Abstract: A bracing system and associated method is provided having a wall form with spatially disposed panels defining a cavity therebetween for receiving pourable building material and a substantially vertically disposed rail attached to one of the panels defining a continuous bearing surface. An anchor has a proximal end that is positionable along the bearing surface at a plurality of different elevations and is lockingly engageable to the rail at a selected elevation of the plurality of different elevations.

Abstract: A construction system for floors and/or roofs includes a foam form configured to engage one or more beams. When the form engages the beams, the form is further attached and secured by an attachment system. Other attachment and support components are added to the form and/or beam. Concrete is poured onto the form to create one distinct monolithic unit.

Abstract: An exterior wall system includes two or more wall sections configured to be placed in any arrangement to create a wall system having any length, width, height, and shape. Wall sections of the exterior wall system may be positioned on top of, adjacent to, or opposite each other. Wall fasteners engage top portions of wall sections positioned adjacent to each other. Wall connectors engage interior sides of wall sections positioned opposite each other. In addition, wall sections may be attached to anchor base plates configured on the floor of a building. When the wall sections and other components are configured in a desired arrangement, concrete is poured into exterior wall system creating exterior walls of a building having minimal structural discontinuities and enhanced structural integrity.

Abstract: A concrete form for columns and beams includes two or more panels, a connector system, and fasteners. In one embodiment of the invention the two or more panels are comprised of expanded polystyrene. The connector system connectors two or more panels positioned opposite each other, while the fasteners secure two or more panels positioned adjacent to each other. Concrete is poured into the form creating a distinct monolithic unit.

Abstract: The present invention relates to configurations of pre-cast panel forming systems and various components of the panel forming systems. In one embodiment, a bulkhead is provided wherein a cross-sectional support member is located at a point along the height dimension of the upstanding portion of the bulkhead so as to provide substantial resistance to reduction of the width dimension under significant panel forming pressure applied to one of the exterior faces of the upstanding walls. In accordance with 37 CFR 1.72(b), the purpose of this abstract is to enable the United States Patent and Trademark Office and the public generally to determine quickly from a cursory inspection the nature and gist of the technical disclosure. The abstract will not be used for interpreting the scope of the claims.

Abstract: A structure for forming a vertically orientated wall comprises a flexible front panel having a longitudinal axis, a transverse axis and substantially continuous front surface; a flexible rear panel positioned rearwardly and parallel to the front panel; and a plurality of cross members connecting the front and rear panels. The front and rear panels define an upwardly opening cavity therebetween for accepting filler material, such as concrete therein. The rear panel includes at least one longitudinally disposed laterally deformable portion, such as a channel or zig zag pattern, which allows for the associated expanding and contracting of the rear panel during adjusting of the arcuate configuration of the wall structure.

Abstract: A forming panel and method for using the same in construction of self-sustaining concrete wall structures is provided wherein a flexible barrier element is provided along a margin on the forming panel for impeding the flow of water and fine particles of a concrete mix pour past the barrier element. The margin may be along the perimeter edge of the forming panel or along an opening interior to the perimeter of the forming panel. When located near the perimeter, the flexible barrier element may be positioned in a slot extending parallel to the margin and located in the frame. When located near an interior opening, the barrier element may be provided on a reinforcing member positioned around the opening or on a door which shifts to improve access through the opening during placement of forming ties or the like.

Abstract: The shuttering element or similar, with a panel-shaped carrier (2; 7), according to the invention is characterized in that the carrier (2; 7) is covered at least on one side with a film (3; 6), which is attached to the carrier (2; 7) in a replaceable manner by means of an adhesive (4; 10) capable of being deactivated under the influence of heat. The panel-shaped carrier, especially for use in a shuttering element with a core (7) made from synthetic material, wherein, a reinforcing layer (8) with fibers is provided at one or both sides of the core, is characterized in that the fibers consist entirely or predominantly of fiber threads, which extend over the entire length of the carrier. The process for manufacturing and repair of shuttering elements or similar is characterized in that the film facing (3; 6; 22) which forms the surface is applied to the carrier (2; 7; 11; 211) under the influence of heat.

Abstract: A forming panel and method for using the same in construction of self-sustaining concrete wall structures is provided wherein a flexible barrier element is provided along a margin on the forming panel for impeding the flow of water and fine particles of a concrete mix pour past the barrier element. The margin may be along the perimeter edge of the forming panel or along an opening interior to the perimeter of the forming panel. When located near the perimeter, the flexible barrier element may be positioned in a slot extending parallel to the margin and located in the frame. When located near an interior opening, the barrier element may be provided on a reinforcing member positioned around the opening or on a door which shifts to improve access through the opening during placement of forming ties or the like.

