure. The ground anchor body includes a waterproof cap, a head coupler, a wedge, a tubular guide, a movable body, and a compression spring. The head coupler is coupled to a lower end of the waterproof cap. A tapered hole is longitudinally formed in the head coupler. The wedge is disposed in a tapered hole of the head coupler to hold the PC strand. The guide is installed in the waterproof cap. A slide slot is longitudinally formed in the guide. The movable body is disposed in the guide and provided with a slide protrusion inserted into the slide slot. The wedge is coupled to the movable body, and a key depression is formed in the movable body so that an end of the PC strand is key-coupled to the movable body. The compression spring elastically compresses the movable body downward.

Abstract: Provided herein are methods, devices and systems comprising an anchor post that has a shaft, at least one stabilizing element attached to the anchor post configured to resist movement of the anchor post, and at least one alignment element.

Abstract: Described is tent peg that provides easy storage and transport to reduce the likelihood of the tent peg being lost. The tent peg comprises a shaft having and a head comprising a body having an arm extending therefrom. The arm comprises a first aperture adjacent to the body and a second aperture located between the first aperture and a distal end of the arm. The first aperture is formed to receive a shaft of a first further tent peg in an opposite orientation. Additionally, the second aperture is formed to receive a shaft of a second further tent peg in the same orientation as the tent beg. Further, the shaft of the second further tent peg is receivable in a first aperture of the first further tent peg. Therefore, multiple tent pegs can be interconnected with each tent peg in the opposite orientation to the adjacent tent pegs.

Abstract: Herein described is a post anchor apparatus and methods of use in erecting and anchoring posts in natural terrain. The apparatus of the present invention provides a convenient means of erecting a post in natural terrain while also providing improved strength, stability, and durability to the post. The apparatus comprises at least a housing for receiving the base of a post, a rod, stabilizer element for stabilizing the apparatus within the natural terrain, and an auger blade for driving the rod into the natural terrain.

Abstract: A trailer security system for use with a trailer having a trailer coupling member, such as a trailer coupling channel. The trailer security system may include a security device joined to the trailer coupling member, a locking device to selectively lock the security device to trailer, and security elements attached to trailer. The security device may be a security box formed from walls that define a space for receiving flanges of the trailer coupler channel. The security box may include slots for receiving the trailer coupling member flanges and may be slid onto the trailer coupling member. The security device may include a post extending from the security box for anchoring the trailer to the ground. Access to lock may be restricted by the security elements and/or the configuration of the security box and post. The security system may include other features to increase the difficulty to tamper with or disable the system.

Abstract: A method of securing an elongate member in the ground which includes the steps of embedding the member within a matching size and shaped hole in the ground then ensnaring the member with a ground anchor that passes substantially through the member intersecting the member. The invention also applies to a member with a ground anchor positioned therein and also having a lightening nut.

Abstract: The present disclosure provides an apparatus comprising a flexible polymeric sheet having first and second sides and an anchoring device including a tab element, a pressure-sensitive adhesive element, and a stake element.

Abstract: A modular guy anchor includes an anchor head and an anchor shaft. The anchor head includes a tubular region for receiving the anchor shaft. The anchor shaft has one end that extends into or through the tubular region and is retained therein. The anchor shaft is preferably galvanized steel coated over at least a portion of its length with a corrosion-resistant material. The corrosion-resistant material is preferably applied over any portion of the anchor shaft that is exposed to soil during normal use. The modularity of the guy anchor facilitates stocking, shipping, and installation, while the corrosion resistance of the anchor shaft promotes longevity.

Abstract: A ground anchor includes a body having an upper surface and a lower surface; ground-piercing members depending from the lower surface of the body, with the ground-piercing members being adapted to engage an underlying ground surface and prevent movement of the body along such ground surface; ballast positioned on or in the body, with the ballast being sufficient to maintain the ground-piercing members engaged with the ground surface when under load; and means for securing an anchor line to the body. Ground-engaging means such as a ground-engaging blade member or flanges may be attached to the ground-piercing members to increase the surface area perpendicular to the line of force to provide additional resistance to movement.

Abstract: A reinforcing system for a guy anchor used in a guyed or additionally guyed tower includes a concrete structure formed around the guy anchor. The concrete structure has a top surface slightly above grade level. The reinforcing system further includes a supplemental anchor shaft. The supplemental anchor shaft is attached to the existing anchor head and extends down into the concrete structure, where it is retained and encased therein. The concrete structure preferably has a base and at least one wall that extends down from the base and has a surface that faces the tower to resist horizontal forces. The reinforcing system is sufficiently strong to keep the guy anchor in place even if the original anchor shaft completely corrodes. The supplemental anchor shaft does not generally come into contact with soil. It therefore resists corrosion and is expected to provide a long service life.

