Abstract: A rebar spacer installed in a rebar crossing portion includes a spacer body and a pair of installation metal fittings. The spacer body includes a main portion and a pair of leg portions integrally formed with the main portion. The pair of leg portions is protrudingly provided with an interval on a rebar-side surface of the main portion. The interval between the pair of leg portions is equal to or larger than a diameter of the rebar and a depth of the pair of leg portions in an installation direction is equal to or less than the diameter of the rebar. Each one of the pair of installation metal fittings has a structure such that one end portion is locked into one of the pair of leg portions and the other end portion is hooked on a back-side rebar.

Abstract: A joining system arrangement for building elements the joining system arrangement having a box element adapted for embedment in a first building element, such that an open side of the box element is flush with a surface of the building element, and arranged such that a bridge element can be inserted into the box element, the box element having four side faces arranged around an open side and a back plate, wherein, at at least one side face of the box element includes at least one load transmitting element which is arranged externally on the at least one side face, the at least one load transmitting element configured such that at least two surface portions are formed, constituting a rounded face, which are turned away from the at least one side face of the box element and from each other.

Abstract: A device for use in the fastening of a panel or cladding to a wall is disclosed. The device includes a base plate, a panel connecting plate, and a connecting assembly that connects the panel connecting plate to the base plate and that is constructed and arranged so as to provide minimal thermal bridging between the base plate and the panel connecting plate through an insulation layer that covers the base plate and the wall while simultaneously providing structural integrity for attaching the panel or cladding to the wall.

Abstract: A mounting adapter for attaching an object to a mounting surface such as a flat roof includes a planar anchor plate having first apertures and second apertures extending therethrough. The first apertures receive an elongated fastener having a length sufficient to fasten the anchor plate over and to a support structure positioned beneath the mounting surface. A cover plate includes third apertures aligned with the second apertures and at least one fourth aperture. The cover plate extends over the first apertures and a second fastener extends through each third aperture and engages with a corresponding second aperture to secure the cover plate over the anchor plate. At least one third fastener interfaces with the at least one fourth aperture for attaching the object to the adapter such that load forces from the object are transferred directly to the support structure beneath the mounting surface through each elongated fastener.

Abstract: A panel hanger for flush mounting a wall panel to drywall. The panel hanger includes a cylindrical mounting body adapted for being inserted into a drywall sheet. A control member is rotatably carried by the mounting body. A clamp arm is rotatably carried by the control member. Rotation of the control member draws the clamp arm toward the mounting body and rotates the clamp arm to extend beyond a diameter of the mounting body for engaging the drywall sheet to secure the mounting body to the drywall. A hanger slot is disposed within the mounting body for receiving a hanger member carrying a drywall sheet.

Abstract: An anchor for a rectangular tube employs a wedge assembly, whereby rotation of an adjustment bolt of the wedge assembly moves an upper and lower wedge member together, and the wedge engagement with a central wedge member causes said central wedge member to move toward engagement with the tube, thereby securing the tube within a base body. Clevis pins and corresponding key hole slots mount the wedge assembly to a base, while allowing easy removal of the wedge when desired.

Abstract: A mounting adapter for attaching an object to a flat surface includes an anchor plate having a plurality of first apertures extending therethrough. Each first aperture is configured to receive a first elongated fastener having a length sufficient to fasten to a support structure located beneath the surface for attaching the anchor plate thereto. A plurality of threaded apertures is formed in the anchor plate. A cover plate is positioned over the anchor plate and has a plurality of third apertures that align with the plurality of threaded apertures in the anchor plate. A threaded fastener extends through each third aperture and is threadedly engaged with the second threaded apertures of the anchor plate for securely attaching the cover plate to the anchor plate. One or more fourth apertures are formed in the cover plate and configured to receive a third fastener for attaching the object to the mounting adapter.

