Abstract: A linear actuator is used to remove solid-state parts in low-temperature condition from the containers used as a mold for manufacturing parts using freeze-casting. The device allows pressure to be applied to the material to be removed, resulting in ejection. The displacement of the material is performed with controlled displacement speed, providing the achievement of defect-free materials. The system performing the ejection includes a source of compressed air, a pressure regulator filter coupled with a manometer, a directional valve, the linear actuator, a baton, a flow regulating valve, a fastening means, a metallic support and a chamber for receiving the cooled material.

Abstract: An assembly for covering an agricultural receiving unit is provided. The assembly may include a covering body configured to, in a first position, extend over an opening of the agricultural receiving unit to prevent access to the opening. The assembly may also include an actuation assembly configured to move the covering body from the first position to a second position. In the second position, the covering body is configured to permit access to the opening of the agricultural receiving unit.

Abstract: A concrete form bracket for holding in place concrete forms. The bracket may have horizontally extendable arms with pivotable concrete form engaging surfaces. One or more of the horizontally extending arms pivot from a central area and are independently extendable/adjustable to engage a concrete form at multiple locations.

Abstract: The present disclosure provides a template assembly for locating and retaining a plurality of anchor bolts within a form during a concrete pour. The template assembly includes a rigid metal frame and plurality of anchor bolt retainers affixed to the frame, wherein each anchor bolt includes an anchor bolt engaging surface for locating an associated anchor bolt within predetermined tolerances. The frame can be further configured to provide access to at least 75% of the surface of the pour thereby allowing for finishing of the concrete at an optimal time. A plurality of legs can be connected to the frame for adjusting an elevation of the frame.

Abstract: According to one embodiment a rear anchor assembly for a vertical formwork is provided that includes a dome plate having a spherical-shaped central section. The dome plate has an opening that extends through the spherical-shaped central section. The rear anchor assembly also includes a nut with a threaded hole configured for housing a threaded end of a tie rod. The nut includes a spherical portion arranged in the opening of the dome plate. The spherical portion of the nut and the spherical-shaped central section of the dome plate are coupled like a ball and socket joint. The rear anchor assembly also includes a support plate configured for being fixed to a rear formwork panel, the support plate including a housing in which the dome plate is arranged, the dome plate having freedom of radial movement with respect to the support plate inside the housing.

Abstract: An improved pile cap connector for connecting the top end of a driven pile, e.g., pipe pile, to a support beam or girder of a building, and/or the building proper, comprising, a cap plate, one or more lower braces secured to the underside of the cap plate to anchor the cap to the pile, two or more upper braces securable to the top side of the support plate, wherein at least one of the two or more upper braces has a length so that the brace, when secured to the cap plate, rises above the support beam or girder so that a portion of the brace lays against the building proper for fastening thereto.

Abstract: Anchor assembly for a vertical formwork that according to one embodiment includes a front anchor element and a tie rod having a first end that is housed in the front anchor element. The front anchor element and the first end of the tie rod are configured for fixing the front anchor element in different axial positions of the first end of the tie rod, such that when the tie rod is arranged in a fitting angular position it can move axially with respect to the front anchor, and when the tie rod is arranged in a fixing angular position the tie rod cannot move axially with respect to the front anchor. According to some embodiments the front anchor element also includes blocking means configured for blocking the rotation of the tie rod when it is arranged in the fixing angular position.

Abstract: According to one embodiment a vertical formwork is provided that includes at least one front formwork panel and one rear formwork panel that are arranged facing one another. The vertical form work also includes a rear anchor fixed to the rear panel, a front anchor fixed to the front formwork panel, and one tie rod (6) fixed to the front anchor and to the rear anchor. The rear anchor includes a support configured to be fixed to the rear formwork panel, and a nut coupled to said support. The nut includes a threaded hole configured for housing the threaded end of a tie rod. The threaded hole of the nut includes a first segment with an internal thread with a first core diameter and a second segment with an internal thread with a second core diameter, the first core diameter being greater than the second core diameter.

Abstract: A system for the construction of modular structures includes sheet metal panels that include at least some pre-cut portions configured to be deformed in such as way as to provide a gripping and reinforcing function for a cementitious material when poured around the structure constructed of the sheet metal panels. Window and door openings are typically precut prior to shipping to a construction site and then punched out of a sheet metal panel at a construction site. The invention provides for an extremely compact method of shipping load bearing components to the construction site and reduced labor time in assembling a building framework.