Abstract: The invention involves a manner of fabricating 3D construction forms by preparing first and second standard sized panels with a predetermined pattern of perforations and assembling same in spaced apart relationship by connecting the panels together with connectors designed to engage the perforations in the panels. The perforations of the panels are arranged in a specific pattern suitable for the assembly and use of the construction forms by means of an apparatus designed to form the perforations. The method also uses apparatus which assist in the orientation and alignment of the connectors to engage the panels. Modifications of the panels and connectors will allow the formation of 3D construction forms with corners of various configuration.

Abstract: A Formwork includes rigid casting panels constructed to receive a batch of poured concrete. The surfaces of the panel exposed to contact the concrete are covered with a water absorbing liner coated or impregnated with a photocatalysis compound. The photocatalysis compound in a semiconductor material, such as titanium dioxide powder, which activated by sunlight to generate oxygen radicals.

Abstract: A chamfer for securing precast concrete wall panel forms that are used in tilt-up construction. The chamfer includes an elongate base portion and at least one chamfer portion coextensive with the lengthwise direction of the elongate base portion. The base portion defines a substantially horizontal base plane. The chamfer portion includes a first leg disposed upstanding relative to the base portion, and a second leg portion angularly disposed relative the first leg. The second leg further includes at least one flexible edge that projects beyond at least the base plane or the plane defined by the lengthwise direction extension of the first leg. Depending on which part of the second leg the edge is cantilevered from, it forms a sealed relationship between the chamfer and a casting surface, the chamfer and a plank used as part of the wall form, or both.

Abstract: A method of forming a circumferentially closed wall having the same cross-section over its entire length included providing at least two circumferentially closed inner falseworks each formed of circumferentially closed inner part and a circumferentially closed climbing strip releasably securable to an upper end of the main part. A concrete wall is formed in a plurality of concrete-placing steps, with use of the inner falseworks in more than one step. In a first concrete-placing step, an initial section of a concrete wall is formed. In each subsequent concrete-placing step, a circumferentially closed concrete wall section is formed on an upper end of an already formed section of the concrete wall.

Abstract: A concrete forming panel and its method of use is provided wherein the forming panel has a face plate including a frame, a front side and a back side, and one or a plurality of pairs of ribs which extend longitudinally along the back side. The pairs of ribs are provided sufficiently closely together to grip an element passing through the face plate or to grip a wedge which in turn engages the element. The element may be a nail, stake, or other fastener used to hold the forming panel in the ground, to connect the forming panel to other forming panels, or to indicate a desired level for concrete poured against the front side to be cured and hardened into a finished structure, such as a foundation for a building. The ribs may be provided with slots for receiving a reinforcing element of a relatively harder material, and the reinforcing element may be shiftably received in the slot so that its position may be changed as the reinforcing element wears during use.

Abstract: A panel-forming system including a plurality of bulkheads and one or more extensions. A first group of the bulkheads are used to define the overall dimensions and shape of the panel, while a second group are used to define at least one aperture formed into the panel. The aperture extensions are configured to allow various-shaped recesses to be formed in the panels adjacent the apertures, and are made up of a bulkhead-engaging portion and a separate recess portion that extends from and cooperates with the bulkhead-engaging portion. The surfaces of each bulkhead-engaging portion include a plurality of chamfers to create complementary surfaces in the panel being formed.

Abstract: A casting tool for forming precast concrete wall sections. A base is disposed generally in a horizontal plane and has an upper surface. A pair of opposing sidewalls are disposed proximate the upper surface. Each of the sidewalls has a first position in which the sidewall is located substantially in a vertical plane. First and second opposing bulkheads are disposed proximate the upper surface, each having a respective first position in which the bulkhead is located substantially in a vertical plane. The bulkheads are arranged to abut the pair of opposing sidewalls so that the inner surfaces of the sidewalls, the bulkheads, and the upper surface of the base define a form for receiving concrete to make the precast concrete wall section. The first bulkhead is configured for movement so as to vary a first dimension of the form, and thus the dimension of the concrete wall section.

Abstract: A panel-forming system including a plurality of bulkheads and one or more extensions. A first group of the bulkheads are used to define the overall dimensions and shape of the panel, while a second group are used to define at least one aperture formed into the panel. The extensions are made up of a bulkhead-engaging portion and a recess portion that extends from the bulkhead-engaging portion. The aperture extensions are configured to allow various-shaped recesses to be formed in the panels adjacent the apertures. In accordance with 37 CFR 1.72(b), the purpose of this abstract is to enable the United States Patent and Trademark Office and the public generally to determine quickly from a cursory inspection the nature and gist of the technical disclosure. The abstract will not be used for interpreting the scope of the claims.

Abstract: A concrete form has an embossed panel for molding a facade of brickwork in a particular pattern on a concrete wall or the like. Specially constructed support beams, struts and flanges are secured to the panel on the back of the panel to prevent undesired deformation of the borders. Each flange has a panel engaging surface and a plurality of projections on the surface adapted to be received within depressions in the borders presented by the brickwork pattern. The panel is embossed to resemble a brickwork pattern, and the marginal borders vertically traverse the pattern through vertically aligned joints in alternate courses, the flanges having similarly arranged projections to be received within the spaced depressions presented by the aligned, vertically spaced joints.

