Abstract: An ice anchoring system includes a tether that is elongated and has a first end and a second end. An anchor is attached to the second end of the tether. The anchor has length dimension extending from a first lateral edge to a second lateral edge and a width dimension extending from a front side to a rear side. The length dimension is elongated with respect to the width dimension. The tether is secured to the anchor such that a longitudinal axis of the anchor extending through the first and second lateral edges forms an angle with a horizontal plane between 0° and 45° when the anchor is hung freely from the tether.

Abstract: Disclosed is a roof safety anchor capable of permanent and watertight attachment to a roof. Installation of the roof safety anchor does not require the removal of roof shingles. The roof safety anchor captures a D-ring and a roof fastener between a base and a lid. The roof fastener extends through the base and a gasket to secure the roof safety anchor to the roof.

Abstract: The present invention discloses a tent peg, including: a peg cap, a peg body, a first anti-slipping hook, a second anti-slipping hook, and a peg head, wherein mounting holes are provided on both sides of a top end of the peg body opposite to each other; snap-fitting grooves are provided on both sides of a bottom end of the peg body opposite to each other; the first and second anti-slipping hooks are disposed on both sides of the peg body and snap-fitted with each other after successively passing through the two opposite mounting holes; the peg cap is buckled in the top opening of the peg body; and the peg head is mounted at the bottom end of the peg body through the snap-fitting grooves. The present invention also disclose a method for processing a tent peg.

Abstract: A Y-shaped refractory anchor, a plurality of Y-shaped refractory anchors, and a method of installing a plurality of Y-shaped refractory anchors in a hexagonal pattern is disclosed. The Y-shaped refractory anchor comprises a singular rectangular folded metal plate comprising a stem that comprises at least one tapered triangular section to be welded to a backing surface and a folded stem base and a branch section comprising two branches, wherein the singular metal plate is folded together at the stem base, such that the stem of the Y-shaped anchor is twice as thick as the two individual branches.

Abstract: A capping assembly (10) for mounting on a covering (12) is disclosed. The capping assembly (10) comprises a cap (14) which can be disposed on the covering (12), a securing arrangement (18) to enable the capping assembly (10) to be secured on the covering (12). The capping assembly (10) further includes an insertion member (16) for insertion through the covering (12). The cap (14) can be attached to the insertion member (16). The securing arrangement (18) comprises a securing device (20) and a holding formation (44) to hold the securing device (20), the holding formation (44) being provided on the insertion member (16).

Abstract: The invention relates to a device for preventing persons from falling, in particular from a roof, comprising a foot plate (10) which can be secured to an underlying surface and which comprises a stop point that can be attached to the foot plate, comprising either a post which projects upwards from the foot plate and which comprises an eyelet arranged in the upper end region of the post or an eyelet which can be introduced directly into the foot plate, in each case for attaching a cable by means of which the person is prevented from falling. According to the invention, a foot plate central region, in which the post or the eyelet is connected to the foot plate, is slotted around the post or the eyelet along at least one first defined circumferential slotted line (18a), which extends over at least approximately 270° in the circumferential direction, such that the central region is connected to the rest of the peripheral region of the foot plate (10) solely via narrow material webs (18b).

Abstract: A process for manufacturing corrosion resistant metal components is disclosed. The process comprises abrasive blasting of a silicon-containing steel substrate followed by hot dip galvanizing, a second abrasive blasting process, treating with a mineral acid, and coating with a polymeric coating. The resulting corrosion resistance is enhanced.

Abstract: A securement system for a guy wire, the securement system including an anchor assembly including a guy wire coupler and a securement member extending axially outward from the guy wire coupler; the securement member defining an anchor axis, a securing assembly including at least one projection extending outward relative to the shaft; and a block receiving at least the securing assembly therein, the block having an outer surface, wherein the guy wire coupler protrudes from the outer surface of the block; and a base pad extending laterally outward from the block to define at least one channel adjacent to at least one side of the block.

Abstract: An anchoring system for a hoop house includes a horizontal member. The horizontal member includes an anchor connector and a hoop connector. An anchor can be removably affixed to the anchor connector of the horizontal member. Moreover, an end of a hoop can be connected to the hoop connector. The anchor can include an attachment member that defines a non-vertical passage, where a post member can be inserted into the non-vertical passage and driven into the ground at an angle.