Abstract: A method and/or system for forming a micro-truss structure in an essentially arbitrary shape. A mold that has a transparent portion, and having an interior volume in the desired shape, is filled with photomonomer resin. The material for the transparent portion of the mold is selected to be a material that is index-matched to the photomonomer resin. The filled mold, placed into a bath of transparent fluid index-matched to the transparent portion of the mold, and illuminated, from outside the fluid, through a photomask, with collimated light. The collimated light travels through the photomask forming beams of light that enter the transparent fluid, propagate into the mold, and form a micro-truss structure in the shape of the interior volume of the mold. The micro-truss structure may then be removed from the mold, or part or all of the mold may be left adhered to the micro-truss structure, forming covering face sheets.

Abstract: In a detector that constitutes an in-tank valve, an attachment part formed on one end thereof is arranged in facing relation to a connector of a drive unit, and arm members of a bracket, which is substantially U-shaped in cross section and is fixed to the connector, are inserted in and engaged with engagement holes of the attachment part. Thus, the detector is always retained firmly in a state of being pulled to the side of the drive unit by elastic forces of the bracket.

Abstract: A shear connector for use with insulated concrete panels. The shear connector comprises an elongated core member that includes a first end and a second end, and a flanged end-piece removably secured to one of the first end or the second end of the core member. At least a portion of the flanged end-piece includes a maximum diameter that is larger than a maximum diameter of the core member. The shear connector is configured to transfer shear forces.

Abstract: A concrete forming system combining the ease of erection and load carrying capabilities of scaffolding with a simplified erection system. Scaffold frames provide the vertical support and walers, supported by and spanning from scaffold frame to scaffold frame, provide the horizontal support. The wet concrete's hydrostatic pressure is placed on the walers, which transfer the load to the scaffold frames that act like trusses. The scaffold frames have at least two legs and are secured at their bottom to perform as a cantilever or, when the hydrostatic pressure is greater, they are secured at their bottoms and tops to perform as a truss fixed at both ends. As such, this forming system does not use form ties which results in an obstacle free form face and facilitates forms that simply hang from the walers.

Abstract: There is provided a magnetic clamping device (10) for magnetically clamping to a magnetically attracted material (30). The device comprises at least one permanent clamping magnet (14, 44) for magnetically clamping to the magnetically attracted material wherein the magnet is movable relative to the magnetically attracted material from a position remote from the magnetically attracted material to a clamping position for the clamping of the material by the magnet. The device also includes damping means (22, 24) for damping the movement of the clamping magnet to the clamping position. The damping means biases the clamping magnet away from the magnetically attracted material to assist release of the clamping magnet from the magnetically attracted material.

Abstract: The clip of the present invention comprises a main body having opposed front and rear faces, opposed first and second side ends and opposed top and bottom ends. The first side end has a first channel or groove formed therein and the second side end has a second channel formed therein. The length of the first channel is greater than the length of the second channel and the height of the second channel is greater than the height of the first channel. The top side of the main body has a first lip portion formed thereon and the bottom side has a second lip portion formed thereon. The first and second lips extend generally outwardly in the same direction relative to a face of the main body.

Abstract: A form tie for use in constructing building components and structures, including but not limited to concrete walls, concrete sandwich walls, and concrete foundations is disclosed. The form tie includes a central body portion and two end portions. The two end portions each include a taper that decreases in width inwardly toward the center of the form tie. Also disclosed is a clamp device for releasably securing the form tie to a form assembly. The clamp device includes a tapered passageway that grips a taper of the end portions of the disclosed form tie. Also disclosed is a form assembly including a first form wall, second form wall, and at least one form tie and clamp device of the present invention.

Abstract: A concrete form spacer 100 to retain concrete forms in spaced relationship to each other includes an elongate flat web 112 with end flanges 114 projecting upwardly from the ends of the elongate flat web 112. Tabs 116 project laterally from the elongate flat web 112 at a location spaced inwardly along the elongate flat web 112 from the end flanges 114. Each corresponding pair of tabs 116 and end flanges 114 form an upwardly open pocket 118 configured to closely receive a concrete form panel P therebetween. Each end flange 114 includes a distal flange tip portion 124 that is flared away from form pocket 118 and is configured to guide concrete form panel P down into pocket 118.

Abstract: This invention relates to a bracket assembly for a hardware assembly for forming an elevated concrete slab or the like, the bracket assembly comprising a body securable to a supporting structure and a load bearing support carriage which depends from the body and is movable between at least upper and lower positions relative to the body whilst depending therefrom. An associated hardware assembly and method of use thereof are also disclosed.

