Abstract: A construction process for enhancing or repairing a concrete floor structure that includes a carbon fiber grid as a reinforcement component is disclosed. The process includes forming a trench at a top surface of the concrete floor structure, and placing a reinforcement material in the formed trench. Then, a concrete bonding agent is applied into the trench. Then, the trench is filled with concrete. As a result, the concrete floor structure is enhanced or repaired to have at least one additional reinforcement component other than the carbon fiber grid.

Abstract: A bridge overhang bracket assembly includes a top member having an upper surface. The top member and a diagonal member are pivotally attached proximate to respective distal and upper ends thereof. The diagonal member and a side member are pivotally attached proximate to respective lower and bottom ends thereof. A connection element is mounted to the top member and is pivotally attached to a top end of the side member. The connection element is translatable along the top member to adjust a longitudinal position of the connection element relative to the top member. The connection element does not extend above the upper surface of the top member.

Abstract: The invention relates to a connecting device for the connection between a brace and a formwork girder. The device incorporates respective arms (3) which terminate at one of their ends in hooks (4) which can be coupled on a first flange of the brace (1) and has flat extensions (6) extending from tubular portions (5) intended to rest on a lower projection of the formwork girder (2). It also has parallel rods (7) located with an inclination opposite to that of the arms (3) traversing the tubular portions (5), which are linked by a connecting bridge (9) traversed by a screw (10), the adjustment of which determines the movement of a clamp (11) assembled on the rods (7). The clamp is provided with locking means (12) which can be coupled to a second flange of the brace (1), opposite the first, in order to secure the connection between the brace (1) and the formwork girder (2).

Abstract: An overhang bracket has a top member, a side member and a diagonal member. The side and top member may be connected together through a removable connecter. A guardrail post holder allows a guardrail post to be installed at a variety of angles to the top member. Rotating the side member causes the diagonal member to translate up or down the side member. A side member locator extends upwards from the overhang bracket to indicate the location of the side member. A tie rod holder holds a tie rod in an offset position relative to the side member. The side member locator may extend upwards through further parts of the shoring system or bridge overhang structure, for example a floor of a concrete form or rebar. A worker may adjust the overhang bracket in place from a standing position on a supporting structure or the floor of the form.

Abstract: The invention provides for a removable former which is interlockable with other, similar formers between spaced-apart ribs to form shuttering between the ribs for a reinforced concrete slab. The former includes a hollow block (110) which has a top face (112), a front face (114), a rear face, two opposed side faces (116) and an interlocking flange (118) on or below each of the side faces for interlocking the hollow block, side by side, with adjacent, similar hollow blocks. The interlocking flanges (118) extend from the side faces (116) so that when the hollow block is interlocked with an adjacent hollow block, a gap is formed between adjacent side faces of the interlocked blocks. The former also includes a support member (122) for supporting the hollow block (110) on two of the spaced-apart ribs during casting of the concrete slab.

Abstract: An overhanging form system for attachment to a support structure is disclosed. The support structure includes an upper portion and a lower portion, and the overhanging form system comprises a pair of spaced apart hangers, with each of the hangers being adapted to engage the upper portion of the support structure. A pair of frames are provided, with each of the frames having a first portion and a second portion. The first portion of each frame engages a corresponding one of the hangers, the second portion of each frame is adapted to engage the lower portion of the support structure. Each of the frames further includes a first leg and a second leg, with the first leg having an inner end disposed adjacent the first portion of the frame and an outer end disposed outwardly from the first portion of the frame. The second leg extends from the second portion of the frame to engage the outer end of the first leg. A plurality of stiffeners are provided.

Abstract: A composite roof form includes first, second and third upright building walls laterally connected to define an interior building space, wall upper end segments of the at least a first upright building wall, a second upright building wall and a third upright building wall; the interior building space containing a building floor; an abutment beam and a laterally adjacent roof support beam defining a recessed horizontal lip portion facing the second wall, the beam upper segment defining a fourth roof form side wall; and a roof form support structure comprising at least one support leg extending from the building floor upwardly along the opposing wall to substantially the bottom of opposing second wall upper end segment and including a support panel having a panel connected end joined to the support leg and a panel engaging end with a panel upper surface and with a lip portion engaging structure resting on and supported by the lip portion, so that the panel upper surface extends along the bottom of the wall upper