Abstract: The present disclosure is directed to a precast collar for providing a protective structure (ex.—a surround structure), a proprietary support structure and an appearance-enhancing (ex.—non-distracting) base accessory for a pole foundation and a pole (ex.—for a utility pole foundation and utility pole). The precast collar may be formed of precast concrete and may be of sufficient dimensions and construction for at least substantially surrounding and for protecting a support structure and body structure portion of a pole foundation. The precast collar may form a recessed portion for receiving a support structure of a pole foundation. The precast collar may be supported upon the pole foundation via the support structure of the pole foundation, while providing access to a base structure of the pole foundation via a cavity formed through the collar, so that said base structure may be connected to a pole.

Abstract: The present disclosure resides in a post, configured to be removably securable in an aperture and having a predetermined first cross-sectional area. The post includes an end portion having an angled face and a wedge, having a complementary angled face arranged against the angled face of the end portion. The wedge is configured to be slidably movable at the end portion to adjust a second cross-sectional area, defined by the wedge and the end portion. The angled face of the wedge is slidably movable relative to the angled face of the end portion to increase the second cross-sectional area relative to the first cross-sectional area to tightly secure the end portion (14) within an aperture. The post may further comprise a mechanism connected to the wedge for slidably moving the angled face of the wedge relative to the angled face of the end portion to increase the second cross-sectional area relative to the first cross-sectional area to tightly secure the end portion within an aperture.

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 port anchor system and method for anchoring and cementing adjacent and often separated leaves (layered structures) of masonry. The method and various embodiments have the capability of being used for anchoring, cleaning and flushing of old mortar, and injecting grout into internal masonry voids, thereby tying and re-cementing or cementing the masonry mass back together. Various embodiments of anchor systems are provided for performing the various methods, more particularly, some of the embodiments describe port anchors which are used to clean and flush the old mortar and then grout fill the void between adjacent masonry leaves while other embodiments are used to grout fill the void.

Abstract: A hold down connector is provided for securing together multiple building members. The hold down connector resists movement of the building members when connected to an elongated tie member. In one embodiment, the hold down connector includes a transverse portion connected to first and second elongated legs with at least one aperture at elongated connections between the transverse portion and the first leg and between the transverse portion and second leg. In another embodiment, the hold down connector includes a transverse portion connected to first and second elongated legs with the transverse portion partially supported by transverse extensions of the first and second legs. A hold down connector in accordance with embodiments results in increased load bearing properties, construction from thicker materials, and easy installation.

Abstract: A support bracket is provided for fastening to a concrete molding form. The bracket has a first and second distal end connected by a middle portion. The distal ends are generally in a first plane and the middle portion extends from a side of each distal end at an obtuse angle relative to that plane. The distal ends are releasably fastened to the form during use of the bracket, with the middle portion extending to be embedded in the concrete. After removal of the form, one or both of the distal ends are bent away from the concrete during use, with pipes being inserted through the openings in the distal ends. The support bracket may incorporate an internally-threaded and generally tubular structure attached to the middle portion of the support bracket, with one end of the tubular structure embedded in the concrete during use and the other end exposed at the plane of the concrete surface for useful access to the internal threads.

Abstract: According to one embodiment, described herein is a wall anchor system includes an insert that is positionable within a hole in a wall. The wall anchor system further includes an anchor that is insertable into and passable through the insert. Additionally, the wall anchor system includes an elastic member that couples the insert and anchor. The insert and anchor remain coupled via the elastic member as the anchor is inserted into and passes through the insert.

Abstract: An anchor for a rectangular tube employs a wedge assembly, whereby rotation of an adjustment bolt of the wedge assembly moves an upper and lower wedge member together, and the wedge engagement with a central wedge member causes said central wedge member to move toward engagement with the tube, thereby securing the tube within a base body. Clevis pins and corresponding key hole slots mount the wedge assembly to a base, while allowing easy removal of the wedge when desired.

Abstract: A multi-purpose universal support is disclosed that can be configured to support multiple pipes, pipe junctions, vertical strut channels, horizontal strut channels, and thread rods. The disclosed support system allows for quicker installation, easy height adjustments, and a fewer supports than previously known supports.