Abstract: A rebar holding clip for temporarily holding a single piece of rebar that selectively attaches to the stub or to a flange surface on a footing cleat or similar structure. The clip includes a main bracket with two parallel alignment arms longitudinally aligned and mounted on one side surface of the main bracket. In one embodiment, the main bracket is a steel tubular body The alignment arms are relatively thin and their opposite ends are elevated above the adjacent side surface. The alignment arms are also spaced apart and creating a continuous, elongated inner receiving space. Located under the ends of the alignment arms is a flat magnet with a center section exposed to the receiving space. During use, a piece of rebar is longitudinally aligned over the receiving space and in between the two alignment arms. Magnetic forces generated by the two magnets temporarily hold the rebar in the receiving space and between the alignment arms.

Abstract: A form support bracket system allows building concrete forms for soffit and stem wall construction using a single whaler backed vertical stem wall form. The bracket system allows for adjustable height of the soffit, and adjustable thickness of the stem wall.

Abstract: A rod clamp assembly and method for securing a rod, for example, to secure and support concrete forms. The assembly includes a housing and a wedge member. The housing has pairs of oppositely-disposed sidewalls and oppositely-disposed endwalls. Each pair of sidewalls has a side passage that passes entirely through the housing, and the side passages of the pairs of sidewalls intersect each other to define an interior cavity within the housing. The pair of endwalls has an end passage that passes entirely through the housing and through the cavity within the housing to define an intersection with the cavity. The wedge member has a ramp feature at an end thereof, and a length that is sufficient so that the ramp feature enters the intersection between the side and end passages when the wedge member is inserted through the one of the side passages.

Abstract: A formwork clamp comprising: a lower elongate support member having a head portion and a tail portion, the head portion adapted for attachment to a lower portion of formwork, an upper elongate support member having a head portion and a tail portion, the lower elongate support member and the upper elongate support member being attached relative to each other and movable relative to each other between a collapsed position where the lower elongate member is more towards or against the upper elongate member, and an extended use position where the head portion of the upper elongate member is spaced away from the lower elongate member, a mounting member attached to or forming part of the head portion of the upper elongate support member, the mounting member being attachable to an upper portion of the formwork, the upper elongate support member being adjustable in length, and anchor means to enable the formwork clamp to be anchored to the ground.

Abstract: A climbing shoe (10) comprises a sliding shoe section (16) and wall shoe section (18). The sliding shoe section (16) is designed so that it can guide and hold a climbing rail. The wall shoe section (18) is connected to the sliding shoe section (16) in an articulated manner.

Abstract: A bracket assembly is disclosed for facilitating the installation of a concrete wall on a concrete footing, as well as a method of forming the concrete wall. The bracket assembly includes a base member having an upper surface and a lower surface, and first and second upwardly extending flanges. A first aperture is formed through the base member and a sealant is positioned in the cavity. A retainer and shock absorber assembly is secured to the upper surface and an aperture is formed therethrough which is coaxially aligned with the first aperture. A fastener having a shank with a pointed end is inserted through the aperture such that the pointed end is initially encased in the sealant. The fastener is inseparable from the bracket assembly and is capable of being driven into the concrete footing.

Abstract: The invention provides a reusable formwork for forming a polygonal upright concrete column using a plurality of retaining devices and a plurality of panels arranged with the retaining devices for providing a forming cavity between the panels adapted to receive concrete therein. Hooping means are used to hoop the panels forming the cavity.

Abstract: A rack assembly is provided for mounting solar modules over an underlying body. The rack assembly may include a plurality of rail structures that are arrangeable over the underlying body to form an overall perimeter for the rack assembly. One or more retention structures may be provided with the plurality of rail structures, where each retention structure is configured to support one or more solar modules at a given height above the underlying body. At least some of the plurality of rail structures are adapted to enable individual rail structures to be sealed over the underlying body so as to constrain air flow underneath the solar modules. Additionally, at least one of (i) one or more of the rail structures, or (ii) the one or more retention structures are adjustable so as to adapt the rack assembly to accommodate solar modules of varying forms or dimensions.