Abstract: A guy/guide wire anchor protector is provided to protect personnel and equipment in the oil and gas field. The anchor protector has a substantially truncated pyramid shape with an opening extending between a top face and a bottom face.

Abstract: A system for creating decorative arches and columns of balloons or fabric without the need of helium balloons. The system comprises a baseplate to provide a foundation, a mounting pin upon which a starter pole can be mounted, and a plurality of extension poles to attach to the starter pole to create a column or arch of a desired length. Regular balloons without the need for helium can be tied to the poles as decorations creating an arch or column of balloons.

Abstract: An anchorage system is provided which includes: a composite tendon (2) comprising an assembly of elongate elements (4, 5) held together and an anchor head including a casing (6). The individual elongate elements (4, 5) are separated from each other at one end extending into the anchor head, and the anchor head casing (6) is filled with an adhesive medium (10) to secure the separated elements (4, 5) in the casing (6). A method for installing an anchorage system is also provided including the steps of: inserting in a borehole at least one composite tendon (2) comprising an assembly of elongate elements (4, 5) held together; separating the individual elongate elements (4, 5) from each other over a pre-determined bonded anchor head length (22); placing an anchor head casing (6) around the separated elements (4, 5); and filling the anchor head casing (6) with an adhesive medium (10), whereby once the adhesive medium has set, the separated elements (4, 5) are securely fixed into the anchor head (6).

Abstract: Foldable building units are provided based on structural frame and connection assembly designs that enable greater construction efficiency and flexibility. The structural frame and connection assembly designs allow for easier connection of frame elements in the prefabrication process of the foldable building units and for easier connection of frame elements at the building site, for example, of foldably connected frame elements after unfolding. They also allow for more finish in the prefabrication process, and/or less and faster work at the building site, for example, by enabling conventional structural lumber grids that can be continuous through the edges and corners of the building envelope for conventional exterior finishing, while providing a tight building envelope with reduced heat transfer, particularly, through the edges of the foldable building unit.

Abstract: An anchor for stabilizing an object includes an anchor block having a body portion, a pair of wing portions extending from the body portion, and a coupling-channel located in the body portion. The coupling-channel is configured to couple the anchor block to an anchor rod. The anchor block is generally trapezoidal in a view. The wing portions include a first plurality of sloping ribs extending from body portion and a plurality of recesses disposed between the sloping ribs.

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: In general, the present invention is directed to anchoring devices, and more specifically to a wall anchoring device and method of installing same requiring no soil excavation.

Abstract: A spring bolt hanger comprising a barrel, a bolt positioned within the barrel, a retainer associated with the bolt, and a spring positioned in the barrel between the retainer and a first end of the barrel, said spring configured to bias the bolt away from the first end of the barrel. The spring bolt hanger has two distinct operative configurations. In the retracted configuration the spring bolt hanger has the bolt retracted into the barrel. In the extended configuration the bolt is extended from the barrel and is accessible outside of the concrete surface for use as an attachment point. The spring bolt hanger may be selectively moved between operative configurations. Also disclosed are methods of using a spring bolt hanger to attach an object to a concrete surface.

Abstract: A pre-fabricated anchor block is disclosed. The anchor block includes structure that forms at least one multi-facetted channel to receive and capture a rotatable, removable anchor rod.

Abstract: In general, the present invention is directed to anchoring devices, and more specifically to a wall anchoring device and method of installing same requiring no soil excavation.

Abstract: A foundation driller for anchoring of components in soil is provided that includes an apparatus in which the foundation driller comprises a base body with at least one cylindrical area and at least one cutting blade that provides forward advancement, in which the base body comprises at least two cylindrical areas with different diameters, wherein the area nearer to the soil has a smaller diameter and the at least one cutting blade providing forward advancement is attached at the area nearer to the soil and has an even incline.