Abstract: A truss includes a first cap, a second cap, a core member, at least two struts, and a fastening member securing the struts to the core member between the first cap and the second cap. The struts are rotatably attached to the core member between the first cap and the second cap of an angle between 15° and 180°.

Abstract: The invention relates to a device (D) for locking/unlocking to the ground (S) of a connecting plate (100) to the ground or to the rim of a basin of a roof element, the plate (100) being on the one hand connected to the rim of the roof element and on the other hand connected to the ground (S) or to the basin rim, the plate (100) being pierced with an orifice (121) coming opposite a hole (200) made in the ground, the locking/unlocking device interacting with the hole (200) made in the ground and resting on the plate (100) for the purpose of attaching the latter. This device is noteworthy in that it comprises an expandable bush (300) changing from a volume called a rest volume allowing it to be inserted into the hole (200) made in the ground to a volume called the expanded volume ensuring its adhesion to the walls (210) of the said hole (200). Applications: attaching swimming pool shelters.

Abstract: A support plate positioned on or within a construction block formed on the upper surface thereof a channel for the receipt and engagement of a short leg of an anchor bolt, there being two planar vertical upstanding panels adjacent the channel, said vertical upstanding panels engaging the outer circumference of the long leg of the anchor bolt in 180 degree relationship, thereby insuring its maintenance in a vertical orientation.

Abstract: A wind turbine tower includes a first substantially tubular wall section having a tapered edge; a second substantially tubular wall section, arranged substantially coplanar with the first wall section, having a flared edge for seating against the tapered edge of the first wall section; and at least one fastener for securing the tapered edge of the first wall section to the flared edge of the second wall section.

Abstract: A true retrofit hurricane and earthquake clip for connecting the roof to the outside wall. The metal connector includes a base member with formed pockets that form tunnels. The base member has attaching means to outside sheathing and the underlying top plate of a wall. Threaded rods from the roof are inserted through the tunnels of the base member and tightened together. The invention can be installed on different structural members of a house including a rafter, hip rafter, valley rafter, and facia board. The connector inhibits uplift, detachment, outward thrusting, twisting, and lateral movement, thereby preventing wind and seismic damage to a building.

Abstract: The invention relates to a flanged hillside washer assembly that is used to mount bracing rods on metal building frames. The flanged hillside washer assembly includes a flange portion and a hillside washer portion. The flange portion has a flat base on one end, an upper surface and a channel passing therethrough. The hillside washer portion extends from the upper surface of the flange portion and has a smooth upper curved surface, a pair of side walls extending from the smooth upper curved surface to the upper surface of the flange portion, and a channel passing between a first opening in the curved surface to the channel in the flange portion to form a continuous channel through the flanged hillside washer assembly. The two side walls are positioned on opposite sides of at least one solid region, the solid region defining at least a part of the channel, extend from the curved surface to the upper surface of the flange portion and limit a pivoting movement of a mating rod within the channel.

Abstract: A reinforcing bar anchorage 1 in accordance with the present invention includes a sleeve 2 having an ellipsoidal cross-sectional shape, an anchoring member 3, and a wedge member 6. The anchoring member 3 includes a steel plate 5 having a substantially circular plate-like body and a connection rod 4 provided upright on the steel plate. The connection rod 4 is formed from a straight steel rod having a circular cross-section. The sleeve 2 is configured such that the connection rod 4 and the reinforcing bar 11 can be inserted thereinto while the connection rod 4 and the reinforcing bar 11 can be parallel to each other so as to overlap each other by a predetermined length. Wedge insertion holes 9, 9 are formed in the sleeve 2 between the reinforcing bar 11 and the connection rod 4 so as to be opposed to each other. A wedge member 6 is designed to be inserted into the wedge insertion holes 9, 9 for press-fitting.