Abstract: A composite roof form includes first, second and third upright building walls laterally connected to define an interior building space, wall upper end segments of the at least a first upright building wall, a second upright building wall and a third upright building wall; the interior building space containing a building floor; a beam having an inward beam a beam upper segment and having a recessed horizontal lip portion along the bottom of the beam upper segment facing and substantially parallel with an opposing the wall, the beam upper segment defining a fourth roof form side wall; and a roof form support structure comprising at least one support leg extending from the building floor upwardly along the opposing wall to substantially the bottom of opposing second wall upper end segment and including a support panel having a panel connected end joined to the support leg and a panel engaging end with a panel upper surface and with a lip portion engaging structure resting on and supported by the lip portion, so

Abstract: A removable support structure for concrete slab fabrication is described. A horizontally length adjustable latch device may be secured to both ends of shoring girders or shoring beams, or to just one end with a fixed in place latch secured at the other end, to permit rapid and accurate placement of the shoring support across a span to be structured in concrete. Vertical shoring posts and supports are eliminated, with the added advantage of the plane of the shoring always being automatically in the plane of the floor being formed. Bearing shoes on the ends of corrugated deck members, secured to building girders, cooperate with straps at their other ends, accurately and securely positions the corrugated decking in place. After the concrete has hardened, the entire support structure, including the shoring girders, shoring beams, and corrugated deck members, are rapidly and efficiently removed, ready for re-use.

Abstract: A reusable concrete support frame removably supported by horizontal supporting beams while a concrete slab is poured on top of it to build a bridge. The frame has an angle iron end member at each end of the frame which removably engages the horizontal supporting beams at a slight angle. One of the angle iron end members is welded to two parallel, spaced apart first channel irons, and the other angle iron end member is welded to two parallel spaced apart second channel irons. The first pair of channel irons insert between the second pair and are pivotally secured to them by bolts so that the channel irons articulate relative to their corresponding mating channel irons. The channel irons can be locked together so the frame is horizontal when the concrete is poured and thereafter can be released to pivot or articulate downward to remove the frame for reuse.

Abstract: A hanger for an I-beam includes two brackets positioned over the lower flange of the I-beam and tied together by tie-rods. The brackets each include a base section with a mounting section at 90° thereto on one side and an engagement section at an obtuse angle on the other. A channel is formed on each bracket to accommodate an edge of the I-beam flange. The tie-rods are juxtaposed with the mounting section and also constrain the head of a bolt extending through the mounting section against rotation. The threaded shaft of the bolt provides an equipment mount for the I-beam.

Abstract: An energy efficient deck framing system and method is disclosed. In a deck framing system having structural framing members that support a deck panel structure, individual deck panels are inserted between pairs of the framing members. Supporting rods extend downward through the top of the framing members and are provided with a support nut that is sized to maintain the framing member in a supported fashion. An insulating subassembly is provided having an insulating washer interposed between a conventional washer or a secondary nut and the top of the framing member, and an insulating retainer clip received in the lower portion of the top of the framing member and the support nut. The insulating retainer clip is constructed and arranged to be securably received within the contours of the framing member.

Abstract: A structural support for supporting a planar substrate, for example plywood, is provided with a screw receiving channel. The channel provides a guide simplifying screw attachment for a substrate to the support.

Abstract: A removable support structure for concrete slab fabrication is described. A latch device secured to the ends of both shoring girders and shoring beams permits rapid and accurate placement of the shoring support across a span to be structured in concrete. Vertical shoring posts and supports are eliminated, with the added advantage of the plane of the shoring always being automatically in the plane of the floor being formed. Bearing shoes on the ends of corrugated deck members, secured to building girders, cooperating with straps at their other ends, accurately and securely positions the corrugated decking in place. After the concrete has hardened, the entire support structure, including the shoring girders, shoring beams, and corrugated deck members, are rapidly and efficiently removed, ready for re-use.

Abstract: A bridge overhang system which enables forms to be secured to a bridge girder member without the necessity of a construction worker standing under the girder to secure the form to the girder. More particularly described, a funnel bracket unit connected to the form has guide surface which enables a hanger rod to be guided to a securing member of the overhang bracket unit from above the girder member. The system of the present invention has a support beam with an opening defined therein, a retainer positioned along a surface of the support beam at the opening; and a support rod extending through the support beam to the retainer. The support rod connectably engages the retainer upon insertion of the support rod to the retainer. Additionally, the retainer may include a bracket having a plurality of sides with at least one of the sides being operable for connection to the form to provide support for the form.