Abstract: A brace for use in tilt-up construction is disclosed. The brace includes a bottom surface and a vertical side surface. The bottom surface of the brace is affixed to a permanent horizontal surface (e.g., a slab) in a manner that allows the brace to be removed without damaging the permanent horizontal surface. The vertical side surface of the brace is attached to a concrete pour form. The bottom surface of the brace is affixed to the permanent horizontal surface using an adhesive. Alternatively, a shoe is attached to the permanent horizontal surface and the brace sits in the shoe. A flange is releasably securable with the brace to batter the form when the flange is place in contact therewith. Alternatively, the shoe has an upwardly extending inclined ramp that is operable to orient the brace so that the vertical side surface of the brace is disposed at a battering angle to batter the form.

Abstract: The invention relates to a sidewall construction to be used in casting of concrete elements, said sidewall construction comprising a support construction and a changeable mold surface plate. The support construction of the sidewall construction according to the invention comprises at least one horizontal profile (1) having at least one magnet (2) located therein, by means of which the fixing of the metallic mold surface plate (3) to the support construction is effected.

Abstract: A turnbuckle device (12, 13, 14; 20; 35a, 35b, 35c; 44a, 44b, 44c) for clamping concrete shell elements (1, 2), having two claws (15a, 15b, 15c, 16a, 16b, 16c; 21, 22) and a wedge (17a, 17b, 17c; 23; 37a, 37b, 37c; 46a, 46b, 46c), the claws being displaceable toward one another in a clamping direction (34), the wedge being guided in the clamping device along a wedge guiding direction (33), and the scale of the propulsion of the wedge in the turnbuckle device determining the displacement of the claws, is characterized in that the wedge guiding direction and the clamping direction enclose an angle less than 90°. Mutual obstruction of the turnbuckle devices neighboring wedges is thus avoided.

Abstract: This disclosure relates to a frame for use with formwork to support the formwork for concrete casting and for stripping formwork from a concrete surface. The formwork is secured to the frame assembly such that the level at which the formwork is supported by the framework is adjustable so as to be movable between at least a first level above a floor surface selected for concrete casting, and a second level where the formwork is either away from the cured concrete (i.e. stripped) or unsupported by the frame assembly. The disclosure provides a means of both supporting formwork during concrete casting as well as a means of stripping the formwork after the concrete is cast. An associated method is also disclosed.

Abstract: The invention provides a retaining device for assembling two panels together. The device has a support and first and second pairs of spaced-apart parallel walls extending along the support and projecting outwardly therefrom for providing first and second holding channels extending angularly to each other, each channel being adapted to receive an edge of one of the panels therein in a snugly relationship to allow assembling of the two panels. The invention also provides a formwork for forming a polygonal upright concrete structure using a plurality of retaining devices and a plurality of panels arranged with the retaining devices for providing a forming cavity between the panels adapted to receive concrete therein. There is also provided a packaging assembly for packaging goods using a plurality of retaining devices and a plurality of panels arranged with the retaining devices for providing a protecting cavity between the panels adapted to receive the goods therein.

Abstract: A locking system 24 for securing adjacent concrete form panels 20a, 20b together during assembly of a concrete form 22 is disclosed. The locking system 24 includes a mounting block 50 which is removably attachable to one of the adjacent panels 20a, 20b. A slide member 52 is mounted for sliding movement relative to the mounting block 50 between a first position retracted from aligned apertures 48 in side members 30 of the adjacent panels 20a, 20b and a second position extending through the aligned apertures 48. The slide member 30 includes a bolt member 92 mounted to rotate within the mounting block 50 in its extended position between locked and unlocked positions to secure the adjacent panels 20a, 20b together. Alternatively, the bolt member 206 is configured to receive a wedge member 204 at its projecting end or has a clamping member 304 mounted to rotate on the bolt member 306 for securing the adjacent panels 20a, 20b together.

Abstract: A vertically adjustable overhang bracket uses an elongate base component adapted to be supported from a support column. A frame member is slidably secured to the base component to allow movement of the frame along the length of the elongate base component. The frame is of a shape to provide an outwardly extending support member for supporting concrete formwork members to one side of the base component. An actuator controls the position of the frame, relative to the elongate base component. With this arrangement, concrete formwork can be more easily supported in a cantilevered manner from support columns and vertically adjusted quickly to the proper position. Removal of the formwork is simplified as the frame can be lowered, relative to the base component providing clearance for removal of the bracket and the formwork.

Abstract: A sidewall construction for casting concrete elements, said sidewall construction comprising a mold surface plate (4) defining the surface of the product to be cast and a support construction (1, 2, 3), where the mold surface plate is fixed to, whereby the support construction is formed of two horizontal aluminum profiles (1, 2) and of at least one vertical aluminum profile (3) connecting the same.

