Abstract: A cold formed, sheet metal structural member having a first planar web member with two longitudinally extending legs such that the structural member or chord comprises an elongated member of substantially U-shaped cross section being longitudinally symmetric and being closed at one end and open at the other end. The legs are mirror images of each other and terminate with outwardly extending hollow flanges having a margin area juxtaposed to the leg. The bracing web members are slidably receivable within the U-shaped cross section and can be secured to the depending legs by suitable fasteners. A secondary web is positionable on the structural member in parallel relationship to the first web to provide additional resistance for sheathing fasteners.

Abstract: A retrofit roof tie down that helps prevent the roof from separating from the gable end wall, having a fork and yoke to accommodate different roof pitches. The forks attach to pipe that holds down the roofing material and roof sheathing. A plate attaches to the gable wall securing the outside sheathing to the underlying rafter. A bolt fastens the yoke and plate together through the roof and an eye nut secures everything together. A cargo strap secures the eye to the ground.

Abstract: A concrete embedding anchor includes. An anchor including an anchor body having a head at one end of the shank and a stopper at the other end, a fitment concentrically mounted to said head and having an external thread and easy breaking portion formed on the round bar portion thereof, and a hemispherical shell-shaped former fitted with the middle portion of said anchor shank. A retainer is secured to the concrete form in advance, said anchor fitment is inserted into and screwed up to said retainer, said anchor is combined with the concrete form, then concrete is poured, and said concrete form is taken away after the concrete has hardened.

Abstract: A rectangular dowel bar sleeve is disclosed for receiving dowel bars and tie-bars that allows opening and closing of joints between adjacent cast-in-place slabs and pavements while allowing differential lateral movement of adjacent cast-in-place slabs in either direction parallel to the longitudinal axis of the joint and while preventing differential vertical movement of the slabs on either side of the joint. A form panel having an alignment ridge and spaced apart holes for attaching blockout bars to the form panel is disclosed. The blockout bars can be used to accurately create voids extending perpendicularly from the form panel and having upper and lower surfaces that are parallel to the intended upper surface of the cast-in-place slab.

Abstract: A system for insulating only the interior surface of a concrete wall to be poured between a pair of interior and exterior wall forms. The system includes horizontally extending elongated tie strips which connect to each of the wall forms to hold the wall forms spaced apart, a single layer of insulation positioned in contact with the interior wall form, and a plurality of connectors for securing the single layer of insulation to only the interior surface of the concrete wall. The connectors include an enlarged head portion which engages the insulation and a web portion of smaller cross section which extends through apertures in the insulation and into the space between the wall forms, the web portion including openings for the passage of concrete therethrough.

Abstract: A concrete insert with a C-shape and having a flat bottom plate and a top plate connected by a side plate with the planes of the top and bottom plates being parallel, each of the top plate and bottom plate containing a hole with centers of those holes lying on the same axis, and means associated with the top and bottom holes to engage a threaded support rod.

Abstract: The invention relates to a ductile-failure anchor (2, 32) for concrete elements (3, 39) used in construction. Each anchor (2, 32) includes a plug (4, 34) attached to a securing element (5, 5a or 55) and secured within each concrete element (3, 39). The securing element may included folded bars or a strap 5a. The securing element (5, 55) is placed about the plug (4, 34) and either secured in place (a first option) or held in position about the plug (4, 34) by supports 38 (second option). Each securing element (5, 55) includes at least two regions (10), each region (10) being of a pre-determined length and cross-sectional area. When the anchor (2, 32) is overloaded each region (10) fails in a ductile manner before the burst strength of any part of the concrete element (3, 39) is reached.

Abstract: A tie rod assembly for use with forms for forming a wall of pourable, curable material. Each assembly has a rod having opposite threaded ends and two spacers. Each of the spacers has a first conical section having a recessed opening at an apex region of a concave conical guide surface and a hexagonal recess surrounding the apex region, and a second conical section having a threaded bore communicating with the apex opening. The threaded bore has a coil thread nut integrated with the conical second section. The concave conical guide presents a target for directing a remotely inserted bolt towards the apex region for engagement with the coil thread nut.

