Abstract: A locking device 21 for an anchor bar 2 of an anchor system of a concrete wall formwork has an annular sealing element 15 for sealing off an anchor penetration hole 13 in the formwork facing 7 and a threaded nut element 24 for threading the anchor bar 2 into a threaded nut thread of the threaded nut element. A tubular guiding device 45 is flush with the threaded nut thread of the threaded nut element 24 on the end of the threaded nut element 24 to be located at the concrete formwork side. The sealing element 15 has an elastic rubber inner sealing ring 46 and the free end 51 of the guiding device 45 to be located at the formwork element side is sealingly inserted with the inner sealing ring 46 into the sealing element 15.

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: An anchoring device for connecting manufactured components for the construction of buildings comprising an anchoring insert, which can be jointly associated with a first manufactured component and a linking element, which can engage the anchoring insert and can be associated with a second manufactured component, for the transmission of forces from the first manufactured component to the second manufactured component or vice versa.

Abstract: An improved connection between supporting and supported structural members, particularly between the sheathing and framing members of curtain walls.

Abstract: A building anchor system includes a pair of elongate anchor rods (1,2), an anchor rod coupling joint (3) for joining the anchor rods end-on-end, the anchor rod coupling joint comprising or including a sleeve (4, 5, 6 & 7) for connection to an end of one of the anchor rods (1) a slideable arm (8) receivable in the sleeve for connection to an end of the other anchor rod (2) a closed slot within the arm or sleeve for slideably receiving the free end of a stop member (13) by which movement of the anchor rods along their major axis is possible to the extent allowed by the length of the slot, and frictional adjustment means (6,7) acting between the arm and the sleeve by which they may be joined and by which the force required to move them with respect to each other can be selectively varied. The invention also extends of a method of preventing or inhibiting catastrophic structural failure of a building by installing one or more anchor systems of the type described.

Abstract: A variety of roof mount sealing assemblies are disclosed. The roof mount sealing assemblies allow a user to mount rails for solar panels, signs, satellite dish or any other desired item on the roof and have the mounting location sealed against water. The roof mount sealing assemblies has a body with a recess for a flexible washer, which is attached to a bolt body (or formed with the bolt body) and threaded either down in a base plate or directly into the roof. The bolt body and body form a double stud assembly, which also holds a flashing onto the roof to provide further water proofing.

Abstract: A tower base section, a tower adapter and a wind turbine having the tower base section and the tower adapter are provided. The tower base section includes a tubular side wall and a flange portion. The flange portion has an inner radius and an outer radius and is configured as a T-flange. The tubular side wall is located closer to the outer radius than to the inner radius. The adapter is arranged outside the tubular side wall and includes a bottom surface pressing from above on the flange portion.

Abstract: A furring strip fastening member is formed by a furring strip receiving plate, a bolt hole portion, a spring portion, and a rear face plate. The furring strip receiving plate and the rear face plate are shaped as flat plates that face each other. The bolt hole portion is provided at a central portion of the furring strip receiving plate. The spring portion connects the furring strip receiving plate and the rear face plate. The rear face plate has in a central portion thereof a through-hole. In a construction structure for buildings, a bolt is mounted to an anchor that is driven into a skeleton wall of a building that is formed by a concrete wall and a heat insulating material disposed outside the latter. This bolt traverses a through-hole in the rear face plate, and the bolt is screwed into a bolt hole portion. The furring strip is connected to the furring strip fastening member, and an external wall material is fastened to the furring strip.

Abstract: In an anchor for use in a lightweight construction panel having upper and lower cover plates with a support core disposed therebetween, which anchor comprises a cylinder body including a cement container with rupture areas and having engagement elements which, upon insertion of a displacement body into the cylinder body, spread the engagement elements outwardly below the upper cover plate and push liquid cement out of the cement container into the areas of the upper and the lower cover plates, the displacement body is coupled to the cylinder body for rotation therewith and the cylinder body has a bottom with broaching elements for cleaning the contact area of the lower bottom plate in front of the anchor upon rotation of the displacement body during anchor installation.