Abstract: A ground anchor for anchoring a structure positioned on the ground. The ground anchor comprises a base member, a movable anchoring member and a holding member. The base member is fitted in a hole within the ground and fixedly secured to the ground against removal thereof. The movable anchoring member is mounted to the base member and is movable between a non-anchoring position and an anchoring position. The holding member is mountable to the movable anchoring member when in the anchoring position and to the structure positioned on the ground. When the base member is fixedly secured to the ground, and the movable anchoring member is in the anchoring position with the holding member mounted thereto and to the structure, the ground anchor anchors the structure to the ground. A kit comprising a plurality of such ground anchors is also disclosed.

Abstract: Provided herein are methods, devices and systems comprising an anchor post that has a shaft, at least one stabilizing element attached to the anchor post configured to resist movement of the anchor post, and at least one alignment element.

Abstract: An anchor system for securing a cable within the ground. The system includes a body having a tapered cap and an internal cylindrical slot provided therethrough. A driving rod having an end with a smaller diameter is provided through the slot so that the driving rod extends from the body of the anchor system. The body is provided with a catch through which a line is secured. The driving rod is utilized to drive the anchor system into the ground. As the driving rod extends from the body, the driving rod bears the brunt of the force associated with the driving action, allowing the anchor system to be constructed of a lightweight, inexpensive material. Once the anchor system has been provided at the desired depth, the driving rod is removed and the strap is pulled to set the anchor into place.

Abstract: An assembly for inhibiting wind erosion including an anchorage structure, an erosion mat and a retaining member. The anchorage structure includes a downwardly facing base surface, an upwardly facing anchorage surface, and a rigid elongate member. The anchorage structure is supportable on its base surface with the elongate member in an upright position. The anchorage structure is disposed within a plant growing medium with the elongate member extending upwardly through the erosion mat. A retaining member is secured to the elongate member and engages the upwardly facing surface of the erosion mat to inhibit the removal of the erosion mat. The assembly can be used in a green roof system by placing a drainage layer on the roof and a filter fabric between the plant growing medium and the drainage layer. The anchorage structure is positioned above the filter fabric.

Abstract: A reinforcing system for a guy anchor used in a guyed or additionally guyed tower includes a concrete structure formed around the guy anchor. The concrete structure has a top surface slightly above grade level. The reinforcing system further includes a supplemental anchor shaft. The supplemental anchor shaft is attached to the existing anchor head and extends down into the concrete structure, where it is retained and encased therein. The concrete structure preferably has a base and at least one wall that extends down from the base and has a surface that faces the tower to resist horizontal forces. The reinforcing system is sufficiently strong to keep the guy anchor in place even if the original anchor shaft completely corrodes. The supplemental anchor shaft does not generally come into contact with soil. It therefore resists corrosion and is expected to provide a long service life.

Abstract: A turf anchor typically includes an upright and three or four spikes which are insertable into the ground to mount the upright above ground with substantial stability. The turf anchor may be pressed by foot or hammered to force the spikes into the ground and may be used for securing a mailbox or various other outdoor items.

Abstract: An assembly for inhibiting wind erosion including an anchorage structure, an erosion mat and a retaining member. The anchorage structure includes a downwardly facing base surface, an upwardly facing anchorage surface, and a rigid elongate member. The anchorage structure is supportable on its base surface with the elongate member in an upright position. The anchorage structure is disposed within a plant growing medium with the elongate member extending upwardly through the erosion mat. A retaining member is secured to the elongate member and engages the upwardly facing surface of the erosion mat to inhibit the removal of the erosion mat. The assembly can be used in a green roof system by placing a drainage layer on the roof and a filter fabric between the plant growing medium and the drainage layer. The anchorage structure is positioned above the filter fabric.

Abstract: Method for securing a foundation form disposed on a moisture barrier membrane. The method can include penetrating the moisture barrier membrane with one end of a stake, sealing a breach in the moisture barrier membrane around a periphery of the stake caused by the penetrating step, and removing a portion of the stake extending above the moisture barrier membrane. A sealing member can be disposed on the stake at a location along an axial length of the stake.