Abstract: An adjustable support stand is mounted on a pre-cast concrete wall panel form to facilitate the leveling of the form and the support of the form about the production plant floor. The adjustable support stand includes a frame portion that houses a threaded rod positional fixed for rotation within the frame portion to drive a vertical movement of the leg member in response to rotation of the threaded rod. The adjustable support stand further includes a clamping apparatus that detachably mounts the frame portion to the flanges of a steel beam frame member. The actuator member can be a nut welded to the top of the threaded rod to affect movement of the engaged leg member in response to manipulation with a powered or manually operated hand tool, or a gear set and an orthogonal drive shaft that transfers rotation from a hand tool to the threaded rod.

Abstract: A frame assembly is provided for a solar module. The frame assembly includes a plurality of frame members that are structured to collectively support and hold a first solar panel. At least one of the plurality of frame members is structured to adjoin a frame member of a second solar module in forming a joining with the frame member of the second solar module over a length where the frame member of the first and second solar module adjoin.

Abstract: A rack assembly is provided for mounting solar modules over an underlying body. The rack assembly may include a plurality of rail structures that are arrangeable over the underlying body to form an overall perimeter for the rack assembly. One or more retention structures may be provided with the plurality of rail structures, where each retention structure is configured to support one or more solar modules at a given height above the underlying body. At least some of the plurality of rail structures are adapted to enable individual rail structures o be sealed over the underlying body so as to constrain air flow underneath the solar modules. Additionally, at least one of (i) one or more of the rail structures, or (ii) the one or more retention structures are adjustable so as to adapt the rack assembly to accommodate solar modules of varying forms or dimensions.

Abstract: A magnetic clamp (10) for use in clamping metal formwork in precast concrete manufacture includes a housing (12). A magnet (14) is displaceably arranged within the housing (12). A displacement mechanism (18) is displaceably arranged on the housing (12) to displace the magnet (14) relative to the housing (12). A force amplification mechanism (24) is connected to the magnet (14) and at least a portion of the force amplification mechanism (24) is interposed between the displacement mechanism (18) and the magnet (14).

Abstract: A grade bracket for use with concrete form systems is disclosed. In one embodiment, the grade bracket forms part of a concrete form system that includes a plurality of form components, including straight forms, curved radius forms, and skin panels for interconnecting form components. The form components are assembled atop a ground surface and are configured to define a volume for containing poured concrete. Grade brackets for supporting the form components at a desired grade above the ground are used. Each grade bracket includes a body, a form support member, and a grade knob. The form support member attaches to the body and includes a bracket portion that supports the form component. The grade knob includes an eye-bolt. A stake secured in the ground is selectively engaged by the eye-bolt of the grade knob such that the grade bracket is maintained at a desired position on the stake.

Abstract: A brace for securing concrete forms to a base has first and second triangularly-shaped sidewalls and a back wall extending between corresponding side edges of the sidewalls. A peripheral flange extends outwardly from the side edges of the sidewalls and the ends of the back wall and has apertures for facilitating fastening of the brace to the concrete forms and a casting surface. Advantageously, the brace can be formed as a unitary, molded component. A battering wedge is selectively attachable to the side edges of the sidewalls and cooperates with the brace to facilitate tilting the concrete form at an angle to the casting surface. The battering wedge is selectively frangible to permit use with braces of varying size.

Abstract: A support or jack that hangs from the tabs of a poured concrete wall. The support may include a hook that engages in an opening in the tab, to connect the support to the wall. The support may include a slot in which the tab is received, to connect the support to the wall.

Abstract: A transverse bolt (1) is to be fastened to a formwork element (110, 120) of a concrete formwork (100), preferably a curved concrete formwork. The transverse bolt (1) comprises a first end section located at a first end of the transverse bolt (1), in the longitudinal direction thereof, having at least one elongated hole, and at least one round hole. A curved concrete formwork comprises formwork elements (110, 120) that are provided with such a transverse bolt. A bolt fixture (2), by means of which the transverse bolt (1) can be fastened to the formwork element (110, 120) of the curved concrete formwork, is arranged on the transverse bolt. The elongated hole (3) and the round hole (4) are preferably located next to each other in the longitudinal direction of the transverse bolt (1) in the first final section of the transverse bolt (1).