Abstract: A suspension device for façade elements of a façade of a building. The suspension device includes suspending elements engaging in receiving regions of elements of the suspension device that are arranged on the building side. The elements of the suspension device arranged on the building side include at least one base element that is fastened to the building and an adjusting device that is adjustable on the base element.

Abstract: A pipe support system is shown which is used to support an exposed pipe on a surrounding support surface such as the roof of a building. The device includes strut support with a base having a flat bottom for resting on the roof, an upright member of a given length which is connectable to the base at one extent and to a U-shaped channel region at an opposite extent. A pair of the strut supports can be placed in side-by-side relationship with a length of strut material passing between the two and forming a horizontal support surface for supporting the exposed pipe on the roof The length of the upright member can be altered by a user at a job site to thereby provide a device having a desired overall height.

Abstract: A fastener assembly comprises a first cylindrical member disposed within a second cylindrical member. One of the first and second cylindrical members is movable relative to the other in a first direction. The other one of the first and second cylindrical members is locked relative to the one in a second direction opposite to the first direction. A spring is operably attached to the first and second cylindrical members to urge one of the first and second cylindrical members in the first direction. A removable member is operably associated with the first and second cylindrical members to prevent one of the first and second cylindrical members from moving in the first direction prior to removing the removable member. The removable member is configured to be pulled out to allow one of the first and second cylindrical members to move in the first direction.

Abstract: A method of securing a bolt to a concrete structure without the necessity of turning the bolt during the installation process. A first set of hardware is provided for use during the forming and casting phases of creating the concrete structure. The first set of hardware is used to embed a bolt retainer in the finished cast concrete with a passage leading from the bolt retainer to the exterior of the cast concrete. A bolt is then placed in this passage and a portion of the bolt is driven through the bolt retainer to secure it.

Abstract: A cable anchor has ball surfaces that permit misalignment between the cable and a stem of the anchor, and a fitting that permits the introduction of a corrosion inhibitor to the interior of the anchor.

Abstract: A ground anchor assembly includes at least two threaded studs, an anchor plate having at least two openings sized and shaped to receive the at least two threaded studs. The assembly further includes a first fastener for each of the at least two threaded studs attached to the respective stud and bearing against a first side of the anchor plate, and a break-away fastener for each of the at least two threaded studs and attached to the respective stud on an opposite side of the anchor plate. Each break-away fastener cooperates with the corresponding first fastener to retain the corresponding stud in position relative to the anchor plate and the other of the at least two studs.

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: Mechanical clips and pier cap assemblies are provided that may be used to construct solar panel mounting frames. The assemblies include a pier cap that is configured to be attached to a top portion of a pier, which includes an opening and a flange stop. The flange stop is configured to support a solar panel mounting frame member. The assemblies further include a clip that has an aperture and a tab, with the tab being configured to be disposed through the opening in the pier cap. The assemblies further include a bolt and a nut, which are used to secure a solar panel mounting frame member to the pier cap.

Abstract: A “J” Bolt Roof Hardware Mounting stanchion for elevating and supporting objects such as wind turbines and solar panels upon a roof where high load and wind sheer are present. This invention presents a new method of capturing the roof rafter with a bolt shaped in the form of a “J” rather than running the risk of damaging a rafter with a lag bolt. A hole is drilled along side of the roof rafter and the “J” bolt is slipped through the hole and hooked around the bottom of the rafter. The Roof Plate is slid down the shaft of the “J” bolt to the roof deck and then the nut on the shaft of the “J” bolt is tightened to secure the “J” bolt and base plate in place. The stanchions and vibration dampener are installed and the system is ready for use.

Abstract: A restoration anchoring system for use in cavity wall structures having an inner wythe and an outer wythe that requires remediation or re-anchoring is disclosed. The anchoring system employs a three-part system that is installed within the existing bed joints of the outer wythe to reattach and re-anchor the outer wythe to the structural inner wythe. The three-part system includes a helical dowel, a seismic T-clip and a reinforcement member. The helical dowel is self-threading and self-drilling. When the three-part system is installed within the outer wythe and attached to the inner wythe, the system is captively embedded in the outer wythe thereby providing a seismic construct.