Abstract: An anchor for a rectangular tube employs a wedge assembly, whereby rotation of an adjustment bolt of the wedge assembly moves an upper and lower wedge member together, and the wedge engagement with a central wedge member causes said central wedge member to move toward engagement with the tube, thereby securing the tube within a base body. Clevis pins and corresponding key hole slots mount the wedge assembly to a base, while allowing easy removal of the wedge when desired.

Abstract: A post anchoring method for fence, deck, balcony and railing applications comprising providing an apparatus comprising a base member adapted to being attached to a surface and a tubular member that defines an inside surface, an outside surface and has a base end and a terminal end, and is at least twice as long as it is wide, wherein the base end is connected to the base member, and the terminal end defines an edge capable of piercing into the post; and carrying out the following steps in any order: attaching the base member to the surface; and aligning the post with the tubular member, abutting an end of the post to the terminal end and forcing the tubular member into the post to substantially impale the post such that the outside and inside surfaces frictionally engage the material of the post to secure the tubular member to the post.

Abstract: A reduced eccentricity guardrail post connector is provided and includes a connection element having a tensile force resistant portion and a shear resistant portion, where a proximal end of the shear resistant portion is connected at about a normal angle to a distal end of the tensile force resistant portion. The post connector further includes a post coupler disposed at a proximal end of the tensile force resistant portion, where the post coupler compressively joins a post to a rim joist. Additionally, a joist coupler is disposed at a distal end of the shear resistant portion, where the joist coupler compressively joins the connector element to a joist. Further, a joist material strengthening element is disposed into the joist to resist tensile loads in joist material. The tensile resistant portion resists tensile loads and the shear resistant portion resist shear loads when the horizontal forces are imparted on the post.

Abstract: A compression bar system for a braced facade structure is disclosed. The system includes a compression bar, and connecting elements connectable to the compression bar. Each connecting element is formed as a pre-fabricated part and is connectable to tie elements.

Abstract: A connecting device for curtain wall units is disclosed. The connecting device comprises: a claw arm having a horizontal arm for carrying the curtain wall units; a plurality of clamping plates, each two clamping plates fixed on the horizontal arm to clamp the curtain wall units; and a claw base connected to the claw arm and a supporting structure of the curtain wall units. The weight of curtain wall is supported by the claw arm of the connecting device, and point-supported type clamping of the curtain wall is realized by the clamping plates on the end of the claw arm, which enables the stability and security of the structure of curtain wall. The claw arm is hidden in the space between the curtain walls, and thus the whole appearance of curtain wall is beautified. Furthermore, it is unnecessary to provide through holes on the glass wall units.

Abstract: A device for affixing a building element to a supporting element, comprising a guide housing for attachment to the building element or the supporting element. Mounted in the guide housing are at least one movable telescopic member and at least one pull-out cable which is fastened to an attachment point in the telescopic member. The attachment device further comprises at least one return cable fastened to the telescopic member and passed round a winding point to a location for operation of the attachment device or a stop strip for restriction of the extended length of the telescopic member. The attachment device may advantageously be used for affixing concrete elements or affixing staircase elements.

Abstract: A bracket connects a structural member to a structural element to stabilize the structural member against movement. The bracket includes connector portions for connecting the bracket to tensioned stabilizing cables or other structural stabilizing elements and one or more bearing elements which bear against the structural member to prevent relative rotational movement between the bracket and the structural member.

Abstract: A rock bolt comprising an elongated bar and an elongated deformable member, with a threaded nut to reduce the distance between the respective ends of the deformable member so as to deform at least part of the member away from the bar. The threaded nut may be located at the distal end of the rock bolt or the proximal end thereof. Though the term “rack bolt” is used, the bolt may be used as a ground anchor, or in other suitable applications, in which it is located in a hole drilled into earth as well as or instead of rock.

Abstract: An attachment device for panes of glass. The attachment device includes retainers arranged between each pane and a support structure. The retainers include structures to compensate for the dimensional differences, deformations and displacements between the pane and the support structure. Degrees of freedom of rotation of the structure include uni-axis pivot joints. Strung together degrees of freedom in translation may be produced within the joints or by installing the joints in such a way that they can move. Panes can be mounted in a statically determinate manner by virtue of an appropriate combination of degrees of freedom.