Abstract: A system and method for installing metal deck framing. One or more deck panels are secured with respect to and between two elongated structural framing members to form a deck panel structure. The deck panel structure is then positioned between two primary structural members in a position such that each structural framing member is suspended from a support arm or a support structure that is supported by a corresponding one of the primary structural members. At least each corner portion of the deck panel structure can be mechanically adjusted to vary a vertical position of the deck panel structure.

Abstract: A floor form assembly is adapted for use in the construction of a concrete floor of a structure that is enclosed by surrounding walls, and includes a plurality of mounting devices adapted to be mounted on the surrounding walls at a top portion of the structure, a plurality of elongated girders connected removably and longitudinally to one another so as to be adapted to extend along a lengthwise direction of the top portion of the structure, a plurality of supporting ribs connected removably to the girders such that the supporting ribs extend transversely from opposite longitudinal sides of the girders and are disposed spacedly on the girders so as to be adapted to extend along a transverse direction of the top portion of the structure, a plurality of vertical form units, each being connected removably to distal end portion of one of the girders and the supporting ribs, the vertical form units being adapted to form an enclosing frame that is supported removably on the mounting devices and that is adapted to be

Abstract: A formwork frame for supporting decking and a fresh concrete floor on the decking includes a horizontal beam whose upper surface contacts the concrete and a vertical shaft that supports the beam. The beam is formed in three separable extruded aluminium sections, a central section mounted on the shaft and a pair of outer sections. The central beam section has opposing ends mitred to converge in a downward direction, and each outer beam has an end mitered to meet one end of the central beam section. The beam has a horizontal channel in each of its sides, and a pair of horizontal ledges close the channels from below. A pair of extruded aluminum bridging members fit closely into the channels and are effectively reinforced by the beam sections to resist bending moments. Pins extend horizontally through the bridging members and the outer beam sections to secure the bridging members to the beam. The pins are not subjected shear forces or bending moments.

Abstract: A concrete supporting bridge overhang bracket system which can be lifted and transferred in gang fashion from a first section of a bridge after it has been formed to a subsequent section. The system includes a series of longitudinally spaced apart laterally extending overhang brackets to which concrete forms are secured. A lift bracket assembly is attachable to a pair of overhang brackets and can be clamped to the deck to support the overhang brackets and the forms from the deck so that the brackets can be disconnected from the deck. Once disassembled, the lift bracket assembly can be supported by a crane and unclamped from the deck, the crane thereafter moving the lift bracket assembly, the overhang brackets and the forms to the subsequent section. Also disclosed is a pivotably adjustable edge form which permits the outer edge of the deck to be vertically inclined irrespective of the horizontal inclination of the deck.

Abstract: An apparatus and a method for holding, rotating and positioning a jack for the purpose of attaching said jack to one side of a structural support. The apparatus comprises a base and a holder. The base has a device to mount the base on the structural support. The holder is pivotally connected at one end to the base for displacement between a first location above said structural support and a second location at said one side. The holder has a receiver operable in a closed position to retain the jack as the holder is pivoted between said locations in order to position the jack for attachment to said one side of the structural support. The receiver is actuatable to an open position for removal of the holder from the jack after said attachment. The holder is displaceable from said second location back to said first location for removal of the apparatus from the support.

Abstract: On a track for electromagnetically levitated vehicles, to adjust and secure side guide rails on a beam-like support member forming the track, after stators are adjusted and fixed to the support member, the side guide rails are held in position relative to the support member. Initially, the guide rails are positioned relative to the track and then are adjusted with respect to a datum plane determined by the lower surfaces of the stators. Next, the guide rails are adjusted horizontally transversely of the track with respect to measuring points fixed to the surface of the support member. Finally, the guide rails are attached to the support member. Apparatus for installing the guide rails includes a plurality of installation truss frames mounting assembly arms for holding the guide rails. Each assembly arm has a holding device for a guide rail and an abutment positionable against a lower surface of the stators.

Abstract: A forming device for forming a ceiling in which a neat corner is to be formed between the ceiling and an adjacent wall which includes a form panel to form a portion of the ceiling adjacent to the wall, having an engaging projection formed on a back face thereof, the engaging projection having a flange extendeing therefrom in a direction substantially parallel to the back face to confine an engaging groove. A filler member is placed between the vertical wall and the edge of the form panel. A form holding member is set up with a portion substantially parallel to the form panel adjacent to the wall. A filler holding member is mounted on that portion of the form holding member and includes a first portion substantially parallel to the form panel and a second portion perpendicular to the first portion. The first portion is slideably secured to the form holding member, and the second portion extends adjacent to the vertical wall.