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 installation structure of a solar cell module comprising: a solar cell module including a solar panel, an eaves-side frame in a long shape holding an edge on an eaves side, a ridge-side frame in a long shape holding an edge on a ridge side opposite to the edge on the eaves side, and a lateral frame in a long shape holding edges of the solar panel different from the above edges; and a fixing member fixed to a predetermined structural member in a roof at a position on a ridge side further than the ridge-side frame and configured to prevent the ridge-side frame from moving towards the ridge side of the roof and in a direction perpendicular to a surface of the solar panel, the eaves-side frame of another solar cell module being positioned above the ridge-side frame and supported by the fixing member from outside.

Abstract: A water leakage-proof apparatus aims to be firmly held between a shaft and a fixed surface to maintain water leakage-proof effect of the fixed surface and the surrounding of the shaft to prevent external water from flowing along the shaft into chinks around the shaft to form water leakage. The water leakage-proof apparatus includes a casing which has an orifice and an opening at one side. The water leakage-proof apparatus is coupled on the shaft through the orifice so that the opening covers the fixed surface. The water leakage-proof apparatus holds waterproof powder inside to achieve water leakage-proof effect.

Abstract: A fixture for securing a glass balustrade to masonry comprises at least two panes of glass forming a safety glass panel and a U-section rail in which the panes of glass are secured by means of a coat of adhesive filled into the inside surfaces of legs and a bar of the U-section rail, so as to provide reliable protection against falling, and which absorbs forces acting on the balustrade by mechanical means and passes the forces on to the masonry and offers an adjusting means in order to allow the balustrade to be aligned plumb.

Abstract: Panel mounting components and systems for mounting objects, such as decorative architectural resin panels, can include one or more of a twist-lock mounting assembly and a melt-bondable panel mounting bracket. Twist-lock mounting assemblies can include a housing and locking pin configured to automatically lock together, thereby allowing a user to quickly and easily mount and dismount panels from a support structure. Melt-bondable panel mounting brackets can include one or more bonding features configured to be pressed into a resin-based panel, thereby allowing additional components, such as a twist-lock mounting assembly, to be secured directly to a single side of a panel.

Abstract: A mounting assembly (70c) for installing solar cell or photovoltaic modules (58) on a building surface (34) is disclosed. The mounting assembly (70c) includes a mounting device (74), a stud (114) that may be threaded to the mounting device (74), a clamping member (142) that may be positioned on the stud (114), and a nut (128) that may be threaded onto the stud (114) to secure the clamping member (142) to the mounting device (74). A mounting plate (110?) is disposed somewhere between the clamping member (142) and the mounting device (74). This mounting plate (110?) includes a raised structure or dome (174) on its upper surface (170) for positionally registering modules (58) thereto, a plurality of grounding projections (172) on this same upper surface (170), and a plurality of wiring tabs or clips (178) on its lower surface (176).

Abstract: A mounting assembly (70c) for installing solar cell or photovoltaic modules (58) on a building surface (34) is disclosed. The mounting assembly (70c) includes a mounting device (74), a stud (114) that may be threaded to the mounting device (74), a clamping member (142) that may be positioned on the stud (114), and a nut (128) that may be threaded onto the stud (114) to secure the clamping member (142) to the mounting device (74). A mounting plate (110?) is disposed somewhere between the clamping member (142) and the mounting device (74). This mounting plate (110?) includes a raised structure or dome (174) on its upper surface (170) for positionally registering modules (58) thereto, a plurality of grounding projections (172) on this same upper surface (170), and a plurality of wiring tabs or clips (178) on its lower surface (176).