Abstract: An expendable concrete dowel placement apparatus comprising a concrete form and a dowel holder capable of quickly positioning a dowel perpendicular to the surface of the concrete form, thereby allowing the finished concrete slab to expand and contract relative to a control joint without the dowel causing the concrete to yield. The concrete form maintains a plurality of square or rectangular apertures which receive the dowel bar holders. Each dowel bar holder maintains a plurality of retention clips and a flange located at its open proximal end which positively positions the dowel bar holder within the apertures of the concrete form in a position perpendicular to the front surface of the central vertical member of the concrete form. The concrete form is composed of a non-typical shape which allows the control joint to transfer loads to adjoining concrete slabs through the length of the control joint.

Abstract: A spacer clip for securing side-by-side joists and a method for using such clips is provided. The spacer clip, constructed from sheet metal or a rigid composite includes a bridging section and a pair of legs that extend transversely to the bridging section. A draw bar is provided along the legs at positions remote from the bridging section. The draw bar is movable to vary the pressure applied by the legs to confronting sections of joists. The draw bar can be locked in a pressure-applying orientation with respect to each of the legs. In this manner, the joists are spaced by the bridging section at one end of their height and the draw bar pressurably spaces them at an opposing end of their height.

Abstract: An apparatus for supporting a heavy load above a tile roof without causing damage to tile members, comprising: an elongated base member adapted to lie upon the surface of the roof underneath a tile member; a lag bolt for securing the the base member to a rafter in the roof; a slidable carriage having a threaded hole therethrough, the carriage slidably engaging the base member; a threaded elongated shaft capable of being inserted through a hole in the tile member and into threaded engagement with the carriage so that the end of the shaft may be caused to engage the base member and thereby fixedly secure the shaft; and a means associated with the shaft for attaching a heavy load.

Abstract: An anchoring piece for hardenable material such as concrete or plaster, comprising a grasping shank and a base of larger cross-section than that of the shank. The base (3) includes at least one support strip (5) whose top is hollowed out and intended to hold a reinforcing iron or bar (4) so as to fix together the assembly constituted by the anchoring piece and the reinforcing bar.

Abstract: Apparatus for in situ attachment of insulation panels to poured concrete walls as the walls are formed. Preferably, polymeric F-shaped strips are attached to novel tie bars by transverse retainers, and receive the edges of insulation panels to hold them against the forms so that uncured concrete is poured between the forms and against the panels. After the concrete is cured, the forms are removed, leaving the insulation panels and the strips, the strips serving to receive dry wall fasteners.

Abstract: A concrete panel is provided having a threaded cylindrical concrete insert imbedded therein for receipt of a bolt. Preferably, the concrete inserts are imbedded in each corner of the panel. The inserts have an opening on at least one end thereof for receipt of a securing bolt after they have been imbedded in the concrete panel. Each insert has a passageway which allows a reinforcing bar to pass through the cylindrical insert. The concrete inserts can extend the entire thickness of the panel and the cylindrical bore opens on both sides of the panel. As a result the panel can be secured from either side during construction of a building. The panel can then be made with one style or configuration on one side and a different style on the other side. Thus, two different style buildings can be constructed from the panels.

Abstract: An improved stake device is provided which is capable of prolonged or even permanent ground position and location in a manner which is completely submerged below ground level at all times. The stake device allows for engaging and holding a securement line which may be removed from the stake device without movement of the stake device from its ground location and position. The stake device includes a longitudinal stake member which is attached to an open cylindrical housing member. A line receiving member is extended laterally from the frame of the housing member into an interior cavity therein for releasable fastening by a corresponding connection member of the securement line.

Abstract: An improved insert anchor assembly which provides a lifting clevis is disclosed. A novel void former comprising a body and plug to completely surround the lifting clevis is also disclosed. An improved hoisting attachment capable of complimentable receipt within the recess created by the void former is further provided.