Abstract: A hanger is disclosed for supporting a spanner beam or the like used in the construction of concrete platforms. The hanger can be a unitary device and comprise a pair of parallel side members, a top joist support interconnecting the side plates, an extension member projecting forward of the front edge of said side members, a bottom joist support member extending from one side member to the other, and a pivot means extending across the front of said side members. The front edge of each side member inclines rearwardly from top to bottom, and the pivot means is positioned so as to assure that the hanger is plumb when supporting a joist. The location of the pivot means also serves as a fulcrum point allowing the hanger to be removed after the platform construction is completed by means of a well-placed blow to the lower portion of the back of the hanger.

Abstract: On a track for electromagnetically levitated vehicles, side guide rails are positioned on and secured to a beam-like support member forming the track by an apparatus made up of a transportation frame extending in the long direction of the support member and by installation truss frames located on and extending transversely of the transportation frame. Side guide rail installation arms are pivotally mounted on the installation truss frames. With the arms in an outward position the guide rails can be placed on and held by the arms. By pivoting the arms inwardly the side guide rails can be located along the outer sides of the support member. By raising the installation truss frame, the guide rails can be located relative to stators mounted on the underside of the support member. In addition, the final position of the guide rails can be established by moving the installation truss frames transversely of the transportation frame and relative to a plate strip on the upper surface of the support members.

Abstract: An adjustable hanger for supporting a concrete form which includes a first bracket having a downwardly-extending portion for engaging an edge of an I beam flange, a second bracket for engaging an I beam flange, and a threaded rod screwed into and extending between the first and second brackets so that the second bracket can be adjusted in spacing from the first bracket to enable the hanger to accommodate a variety of I beam flange widths. In the preferred embodiment, the second bracket includes an upwardly extending portion having a wedge-shaped slot and an outer arcuate bearing surface. The upwardly extending portion receives a bolt for supporting cantilevered formwork and the bolt is retained within the slot by a nut which rests against the arcuate bearing surface. The retained bolt can be pivoted throughout a range of angular orientations relative to the second bracket as the circumstances of use may require.

Abstract: To pour and set concrete slabs the form deck is chained to a light truck and the combination is supported between joists. The truck can be lowered while the slab is curing, and raised again before the combination is again lowered to be "flown" to another location.

Abstract: A support for a spanner bar in an open web bar joist system which is supported by a lower chord of the bar joist. The support includes a base member for securing the support to the lower chord, a first elongated vertical member which is affixed to the base member, and a second elongated member which is axially aligned with respect to the first member. Structure is provided for moving the second member axially with respect to the first member.

Abstract: A column form support system and method are set forth encasing steel in concrete. Included are support members which are affixed to the steel and extend outwardly therefrom. A concrete form is exerted about the steel, the support members being adjustable to bear against, and support and align the form relative to the steel. Concrete is poured into the form to encase the steel, the support members maintaining the proper alignment of the form. After the concrete has hardened, the form is disassembled.

Abstract: A reinforcement structure for reinforced-concrete buildings, comprises a servicing portion which can be dismantled and a fixed structural portion which shall remain embedded in the concrete casting and consists of an iron latticework which is also intended to support the servicing portion. The servicing portion comprises spacer elements and sidewall elements having stiffening reinforcements and members and elements are provided to releasably latching the spacer elements and the sidewall elements to the latticework framing. Such a reinforcement structure also makes possible a novel building method.

Abstract: A formwork system for a concrete floor provided with a floor joist, comprising side form elements for the lateral surfaces of the floor joist, the sheathing of the side form elements being fastened to frame pieces extending perpendicularly to the longitudinal axis of the floor joist, further bottom form elements having at least one sheathing for the underside of the floor joist, and devices for interconnecting the side form elements, characterized in that at least the side form elements (1, 2, 61, 130, 131) of one side are pivotally suspended from the ceiling formwork (girder 65) and that the side form elements are interconnected by fastening means (7, 9, 148) that can be released for stripping.