Abstract: A clamp assembly for clamping one or more solar panel cells to a supporting frame rail. The clamp assembly may have a clamp body, an insert and a fastener. The clamp body may have a neck portion and a pair of shoulders extending generally perpendicular to the neck portion. The shoulders may be adapted to overlay edges of a pair of adjacently positioned solar panel cells resting on a frame rail. The insert may be sized to be inserted into the neck portion, with the insert having a plurality of teeth formed along its length. The insert may be captured within the neck portion of the clamp body so as to be non-removable therefrom, but still able to be rotated within the clamp body. The threaded fastener may be pressed into the insert and captured by the teeth, and then once a head portion thereof is positioned within a channel of the frame rail, the insert may be rotated to tighten the fastener and clamp the edges of the pair of solar panel cells to the frame rail.

Abstract: A building structure including a first building member and a second building member may be connected by a plurality of fasteners, each fastener having a head, a threaded portion having a through hardness of between HRB 70 and HRC 40, a thread-forming portion of at least HRC 50 hardness enabling the fastener to form threads in at least the second steel building member, and a fluted lead portion of at least HRC 50 hardness with a nominal diameter between 70 and 95% of major diameter, such that the fastener is capable of providing a ratio of strip torque to thread-forming torque of at least 3.0 and a ratio of strip torque to drive torque greater than 6.0 when the second steel building member having a thickness of 0.25 inch and the fluted lead portion having at least one diameter within nominal diameter between 80 and 98% of major diameter.

Abstract: An anchoring device is disclosed comprising a generally horizontal top element made of a resilient material embedded with a high-strength material and being of varying thicknesses throughout and having a generally downward extending element of a variety of shapes extending downwardly from the underside thereof. The high-strength material may be of any high-strength material, such as metal, rigid high-strength plastic, or fiberglass, for example and may be embedded as a solid or as particulate material. When used as a particulate, the high-strength material may be embedded in select areas as required to customize the anchor. Where desired, the generally downwardly extending element may also comprise a high-strength material of either solid or particulate form.

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 foundation for a tall vertical structure, such as a wind turbine installation, features anchor bolts having a grout cap slid over the anchor bolt, where the grout cap has a flared skirt which seals against the open annulus formed by the anchor bolt and its accompanying PVC sleeve, where the top of the PVC sleeve is generally flush with the bottom of the grout trough. The grout cap extends from its bottom which abuts the bottom of the grout trough, up and extending at least partially into a bolt hole in the tower flange. A method of protecting anchor bolts utilizing the grout cap is also described.

Abstract: An anchor element for a tower includes an anchor plate element including an upper surface, a lower surface, and at least one first through-hole extending between the upper surface and the lower surface; and at least one first nut having a female thread, the at least one first nut being provided at the at least one first through-hole at the lower surface of the anchor plate element so as to cover the at least one first through-hole, wherein the at least one first nut is non-releasably connected to the lower surface of the anchor plate element.

Abstract: A fastener assembly comprises a first cylindrical member disposed within a second cylindrical member. One of the first and second cylindrical members is movable relative to the other in a first direction. The other one of the first and second cylindrical members is locked relative to the one in a second direction opposite to the first direction. A spring is operably attached to the first and second cylindrical members to urge one of the first and second cylindrical members in the first direction. A removable member is operably associated with the first and second cylindrical members to prevent one of the first and second cylindrical members from moving in the first direction prior to removing the removable member. The removable member is configured to be pulled out to allow one of the first and second cylindrical members to move in the first direction.

Abstract: A spacer for an anchor includes a base having first and second sides. The first side is adapted for engagement with an anchor. At least two spikes extend from the second end of the base. An opening is provided within the base.

Abstract: The invention relates to the field of techniques for connecting construction elements suitable for use in the construction of buildings, in the sector of civil engineering. The connection system (1) connects a first construction element (2) to a second construction element (3) and comprises at least one retaining element (1a) integral with the first construction element (2) and an anchoring device (1b) connecting the retaining element (1a) to the second construction element (3); the anchoring device (1b) comprises two wings (4) and a middle part (5), which connects the two wings (4) and is placed in contact with the retaining element (1a); the intrados of the two wings (4) lies on a same plane; the axes of the two wings (4) provide an angle therebetween with the vertex pointing the first construction element (2); each of the two wings (4) is connected to the second construction element (3).