Abstract: A concrete form spacing fixture comprises a bar type separator having a prescribed length which is provided with a male screw on its end portion, an attachment which is provided with a concave part having an open end and so formed that the open end of the concave part defines an end surface perpendicular to the longitudinal direction of the separator in a state fixed to the end portion of the separator, and a fastening member having a female screw forming part provided with a female screw to be fitted with the male screw of the separator with an outer diameter smaller than an opening diameter of the open end of the concave part of the attachment on an end thereof so that a flange type stop part is provided on a base portion of the female screw forming part. According to this structure, no male screw is inserted in a hole of a form panel, whereby the form panel is prevented from breakage caused by a bite of a thread.

Abstract: A reusable coupler for accurately setting a threaded anchor in a concrete foundation to be poured having an attachment member for releasable attachment to a supporting structure and a tongue member that is formed with means for releasably gripping the threaded portion of the anchor. The releasable mechanical grip of the reusable coupler on the anchor is strong enough to insure that the orientation and the placement of the anchor will be maintained when the lower portion of the anchor is subjected to laterel forces during the concrete pour. The reusable coupler utilizes a one-piece design, wherein the mechanical gripping means works independantly from the attachment member. The reusable coupler can attach to a single form member for a concrete structure.

Abstract: In steel reinforced concrete structures, a hanging system uses an embeddment anchor with a head or washer positioned behind the second layer of reinforcing from the load being supported. An adjustable length tubular opening or shank extends from the head or washer to the form which forms the surface from which the load is to be supported. In the tubular embodiment, two sealed tube sections telescope with respect to each other for adjustment to the required distance and are held to the head or washer by a removable plastic threaded fastener. After the concrete is poured, the fastener is removed and a threaded stud such as a rod is threaded into the head or washer through the tube. The tube is then sealed. In another embodiment, an internally threaded sleeve is adjusted on a threaded shank to obtain the variable distance from the washer or head to the form.

Abstract: An apparatus is disclosed for joining structural units. A structural unit, such as a precast concrete section of pipe, decking, bridge structure, building structure, or pavement, includes a plurality of spaced, longitudinally aligned tubular members. The ends of each structural unit are flush, and the ends of the tubular members are flush with the ends of the structural units. When two of such units are to be joined together, a guide member is inserted in one end of each of the first tubular members in the first structural unit, while an internally threaded insert member is inserted into a corresponding end of each tubular member in the second structural unit. The guide members and insert members have axial apertures with the aperture in the insert member being internally threaded. The two structural units are brought together so that each guide member on the first structural unit enters into the corresponding end of the tubular members containing the inserts in the second structural unit.

Abstract: A cover member that engages a hook member formed into a precast, reinforced concrete block. The hook member assists in the lifting, transporting and manipulating of the precast, reinforced concrete block. The cover member is formed of a water resistant, flexible and resilient material. Preferably, the cover member has a shape similar to a hat with the apex of the crown thereof being opened by way of an inwardly tapered aperture having at least one slit therein. The tapered aperture has an entrance portion dimensioned to accommodate the insertion of the head of the hook and an exit portion dimensioned to engage the shank of the hook. A slit of the aperture is dimensioned to allow the exit portion of the aperture to rigidly engage the shank of the hook as the precast, reinforced concrete block encounters movement.

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: An apparatus for joining precast concrete units. A precast concrete unit, such as a section of pipe, decking and pavement includes a plurality of spaced, longitudinally aligned tubular members. The ends of each concrete unit are flush and are bounded by rounded edges to prevent chipping. The ends of the tubular members are flush with the end of the concrete unit. When two of such units are to be joined together, a guide member is inserted in one end of each tubular member on one concrete unit while an internally threaded insert member is inserted into each end of the tubular member in a second concrete unit. The guide members and insert members have axial apertures with the aperture in the insert member being internally threaded. The two precast concrete units are brought together so that the guide member on one concrete unit enters into the ends of the tubular members containing the inserts in the second concrete unit.