Abstract: Methods and devices for stabilizing slopes created by human activity during, for example, building construction, road construction, golf course construction, or other type of construction, where a plurality of plate piles are inserted in a diamond shaped lattice pattern below the ground surface to stabilize. Methods and devices for securing existing slopes around structures where a plurality of plate piles are inserted in a diamond shaped lattice pattern below the ground surface. Methods and devices for stabilizing a waterfront where a series of plate piles are inserted along the waterfront.

Abstract: Systems for stabilizing ladders are provided. A representative system incorporates a ladder stabilizing assembly that includes a mount, a frame and a spike. The mount is configured to attach to a ladder. The frame extends from the mount and is movable between a stowed position, in which the frame is located adjacent the ladder, and an un-stowed position, in which the frame extends outwardly from the ladder. The spike extends from the frame and is operative to be driven into the ground such that, when the frame is in the un-stowed position and the spike is driven into the ground, the ladder stabilizing assembly provides support to the ladder.

Abstract: The ground anchors of the type which are attached to cables, rods and the like, which are driven into the ground and tilted transversely of the hole by tensioning the cable are provided. A ground anchor including a central hollow tubular body portion extending substantially along the length of the anchor and a pair of laterally projecting wings extending from opposing sides of the body portion, wherein the wings are bent at an angle to the horizontal plane, and a portion of an edge of each wing is bent at an angle to the plane of the wing.

Abstract: A ground anchor and method for anchoring a building to the ground. The ground anchor has a base member having a core and an outer layer connected to the core. The ground anchor also has a support member having two outer layers separated from one another by a core, the support member having a top surface and a bottom surface. A bonding material connects the bottom surface of the support member to the outer surface of the base member. Bonding material also connects the top surface of the support member to a building element. The ground anchor is buried in the ground at the construction site and connected to the building to anchor the building to the ground.

Abstract: A portable ground anchor system comprises base plate members having a hinge pin passage formed therethrough and each base plate member having a multiplicity of holes formed therethrough for interaction with ground spikes; central triangular shaped plate members having circular openings formed therethrough at a triangular apex thereof; a spacer member adapted to provide an engagement for a cable, said spacer member interconnected between said central triangular shaped plate members; a cylindrical pin for pivotally joining the base plate members and the central triangular members.

Abstract: A framing assembly system for steel building that substantially reduces assembly time while maintaining excellent strength and mechanical integrity and has vastly improved resistance to uplift forces. Foundation assemblies or anchor structures are first precisely located before concrete is poured to form the foundation, encasing the anchor structures within the foundation. Columns may then be attached to the anchor structures without the need for readjusting the location of the columns. The rest of the building framework is subsequently attached to the columns. The resulting structure is highly resistant to uplift forces and seismic effects while being much faster and simpler to assemble than previous structures. Cracking of the concrete foundation prior to the complete curing of the concrete is also reduced.

Abstract: A stake system wherein a stake has two hooks extending from the body of the stake for securing items when the stake is driven into the ground. A complimentary impact device is adapted to receive the stake within a sleeve of the impact device for hammering the stake into the ground. A slot and notch within the sleeve can be used to engage one of the hooks for extracting the stake from the ground.

Abstract: A circular concrete cap foundation poured in-situ within a perimeter forming corrugated metal pipe set atop or within an excavated pit and enclosing a series of circumferentially spaced pile anchors. The circular concrete cap foundation supports sets of inner and outer circumferentially spaced tower anchor bolts having their lower ends anchored to an embedded anchor ring and their upper ends projecting vertically and upwardly out the top of the circular foundation to engage the base flange of a supported tower. The pile anchors are formed with perimeter corrugated metal pipes set deep in subsurface soils with cementitious material surrounding and partially bonding to a centralized steel bolt or tendon which extends through the cap foundation. The tower anchor bolts and the pile anchor bolts are both partially encased in a PVC sleeve so that the bolts can be post-tensioned. The pile anchors are in tension only and serve to pull the cap foundation down to compress the underlying ground soils.

Abstract: The invention relates to a system for fixing an object in the ground, comprising at least one fixing peg (10) and means for carrying out the above. The peg (10) comprises a tube (14) and at least two lugs (28) on the lower end of a central support rod (24). An axial tension acting on the rod (24) which runs axially in the tube (14) and is fixed in rotation therein, causes the lugs (28) to deploy through openings (30) in the tube (14), such as to cause the extension thereof in the direction of tension at an angle to the length of the tube (14). An operating mechanism (33) comprises a threaded pin (36) with a screw (40) pressing on the head of the tube. The lower end of said threaded pin (36) is coupled to the upper end of the central support (24) in order to transmit an axial tension thereto on turning the screw (40) in a first direction.