Abstract: Concrete panels for making concrete decks or floors for spanning between structural supports; parts of such panels including shear connectors, thread formers, and resilient grout seals; tools for manipulating grout-seals; co-acting forms for making panels; interior and overhang panels and apparatuses and methods for fabricating and using such panels. The panels have a seal member device connected to a body member for sealing off a space between the panel and a structural support on which the panel rests.

Abstract: A fastener system for temporarily securing a reinforcing beam or the like to a poured concrete structural member includes an anchor to be set in poured concrete with an exposed handle portion free of said concrete, and a shaft with a slotted end for receiving the handle portion. A spring loaded pin in the slot retains the handle portion in interlocking engagement with the shaft. An opposite end of the shaft secures a strongback beam to the concrete structure.

Abstract: An improved insert anchor assembly which provides a lifting clevis is disclosed. A novel void former comprising a body and plug to completely surround the lifting clevis is also disclosed. An improved hoisting attachment capable of complimentable receipt within the recess created by the void former is further provided.

Abstract: A cup-shaped anchor is provided which has a large pullout resistance because it translates vertical pullout force placed on the anchor into lateral stress within the concrete slab. Preferably, the anchor is frustoconical and provided with two pairs of oppositely aligned holes located in the walls of the anchor which slant generally outwardly from its base. Bracing bars are preferably inserted through the holes to both reinforce the concrete slab and further increase the pullout resistance of the anchor. Preferably the bracing bars are separate, electrically non-conducting bars to electrically isolate the anchor and support members. The anchor permits elements to be attached to a face of a concrete slab by means of a threaded hole which is sealed against concrete entering during pouring.

Abstract: An anchor assembly for use in raising tilt-up wall sections which are cast in a horizontal position. The assembly includes an elongated steel anchor member supported in a vertical position on a base. A horizontal steel pin extends through an opening in the lower portion of the anchor member, with the pin and anchor member being retained in the base by two pairs of opposing resilient members which extend partially around the pin. A recess former is positioned over the upper end of the anchor member and is detachably locked to the anchor member by another pair of opposing resilient members which are extendable into a second opening in the upper portion of the anchor member. After the wall section is cast, the recess former is unlocked from the anchor member and removed from the wall section thereby providing access to the second opening of the anchor member.

Abstract: A pulling iron enclosure is provided for recessing a pulling iron in a wall of an underground vault. The enclosure is defined by a base and a removable cover. The enclosure has a cavity therein with the cover overlying one side of the cavity. A wall of the enclosure has an opening through which a pulling iron may extend for positioning the pulling iron in the cavity so that the pulling iron will be readily accessible in said cavity when the enclosure and pulling iron are embedded in a wall of the vault.

Abstract: A socket comprises a pair of L shaped sheet metal members which interlock to form a square tube, the walls having surfaces which define at least one pair of bayonet slots, each having an entry limb and a retaining limb. The clothes drier standard has a bayonet pin extending outwardly in a transverse direction, and this can be accommodated diagonally in the square tube during insertion, and subsequently rotated to have its ends register with the entry limbs and be guided by the entry limbs into the retaining limbs of the two slots.

Abstract: A rope anchor is disclosed for use on a metal wall at the periphery of a swimming pool. The anchor comprises an assembly of a one-piece molded anchor body, an anchor link and a pin. The anchor body has a front flange surrounding an opening which leads to a recess in a rearwardly protruding back section. The back section is adapted to be received in a hole in the aforesaid metal wall, and the recess is suitably dimensioned to receive and contain the anchor link. The pin is adapted for removable insertion through both the back section and the anchor link in the recess, with the ends of the thus inserted pin cooperating with the front flange to grip the metal wall therebetween. The anchor link is movable between an operative position extending beyond the face of the front flange and into the pool, and an inoperative position behind the same face, with an inclined supporting ledge being provided in the recess for urging the link into the inoperative position when the rope anchor is not in use.