Abstract: A sideform assembly (9) includes a sideform (11) defining an attaching formation (13?, 14?) on an operatively rear wall (12). A mounting bracket assembly (10) comprises a connector plate (16) for supporting the sideform (11) and includes an engaging component (21) for engaging the attaching formation (13?, 14?) of the sideform (11). A mounting member (18) is carried by the connector plate (16) for mounting the connector plate (16) to a substrate.

Abstract: A retaining system includes a retaining section, a coupler for releasably coupling to the retaining section, and means for fixing couplers coupled to adjacent retaining sections to each other to thereby maintain adjacent retaining sections in fixed relationship to each other. The retaining system has a number of possible applications such as garden or footpath edging, or earth retaining walls, but a preferred embodiment relates to the use of the retaining system as concrete formwork.

Abstract: An adjustable concrete form support bracket for bracing a concrete form. The adjustable concrete form bracket includes a body, a stake receiving member, and an interconnecting means for adjustably coupling the body and the stake receiving member together. The body is attachable to a concrete form, and the stake receiving member is constructed to receive a stake inserted into the ground to support the concrete form. The interconnecting means operates to adjust the lateral position of the stake receiving member to adjust the spacing between the concrete form and the stake, and thus, the horizontal or lateral position of the concrete form across the ground surface. In this manner, the stake does not need to be removed from the ground so permit this repositioning of the concrete form. The stake receiving member may include a stake securing means to permit grade adjustment of the concrete form.

Abstract: The invention relates to a lowering device (10) for the construction industry, which comprises a support structure. The lowering device comprises a plate (17) holding a locking mechanism (16) and blocking or releasing the mobility of bolts (12, 13). The bolts (12, 13) are firmly linked with a support structure and are fastened on the locking mechanism (16) in a controlled manner to such an extent that, in a first position, the support structure linked with the lowering device (10) is lifted and, in a second position of the locking mechanism, the support structure linked therewith is lowered as much as the locking mechanism permits.

Abstract: The invention relates to a method for introducing vertical built-in parts into structures erected with a sliding formwork, particularly in annular concrete walls, and a device for performing the method. In order to be able to use inexpensive sliding formworks when erecting structures, e.g. silos and tanks, where there are absolutely surface-flush built-in parts required, a slide fastener-like system is provided for introducing said vertical built-in parts. The inventive slide fastener system provides guide anglepieces, which are fixed in clamping devices of the sliding formwork and temporarily engage behind guide bolts fixed to the front of the vertical built-in parts. Following the production of the concrete wall or the introduction of the vertical built-in parts the guide bolts are removed again from the vertical built-in parts, e.g. by separating cutting or splitting.

Abstract: The invention provides cavity closer apparatus in strip form and suitable for use with ICF walls, the apparatus comprising a body member including a central portion for bridging the cavity between inner and outer wall leaves and respective front and rear projections for engaging the exposed ends of the leaves, in use, in which the body member incorporates means for lockable engagement of fixing cleats for a window or door frame. The central portion of the body member may include a housing defining one or more voids containing insulation material and the fixing cleats may comprise clips formed from a flat strip of springy or resilient material adapted at the forward end portion for attachment to a door or window frame element and at the rearward end portion for lockable engagement with the body member, behind the frame element.

Abstract: A forming panel is provided which is particularly useful as a large, crane-set forming panel for forming concrete walls. The forming panel includes a face plate and a frame, the frame including channels having a slot extending longitudinally therealong. The slot is adapted to receive a filler insert having a bushing which includes a flexible barrier having a brush-like element with a plurality of filaments extending into a passage configured to receive either a tie bar or a tie rod. The forming panel preferably includes a shiftably mounted bracket for supporting a waler, scaffold or strongback thereon, wherein the bracket includes an arm which may be pivoted to a position substantially parallel to the frame and its mounting plate for transport and/or storage. The face plate may be provided as a multilayered composite panel and the frame may include rails having grooves on the side opposite the face plate which receive flexible barriers for inhibiting the passage of fine particles of concrete therepast.

Abstract: An overhead hanger unit for concrete forms, with a first hanger form having a first portion engagable with a first curb form and a second portion extending from the first portion, and a second hanger form having a first portion engagable with a second curb form and a second portion extending from the first portion. A pin may be carried on the second portion of the first hanger form and a slot may be formed in the second portion of the second hanger form, wherein the second portion of the second hanger form may be aligned with the second portion of the first hanger form and the pin engaged with the slot. A coupling device may be engagable with the pin to secure the first hanger form to the second hanger form at a selected position such that a distance from the first curb form to the second curb form may be adjusted by an amount substantially equal to a length of the slot.