Abstract: The method for forming a concrete deck includes top adjustable removable hangers depending from opposed walls, beams or girders to support length adjustable ledgers, which ledgers support deck joists and decking associated therewith and upon which concrete deck will be poured to form a slab supported upon the walls, beams or girders. Means are incorporated to permit assembly from the top of the hangers, ledgers, deck joists and decking and to permit vertical adjustment of the ledgers from the top to bring the decking to grade elevation. Further means are incorporated to permit disassembly of the hangers, ledgers, deck joists and decking from the bottom after cure of the poured concrete deck.

Abstract: Top adjustable removable hangers depend from opposed walls, beams or girders to support length adjustable ledgers, which ledgers support deck joists and decking associated therewith and upon which a concrete deck will be poured to form a slab supported upon the walls, beams or girders. Means are incorporated to permit assembly from the top of the hangers, ledgers, deck joists and decking and means are included in the hangers to permit vertical adjustment of the ledgers from above or below to bring the decking to grade elevation. Further means are incorporated to permit disassembly of the hangers, ledgers, deck joists and decking from the bottom after cure of the poured concrete deck.

Abstract: Apparatus for forming a concrete deck includes top adjustable removable hangers depending from opposed walls, beams or girders to support length adjustable ledgers, which ledgers support deck joists and decking associated therewith and upon which a concrete deck will be poured to form a slab supported upon the walls, beams or girders. Means are incorporated to permit assembly from the top of the hangers, ledgers, deck joists and decking and to permit vertical adjustment of the ledgers from the top to bring the decking to grade elevation. Further means are incorporated to permit disassembly of the hangers, ledgers, deck joists and decking from the bottom after cure of the poured concrete deck.

Abstract: A concrete wall form includes a support structure comprising a beam capable of functioning as a stringer or stiffback and which includes a bolt holding channel, a nailer channel and an internal channel for telescopically receiving an extension splice. A tie rod locking system is associated with the support structure for readily adjusting the forms.

Abstract: A joist hanger including a body with a supporting lip and with ribs for removably carrying a joist support, the body being arranged to removably receive a clamping member for securing the hanger to the upper flange of a steel beam. Also included is the method of constructing concrete decks made possible by the characteristics of the hanger.

Abstract: A hanger comprising a pair of cast ends secured to one another by a tie rod having enlarged upset heads disposed for engagement with ends. The ends also include shoulders disposed beneath the rod for abutting engagement with an element upon which the hanger is supported. In use, the hanger is supported on a support element with the rod spanning the element and the shoulders engaged with opposite sides of the element. As thus positioned, loads imparted to the ends apply tension to the tie rod and compression to the support element.

Abstract: For use in establishing the prescribed elevation difference between an adjustably movable deck member and a relatively stationary support member, an elevation gauge comprising a case, a contact carrier disposed in the case and guided for vertical movement, a lead screw for moving the contact carrier, a scale carried by the contact carrier to extend vertically upwardly and to cooperate with an indicator pointer carried by the case to indicated the selected vertical position of the contact carrier, a second contact carrier guided for vertical movement on the case, and a signal device for providing an output when the second contact carrier is in a preselected elevational position relative to the first contact carrier. A plunger coupled to the signal device cooperates between the first and second contact carriers, and the case is adapted to rest on one of the members while the said second contact carrier is adapted to rest on the other of said members.

Abstract: A hanger for suspending concrete forms from a beam or other support. The hanger is provided with cast ends which have screw threaded openings proximate their upper portions for receipt of a tension rod and non-threaded sockets proximate their lower portions for receipt of a compression strut. The ends are also provided with openings for the receipt of support rods used to suspend forms from the hanger and these openings accommodate the suspension of such support rods at varying angles relative to the ends.

Abstract: A steel joist formwork and a composite steel and concrete floor structure provided with a top chord, a bottom chord and a web joining the top and bottom chords with the top chord being serpentine shaped like an S or Z and including top and bottom, generally horizontal portions and an intermediate portion integrally connecting opposite edges of the top and bottom portions with the top and intermediate portions substantially being adapted to be embedded in the concrete floor to cause the floor and steel joists to act structurally as a composite beam. Either the web or a leg depends vertically from the free end of the bottom portion of the top chord, and the web joining the top and bottom chords is substantially solid or is, an open web formed of a zigzag bar member. There is also disclosed a building system and erecting method utilizing steel joists spaced apart by spanner bars which also support rigid panels which act as formwork for the pouring of concrete.