Abstract: In an anchor for the attachment to flat building components including two cover plates and an intermediate support core layer wherein the anchor comprises an expansion body and a wedge body which is inserted into the expansion body and includes an opening for inserting a mounting means, the installed anchor is disposed in an opening of the component which extends through the cover plates and the intermediate support core plate. The expansion body has spreadable engagement elements, wherein, with the anchor installed, a cylinder zone is in contact with the bore wall of the first cover plate, and a wedging zone spreads out engagement elements behind the first cover plate. A part of the anchor is additionally disposed in the second cover plate.

Abstract: Anchoring devices and systems are disclosed for use with elongated reinforcement members such as FRP, SRP, metallic bars, or cables. Such devices and systems impart a compressive stress into a static structure having the elongated reinforcement member running therethrough or therealong. An anchoring system can include an anchor block that includes a front end surface for contacting the static structure, an axial bore for receiving the elongated reinforcement member, and clamping members that, when closed, exert a radial clamping force on a reinforcement member in the axial bore. A tensioning and anchoring system may include one or more tensioners integrally connected to an anchor block. At least one sleeve may be secured to the anchor block and cooperate with a bolt that displaces the anchor block to place a tensile force on the elongated reinforcement member and impart a compressive force on the static structure.

Abstract: A foundation system includes metal framing members that support a reinforced, lightweight, dimensionally stable cementitious panel. The foundation system is non-combustible, water durable, mold and rot resistant, and termite resistant. The panels employ one or more layers of a continuous phase resulting from the curing of an aqueous mixture of inorganic binder, for example, calcium sulfate alpha hemihydrate, hydraulic cement, an active pozzolan and lime. The continuous phase is reinforced with glass fibers and contains lightweight filler particles, for example, ceramic microspheres.

Abstract: A height adjustment mechanism adjusts the height between first and second walls of a building panel. The walls are typically formed from poured concrete. The mechanism includes a tubular base with an interior threaded surface and extending arms for embedding the base within the first wall when cured. A cap is removable from the base upon curing of the first wall material to expose the base interior threaded surface. A cylindrical torpedo screw is translatable vertically upon rotation of the torpedo screw about its longitudinal axis within the base. The torpedo screw distal end is immersible within the second wall material before curing. In operation, removal of the cap from the base exposes the torpedo screw proximal end such that rotation of the torpedo screw at its proximal end adjusts vertical orientation of the first wall with respect to the second wall.

Abstract: The ground anchor includes a shaft having a pointed lower end, an embossed section extending between lower and upper portions of the shaft to retain the threaded upper portion above ground, at least one helical blade attached to the lower portion, a stabilizer cap mounted concentric on the upper portion, the cap having an outer diameter greater than the helical blades and having a plurality of spikes, a first and second securing member threaded onto the upper portion for holding the stabilizer cap against the embossed section and rotating the shaft into and from the ground, the second securing member having an outer diameter less than the first securing member and an interchangeable mount threaded to the upper portion. The interchangeable mount having a housing for covering the securing members and the upper portion and optionally having an attachment(s) extending therefrom.

Abstract: The present invention relates to a mounting system (1) for mounting one or more solar panels (P). The mounting system (1) comprises: a plurality of elongate bearing members (10) adapted to be arranged spaced apart and substantially parallel to one another on a rooftop surface, and in particular on an outer sealing membrane (S) of the rooftop, and a plurality of fastening straps (20, 20?) for fastening the bearing members (10) to the rooftop surface. Each of the bearing members (10) is adapted for mounting a solar panel (P) or a support frame (F) of a solar panel thereon, and each of the fastening straps (20) is adapted to engage one or more of the bearing members (10) and includes a securing region (21) for securing the strap to the rooftop surface.