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 plurality of pilot hole impressing molds connected to a generally flat base structure constructed of resilient materials temporarily attached to the inner face of the temporary forms for the formation of the concrete structure. As concrete sets the forms and the pilot molds are removed exposing the pilot holes. Pilot mold extensions may be modified with metal caps and temporarily attached. As concrete sets and forms and molds are removed, the metal caps remain permanently embedded in 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: 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: For the production of cross ties for switches, made of concrete in a prestressing fixture, a recoverable device for the emplacement of tubular components is built into the bottom of the concrete form for the tie, which comprises a pin and a nipple inserted detachably into its bottom. The nipple can be inserted into a corresponding bore of a base plate. The bore determines the position of a tube in the cross tie, has an upper and a lower stop with which it is anchored in the pin or the base plate, respectively, and can be firmly tensioned upon the base plate.

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 precast concrete beam is supported at its end by columns via the agency of retractable hanger arrangements preferably located in cavities at the upper ends of the beam. Each hanger arrangement includes a hanger member which is movable in the cavity from a retracted position within the cavity through a hanger eye device to an extended position in which the hanger member engages the eye device at an upper central portion of the hanger member and in which the hanger member extends in cantilever manner into a recess defined in the adjacent column. In its extended position, the hanger member has its opposite ends supported on bearing plates located in the cavity and in the recess. The hanger eye device is structurally tied into the beam for carriage and transfer to the beam of the support forces for the beam and of forces arising from loads applied to the beam in use.

Abstract: An assemblage for setting an anchor in a mass of concrete is shown. It comprises an anchor and a setting bolt, which have mating threads. Once the anchor is set, other bolts can replace the setting bolt and then be used outside the wall for various purposes. For instances, with a bolt that extends outside the wall, the system can be used to erect a scaffold.

Abstract: A molding for the retention of a tie during the concerning of a precast concrete part is provided. In the removal of the molding from the recess of the precast concrete part, the molding is drawn off from the tie, so that the tie head projects into a recess in the precast concrete part. So that it can be pulled out of the precast concrete part easily, the molding has at least one lifting-out part which is preferably in the form of a rope loop and which, on the lifting-out side facing away from the precast concrete part, can be bent into the plane of the lifting-out side or raised outward in order to pull out the molding.

Abstract: A parking meter anchor includes a mounting bolt extending from a vault chamber of the parking meter head through a tapered mounting base extending therefrom and into an interior of a hollow post. An anchor nut is received on the mounting bolt and carries toothed expansion wedges which are held against an inside of the post by tapered surfaces of the mounting base and by radially extending tongues on the anchor nut.

Abstract: An apparatus for casting an anchor in a concrete unit in which the head of the anchor is gripped by a plurality of resiliently-biased gripper elements pivotally attached to a cylindrical mandrel, the mandrel is drawn within the bore of a void former sleeve having a hemispherical outer end, and the sleeve is withdrawn within the channel of a support sleeve attached to associated formwork such that the hemispherical outer end protrudes from the formwork. After the concrete unit is cast, the void former sleeve is withdrawn from the unit so that the outer end leaves a hemispherical void in the unit and the mandrel is disengaged from the head of the anchor, leaving the head exposed within the void. The support sleeve includes a spring-loaded detent pin which is positioned to engage detent slots in the void former sleeve and a detent recess in the mandrel to hold the sleeve and mandrel in position during casting and to hold the sleeve in position as the anchor is attached to the mandrel.

Abstract: A concrete insert apparatus comprising an insert adapted to be embedded in concrete and having therein an internally threaded bore, a nail including a head end received in the bore and a pointed end extending outwardly of the bore, and wax surrounding the head end of the nail within the bore so as to removably secure the nail within the bore, the wax being removable from the bore with the nail in response to pulling of the nail from the bore.