Abstract: A stabilizer (10) for an in-ground member (12) includes: a mounting collar (16) having a channel (18) extending therethrough; a plurality of arms (20a-20d) having respective collar ends (30a-30d), the collar ends being adapted to extend through the channel and engage with the mounting collar; and a resilient member (40) being sized (a) to be disposed within the channel between the collar ends and (b) to be engaged by the in-ground member so as to urge the resilient member against the collar ends to force the collar ends against the mounting collar, whereby to rigidify the stabilizer. A method is disclosed for installing the above-described in-ground member into the ground to dispose a portion of it beneath the surface of the ground and to leave a portion of it extending above the surface of the ground.

Abstract: A stabilizer (10) for an in-ground member (12) includes: a mounting collar (16) having a channel (18) extending therethrough; a plurality of arms (20a-20d) having respective collar ends (30a-30d), the collar ends being adapted to extend through the channel and engage with the mounting collar; and a resilient member (40) being sized (a) to be disposed within the channel between the collar ends and (b) to be engaged by the in-ground member so as to urge the resilient member against the collar ends to force the collar ends against the mounting collar, whereby to rigidify the stabilizer. A method is disclosed for installing the above-described in-ground member into the ground to dispose a portion of it beneath the surface of the ground and to leave a portion of it extending above the surface of the ground.

Abstract: A wind cap for buildings serves to anchor a building structure securely to the underlying terrain. The wind cap is a series of base plates which are temporarily and removably placed upon the roof of a structure, with a corresponding series of tiedown straps secured over the plates and attached to ground anchors on opposite sides of the structure. Two of the base plate components may be hinged together along their common edges for placement over the ridge line of the roof. Single plates are placed along the eaves and at intermediate points of the roof span. Each plate includes at least one pair of roller support arms adjustably extending upwardly therefrom, with a roller installed between each arm pair. The rollers eliminate the drag of the tiedown strap passing thereover, thereby eliminating asymmetrical loads on the underlying plates and roof as the straps are tightened.

Abstract: An elongated support post for a mailbox has a mailbox support arm secured to an upper portion of the support post and at least one anchor fin secured to a lower portion of the support post and projectingly outwardly therefrom. In one embodiment of the invention a pair of support fins is secured to generally opposed portions of the support post and project radially outwardly therefrom. The support post may have openings into which portions of the support fins extend for mechanical interengagement therebetween. The support fins are preferably taperedly downwardly so as to facilitate insertion of the post into the earth.

Abstract: A pole anchor footing system for effectively supporting a post structure within a ground surface. The pole anchor footing system includes a resilient body having a neck portion and a base portion, and an elongate member extending into the body from an upper end of the body. The body is securely positionable within a ground surface. The neck portion receives a coupler that mechanically connects a post to the body. The base portion has an upwardly tapered structure with the lower end having a broad structure. A plurality of engaging members may extend outwardly from the body for providing additional gripping while positioned within the ground surface.

Abstract: A building foundation anchoring and interface system for receiving supporting the base of an upright structural column. This system and interface includes an open-topped bucket-well structure which is embedded in a foundation, and which is sized so as to permit the received base of an inserted column to be adjusted laterally, in a multidirectional sense, vertically angularly, and axially rotationally, and with substantial clearance, so as to enable easy correct positioning of a column. Poured into the bucket-well structure after the same has received the base of a column is an appropriate fluid-flowable, hardenable, bulk anchoring material, such as conventional building grout material. An opening may be provided in the wall of the base of a column so that such flowable material flows into the interior of a column, as well as into the space between the outside of the column's base and the inside of the receiving bucket-well.

Abstract: A device that is used to pull a stake from a newly poured concrete slab. This device allows for attachment to a concrete pole, a tool that is commonly possessed and used by most concrete contractors. It contains a flexible loop that is used for the removal of stakes from the inside of a perimeter of a newly poured concrete slab. The loop of the device is placed so that it encircles the shaft of a concrete stake. A worker rotates the concrete pole until the loop twists enough to tightly hold onto the stake. The stake is then pulled from the ground and lifted up, over, and to the outside of the perimeter of the slab. The invention may include adjustment means to allow its efficient use with stakes of different thickness.