Abstract: A system for stabilizing an existing basement wall includes a wall stabilizing system including a first wall anchoring device installed on a surface of the existing basement wall. The first wall anchoring device may further include a first anchoring plate fastened to a surface of the existing basement wall tethered via a substantially rigid rod to a second anchoring plate embedded underground outside the existing basement wall at a distance away from the existing basement wall. The system may include a first layer of sprayable concrete material applied over the existing basement wall. System may further include a third anchoring plate installed on a surface of the first layer of sprayable concrete material. The system may also include a second layer of sprayable concrete material applied over the first layer of sprayable concrete material.

Abstract: The invention relates to a building including a facing, a backfill at the back of the facing, synthetic reinforcement strips distributed in the backfill, and a connection system between the reinforcement strips and the backfill. The connection system includes fasteners having the shape of a continuous closed loop, each including two first portions for hooking to the facing and, alternating with the first portions along the closed loop shape, two second portions extending towards the back of the facing where they are folded back to form two loops inside of which at least one reinforcement strip extends.

Abstract: An anchorage system is provided which includes: a composite tendon (2) comprising an assembly of elongate elements (4, 5) held together and an anchor head including a casing (6). The individual elongate elements (4, 5) are separated from each other at one end extending into the anchor head, and the anchor head casing (6) is filled with an adhesive medium (10) to secure the separated elements (4, 5) in the casing (6). A method for installing an anchorage system is also provided including the steps of: inserting in a borehole at least one composite tendon (2) comprising an assembly of elongate elements (4, 5) held together; separating the individual elongate elements (4, 5) from each other over a pre-determined bonded anchor head length (22); placing an anchor head casing (6) around the separated elements (4, 5); and filling the anchor head casing (6) with an adhesive medium (10), whereby once the adhesive medium has set, the separated elements (4, 5) are securely fixed into the anchor head (6).

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 and weight distribution plate assembly includes a ground anchor member and a weight distribution plate member. The weight distribution plate member includes an opening formed therein which is sized and shaped to allow for only partial passage of the ground anchor member there through. During installation, the ground anchor member is partially passed through the opening in the weight distribution plate member and then driven into the ground. Compressive forces are exerted by the weight distribution plate member to compact underlying soil and provide a foundation for construction structures such as decks.

Abstract: A block combinable with other similar blocks to form a wall comprises a front surface; a top surface including a plurality of bosses, two or more of which are located adjacent each other in a direction along the front surface; and a bottom surface including a groove that has a floor. Each of the two or more bosses of the top surface includes a summit, and the summit of each define a plane. When the block is placed on another similar block such that the bottom surface of the block and a top surface of the other similar block oppose each other to form an interface region, the groove holds two or more bosses of the other similar block that are included in the other similar block's top surface, and the floor does not intersect the plane defined by the two or more bosses of the other similar block.

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 coupling system for securing an elongated wood member having a surface to a second body comprises a stitching body having a first end and a second end defining a length, and a first side and a second side. A first plurality of angled fastener bores is positioned generally on the first side of the stitching body, each configured to position a first side fastener element resting therein at least a first angle with respect to the surface of the elongated wood member. A second plurality of angled fastener bores positioned generally on the second side of the stitching body, each configured to position a second side fastener element resting therein at least a second angle with respect to the surface of the elongated wood member, such that ones of said second side fasteners and said first side fasteners form an intersection when viewed along the length of the stitching body. In one aspect, the coupling system is a hold-down securing a column having a surface to a foundation.

Abstract: The invention relates to a top part for a shaft, having an access part and a shaft cone which is connected to an access part and, with a connecting element on that side of the shaft cone that lies opposite the access part, can be mounted onto a further shaft element, the shaft cone having a substantially convex basic shape, characterized in that, in the region of the shaft dome, stiffening structures are disposed on the inner surface of this shaft dome, which extend substantially radially or parallelly, angularly or concentrically from one or more imaginary points or lines within or outside the dome downwards over the curved shape of the shaft cone.

Abstract: Methods are provided for creating footings for structures proximate a wall face of a segmental retaining wall using a device that includes a sleeve and a reinforcing member having a base. The methods can include placing the device on a layer of backfill material behind the wall face so that the sleeve is located adjacent the wall face and the base of the reinforcing member extends away from the wall face, covering the base of the reinforcing member with at least one other layer of the backfill material, placing a bottom portion of the structure in the sleeve, and filling the sleeve with an anchoring material.