Abstract: An insulation system utilizes a plurality of insulation fasteners to support an insulation board or the like adjacent the roof-supporting framework/purlins of a building. Each fastener comprises a clip member with projecting shank with the former engageable with a projecting flange of the purlin. Upon extension of the shank through or across an edge of an insulation board placed adjacent the building purlins, an underlying support washer is engageable with the shank so as to sandwich a portion of the insulation board or adjacent edges of adjacent boards therebetween. A plurality of insulation fasteners are used with each insulation board so as to support a plurality of insulation boards and overlying batt insulation adjacent the purlins and roof of the building.

Abstract: An improved coupling (10) to be embedded in concrete (101) is described. The coupling includes multiple concentric rings (11c) on an outside wall (11a) of a tube (11) which aid in preventing leakage along the outside wall and which help in providing fire retardancy. The coupling includes a step form (14) having a regular diameter which aids in positioning the coupling using a template (105).

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: For anchoring the lower end of a support post for a guard rail at the edge of a concrete floor or stairway in a building under construction, a helical wire nut is positioned inward from a perimeter board of the form for the floor or stairway. A vertical bolt having its lower end threadedly received in the nut is supported by an angle bracket mounted on the perimeter board of the form.

Abstract: A plug frictionally fits within the lifting eye of an anchor insert of a tilt-up wall slab. The plug is provided with pin receiving passageways whereby a pin-bearing cover plate may be attached to the plug to cover over the access recess to the anchor insert.

Abstract: A coupling (10) for plastic pipe (100, 101, 102, 103) which is adapted to be embedded in a concrete floor (300) and to form part of a fluid flow path with the pipe (100 to 103) is described. In particular, the coupling (10) includes a tube (11), preferably integrally molded of plastic, with (1) an integral annular rim (17) inside the coupling (10) with parallel shoulders (18 and 19) perpendicular to a longitudinal cylindrical axis (14) of the tube (11) and with an annular face (20) parallel to the axis between the shoulders (18 and 19), (2) an attachment means, preferably an annular flange (21) with tabs (22) for nails (500) or the like, at one end of the tube (11) adapted to be secured to a form such as a wooden form for pouring the concrete floor (300) around the pipe (100 to 103) and coupling (10) and (3) a removable cover (23) at the end of the tube (11) adjacent the attachment means (21) and adapted to prevent poured cement (300) from entering the inside of the tube (11).

Abstract: A plug assembly, for temporary use with a concrete product insert having a coil defining an interior threaded surface, holds the insert in position adjacent a mold wall and prevents the interior of the coil from being filled with concrete. The plug assembly includes a plug having a hollow cylindrical elastomeric body defining a cavity which is open at one end of the body and a stem in the cavity attached to the body internally and extending out of the cavity a distance sufficient to provide for use of the stem as a handle. The outer surface of the cylindrical, elastomeric body is proportioned and threaded for firm matching engagement with the threaded coil interior surface upon predetermined radial compression and axial expansion of the body from its substantially unstressed condition. A support means has a first portion for insertion into the cavity in the elastomeric body and a second portion for attachment to a mold wall.

Abstract: The fixture is used in the formation of a discharge opening of a fodder silo of reinforced concrete during the placing of said concrete. The fixture comprises a form frame which consists of a plurality of parts which are adapted to be taken apart. The form frame is adapted to define said discharge opening during the placing of said concrete. Anchors are detachably connected to said form frame and adapted to carry reinforcements for reinforcing said concrete. Said form frame is adapted to be disconnected from said anchors when said concrete has been placed. When said concrete has been placed and said form frame has been disconnected from said anchors, the latter are adapted to carry mounting means for mounting a door for closing said discharge opening.

Abstract: For a poured concrete basement wall, horizontally spaced rectangular plates are secured to the inner face of the outer wall form in parallel spaced relationship thereto. The inner wall form is then space from the inner face of the plates. Temporary fasteners are inserted through the outer wall form and secured to the plates and shielded from concrete which is then poured into the space between the forms. After setting, the fasteners are removed, the forms removed, and long rods having L-shaped ends remote from the wall are disposed in trenches directed outwardly from the wall, the inner ends being secured to the plates replacing the fasteners. The L-shaped ends are set in concrete poured in the ground and serve as anchors. The rods, anchors, and trenches are then covered up with backfill against the wall.