Abstract: This cement mortar panel with prestressed biaxial reinforcement is formed by a slab of cement mortar which, having a thickness ranging from 2 to 7 cms, includes a biaxial reinforcement. The slab has occluded in the cement mortar mass means for versatile operating on the panel assembly allowing for its handling and/or fixation to a building structure, which versatile operating means constitute of themselves, on one part, means for retaining them in the set mass of cement mortar and, on another part opposite to the former, anchoring means either for panel handling members or members for its fixation to the building structure.

Abstract: A cover for encasing threaded rod extending from structural concrete. The cover is in the shape of a cylindrical body having a length at least as long as that portion of the receiving bar extending from the structural concrete and having a diameter larger than that of the threaded rod.

Abstract: A construction insert configured for use within an elevator hoistway is provided. The construction insert includes a channel having a front face and a back face opposing the front face. The channel is configured to define an internal passage within the channel. A plurality of brackets is attached to the back face of the channel, each of the brackets configured for attachment to a structure within the elevator hoistway. Each of the brackets is planar in shape.

Abstract: A brick bracket which is installed in a recess provided by removal of brick of a brick veneer in order to be attached to studs of a framework of the building without contacting the bricks. The brick bracket has a front wall which extends outwardly and covers the brick facing and carries carriage bolts to which a ledger can be affixed such that the ledger is able to support an attached structure so that the brick bracket will not apply any force to the bricks of the brick facing.

Abstract: The pressure plate assembly is used for securing curtain wall panels. The pressure plate assembly includes an elongated base member and an elongated stiffening member. At least a portion of the interior main face of the stiffening member is removably engagable against a corresponding mating surface on the exterior main face of the base member. The stiffening member is made of a material having a mechanical stress resistance higher than that of the material of the base member. At least one longitudinally-extending thermal insulation chamber is provided within a space located between the interior main face of the base member and the interior main face of the stiffening member.

Abstract: In an anchor for installation into a lightweight construction panel including at least a cover plate, wherein the anchor includes a radial clamping section for firm engagement with the cover plate when installed in a bore formed into the construction panel, the radial clamping section comprises an upper zone provided with axial grooves and a lower zone having transversely extending grooves both in engagement with the walls of the bore in the area of the cover plate.

Abstract: The composite joist floor system includes joists supporting metal decking and a stand-off fasteners are spaced along the length of the joist Each fastener has an upper portion with a a through hardness between HRB 70 and HRC 40 and a lower portion having a threaded portion with a through hardness of between HRB 70 and HRC 40 and a thread-forming portion adjacent the threaded portion with at least a HRC 50 hardness and failure torque to thread-forming torque of at least 3.0 and a drive torque at least 20% less than a thread-forming torque, and a fluted lead portion adjacent the thread-forming portion with a nominal diameter between 70 and 95% of major diameter of the threaded portion adapted to form a fastener opening. These stand-off fasteners extend into and are encapsulated by a cementitious slab supported by the metal decking to form a composite floor system.

Abstract: Fasteners, and related methods, for securing deck boards to a support joist are disclosed. In one embodiment, the fastener comprises a base portion and a cap portion on the base portion. In some embodiments, the base portion includes an opening formed therethrough for receiving a securing device, and legs extending from an upper surface of the base portion and between edges of adjacent deck boards to define a spacing between the adjacent deck boards. The cap portion can include an opening for receiving the securing device therethrough to secure the fastener to the support joist. In addition, the cap portion may include legs extending around the base portion and comprising teeth extending therefrom that bite into grooves formed in the edges of the adjacent deck boards when the securing device secures the fastener to the support joist, thereby securing the deck boards to the support joist.

Abstract: A continuity tie is provided for connecting a prefabricated shearwall to a structural member above the prefabricated shearwall. In the preferred embodiment, the continuity tie is a steel tube with aligned openings for receiving a threaded rod therethrough. The tube is welded to the shearwall. A pair of tubes are preferably attached. Nuts attach the threaded rod to the tube. The threaded rod attaches to a structural member above the tube.