Abstract: An anchor system for an erosion control surface. The system includes a resilient strap and a one-way retainer, which may be inserted utilizing a single operator and inexpensive tools. The resiliency of the system biases the erosion control surface into the ground and prevents undesired movement of the erosion control surface.

Abstract: A C-type underbracing has developed for installing on a lower portion of a utility pole for firmly anchoring the utility pole. The underbracing is comprised of: a body (12) formed a half-annular or C-shape with a rectangular cross section; a pair of the enlarged end portions (11, 11?) having larger rectangular cross section than that of the body; a pair of the conjunction (17, 17?) for connecting between the body and the enlarged end portions; a hook receiving hole (13) horizontally through a center of the body, and a pair of nut mounting portions (16, 16?) formed flat surfaces for seating the nuts and a pair of slit-shaped holes (14, 14?) for horizontally inserting U-bolts (20) through the body portion, the nut mounting portions and slit-shaped holes disposed both sides of said hook receiving hole, and an earth plate (30) made of conductive material is attached to the bottom surface of the body.

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 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: A retainer tie system 10 and method including a wall tie 120 having on the lower side 126 of the wall tie 120 triangular-shaped grooves 140, and a lip 150; a block tie 220 including a first and a second ridge 240, 242 on the upper side 224 of the block tie 220 such that the block tie 220 may fit across a deadman tie 320; and the deadman tie 320 including triangular-shaped tongues 340 on the upper side 120 of the deadman tie 320 for assembling a straight, concave, or convex interlocking retainer wall; and a forward and an aft ridge 350, 352 disposed on the upper side 324 of the deadman tie 320 for interlocking the deadman tie 320 with the block tie 220.

Abstract: A preferred embodiment of a device for creating a footing for a structure includes a reinforcing member having a base extending a first direction, and a leg extending in a second direction. The device also includes a sleeve defining a cavity for receiving the leg, a portion of the fence post, and an anchoring material for securing the leg to the structure.

Abstract: A clamping unit comprising a base having a first jaw and a spike and the spike extends from the first jaw, and the first jaw has a first jaw spring recess. There is a second jaw having a second jaw spring recess. A torsion spring positioned in the first and second jaw spring recesses and attached to the first jaw and the second jaw, such that the torsion spring is disposed internal to the clamping unit. The first jaw has a crest and the second jaw has a trough and the crest of the first jaw is receivable in the trough of the second jaw and the torsion spring is for forcing the first and second jaws into a closed position.

Abstract: A preferred embodiment of a device for creating a footing for a structure includes a reinforcing member having a base extending a first direction, and a leg extending in a second direction. The device also includes a sleeve defining a cavity for receiving the leg, a portion of the fence post, and an anchoring material for securing the leg to the structure.

Abstract: An artificial life form construction includes an artificial aquatic life form for display; an anchor for receiving the artificial aquatic life form; and a retainer for aiding in retaining the artificial aquatic life form in the anchor. The artificial aquatic life form may have a stem, which the anchor receives with frictional fit in a support. The stem may include an opening. The retainer includes a plug portion, which is inserted in to the opening and expands a peripheral portion of the stem at the opening to increases frictional resistance with the support to prevent dislocation of the artificial aquatic life form.

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 C-type underbracing has developed for installing on a lower portion of a utility pole for firmly anchoring the utility pole. The underbracing is comprised of: a body (12) formed a half-annular or C-shape with a rectangular cross section; a pair of the enlarged end portions (11, 11?) having larger rectangular cross section than that of the body; a pair of the conjunction (17, 17?) for connecting between the body and the enlarged end portions; a hook receiving hole (13) horizontally through a center of the body, and a pair of nut mounting portions (16, 16?) formed flat surfaces for seating the nuts and a pair of slit-shaped holes (14, 14?) for horizontally inserting U-bolts (20) through the body portion, the nut mounting portions and slit-shaped holes disposed both sides of said hook receiving hole, and an earth plate (30) made of conductive material is attached to the bottom surface of the body.

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: Disclosed is a barrier for protecting an object from encroaching elements. In one embodiment, the object is a utility pole and the barrier comprises an organic bentonite-based material and an outer boundary surface. The organic bentonite-based material may be formed substantially of sodium bentonite. The outer boundary surface may be an annular plastic sheet. Alternatively, the outer boundary surface may comprise the edges of a depression formed around the utility pole. The barrier may be disposed about any object that requires protection from encroaching elements, such as, but not limited to, fences, fence posts, poles, buildings, etc.

Abstract: The invention provides a modular post system including a plurality of modular post members 10, 20 which are inter-connectable to form a post structure 30. The modular post members include a plurality of front post members 10 and rear post members 20, which are generally elongate and are designed to be positioned and interconnected adjacent one another such that each of the front and rear modular post members extends in the same general direction and has a region of lap with an adjacent one of the post members. Each of the modular post members is adapted to interconnect with an adjacent post member in the lap region, each modular post member including connection means comprising a connecting element 12, 22 adapted for engagement with a complementary connecting element 22, 12 at the corresponding lap region of an adjacent post member.

Abstract: A ground anchoring system and its method of attachment to the ground. The ground anchor device has a base frame with bottom surfaces that terminate in a common plane. A plurality of elongated slots are defined through the base frame. Anchor spikes are provided for extending through the elongated slots of the base frame. Each of the anchor spikes has a flat face surface, a flat rear surface and a predetermined thickness between the face surface and the rear surface that is at least half as wide as the face surface. A tether mount is connected to the base frame. Any tension applied to the tether mount is transferred to the base frame and the anchor spikes extending through the base frame, wherein the tension force acts at a perpendicular to the flat face surface of the anchor spikes.

Abstract: A ground anchor (10) for anchoring a structure to the ground includes an anchor shank (15) having a connection point (18) at which a connecting member, such as a chain (19) is coupled to the anchor shank (15). An anchor body (12) is pivotally connected to the anchor shank (10) at a point (14) remote from the connection point (18).

Abstract: A support for layout lines utilized in laying out construction sites. The support is slidably carried on a stake and includes a clamping bolt to fix it in position on the stake and to allow it to be moved along the stake for adjustment purposes. The support includes a transit pole tab, on which the bottom of a transit pole can be placed for positioning purposes, and a tab for supporting a layout line platform. A clamping member, such as a thumbscrew, is carried in a bracket and overlies the platform to allow the thumbscrew to clamp the layout line in position against the upper face of the platform, which can include a groove or slot for receiving the layout line. The upper surface of the transit pole tab lies in the same plane as the upper surface of the layout line platform.

Abstract: The collapsible land anchor of this invention includes an anchor body, a drive anvil coupled to the top end portion of the anchor body, and a runner member that is slidable longitudinally through the drive anvil between an operative position and a collapsed position. A retraction anvil is coupled to the top end portion of the runner member, and a hammer weight is carried on the runner member. In its operative position, the runner member extends beyond the drive anvil away from the cavity of the anchor body to space the drive anvil apart from the retraction anvil. Also in the operative position, the hammer weight is slidable along the runner member into the drive anvil to drive the anchor body into the ground. In the collapsed position, the runner member is displaced towards and at least partially stowed in the cavity of the anchor body.

Abstract: An apparatus for installing a workpiece such as an anchor at a location underneath a surface such as the surface of the earth comprising an elongate track member having a first end positionable proximate as on the surface and a second end positionable distal the surface, a carriage slidably mounted on the track member for reciprocal movement therealong, a hammer assembly mounted on the carriage and having a hammer head reciprocally movable relative to the carriage in a direction toward and away from the first end of the track member, an operator to effect reciprocation of the hammer head and an actuator to compressively urge the carriage toward the first end of the track member.

Abstract: An earth anchor has a thin, elongate base to facilitate its introduction into the earth. Strengthening ribs extend along its longitudinal extent on both sides of the elongate base. The distal end of an anchor strap is secured to the elongate base and a proximal end of the anchor strap remains above the surface of the earth so that it can be pulled upon when the elongate base has reached a desired depth. In a preferred embodiment, a water jet positioned at the leading end of the elongate base bores a hole into which the earth anchor is inserted. Pulling on the anchor strap causes the elongate base to rotate about its trailing end until it assumes a horizontal, deployed position. Items secured to the proximal end of the anchor strap are held firmly to the ground because the deployed earth anchor offers substantial resistance to displacement.