Abstract: A chamfer for securing precast concrete wall panel forms that are used in tilt-up construction. The chamfer includes an elongate base portion and at least one chamfer portion coextensive with the lengthwise direction of the elongate base portion. The base portion defines a substantially horizontal base plane. The chamfer portion includes a first leg disposed upstanding relative to the base portion, and a second leg portion angularly disposed relative the first leg. The second leg further includes at least one flexible edge that projects beyond at least the base plane or the plane defined by the lengthwise direction extension of the first leg. Depending on which part of the second leg the edge is cantilevered from, it forms a sealed relationship between the chamfer and a casting surface, the chamfer and a plank used as part of the wall form, or both.

Abstract: A concrete forming panel with lightweight siderail includes a face plate and a frame, the frame including at least one siderail and a bushing plate coupled thereto, the bushing plate having thereon a wear member of a material having greater hardness than the bushing plate. The wear member is positioned adjacent an opening in the bushing plate, the hole being in registry with a corresponding hole in the siderail, whereby fasteners passing through the hole and opening to couple the forming panel to other structural members in a concrete forming system, such as another forming panel, will engage the wear member. The use of a wear member permits the use of lighter weight siderails and bushing plates.

Abstract: Adjacent tilt-up concrete wall panels are poured on a horizontal concrete floor or forming surface and are separated by a bulkhead device including a base member or channel of extruded semi-rigid plastics material and secured by screws to the forming surface. The base channel has upwardly projecting walls with inwardly projecting opposing teeth which releasably engage outwardly projecting teeth on spaced side walls of a generally U-shaped bulkhead member of extruded semi-rigid plastics material. The spaced side walls also have opposing ribs for gripping a bulkhead extension member, and the bulkhead member is also extruded with outwardly and downwardly projecting walls which have tapered lower edge portions engaging the forming surface to form chamfer corners on the concrete panels.

Abstract: It is an object of the present invention to enhance the efficiency of a concrete form construction work.

Abstract: A casting support is provided including a brace and a bracket. The brace includes bracing end portions and the bracket includes first and second bracing faces that include one or more pairs of bracing projections. A distance between the bracing end portions of the brace is greater than a distance between opposite bracing projections on the first and second bracing faces. The brace is positioned to lend structural support to the bracket by urging it past the bracing projections into a secure bracing position. A casting form is also provided including a plurality of form panels and a plurality of casting supports. The casting supports are configured to support the form panels in a substantially vertical orientation and each of the casting supports includes a brace and a bracket. A casting form is also provided where each of the casting supports comprises a brace and a bracket and each bracket comprises an integrally-formed form face spaced from and oriented parallel to a first bracing face of the bracket.

Abstract: A concrete forming panel and method for making the same which includes a sheet having an outer peripheral edge. Typically, the sheet is rectangular in shape. An aluminum frame formed by linear frame segments extends around the outer peripheral edge of the sheet. The frame segments are secured to the sheet by welding. At least one, and preferably a plurality of spaced cross braces extend across the sheet between spaced apart portions of the frame. These cross braces are adhesively secured to both the frame as well as the sheet.

Abstract: The invention is a new system of formworks for concrete casting, comprising various elements connected to one another for the construction of any building structure in concrete, such as foundations, plinths, reversed beams, straight and curved walls, pillars, floors, beams having the same thickness as the floor, short beams and cantilevers. These elements comprise a single-piece panel made of a plastic material (thermoformed polymers), practically smooth on one side and provided with edge ribs along the four sides on the other side, said ribs being provided with holes and/or slots for the connection with adjacent modular elements, said single-piece panel being also provided with ribs for connecting said edge ribs, as well as pins and centering cones, connection wedges, angle sections, load distribution crosses, trapezium-shaped supports, flat bars with plane connection elements, locking blocks, cross support, extractor.

Abstract: An assembly of concrete forms for use in the placement of concrete, the assembly having a pair of longitudinal form members and a ground engaging member that is in contact with at least one of the longitudinal form members. A first longitudinal form member slidably overlaps a second longitudinal form member such that the length of the combination of longitudinal form members is adjustable. Inverted U-shaped channels are provided at the top of each of the longitudinal form members which allow a male/female overlapping relationship and provide a location to receive the ground engaging member. A radius form member includes a longitudinal form member with a horizontal component or inverted U-shaped channel having successively spaced apart slots thereon, so that the radius form member is flexible. To create an angle, a corner forming bar is also provided for the assembly, extending between two of the longitudinal form members.

Abstract: A chamfer for forming precast concrete wall panels used in tilt-up construction. The chamfer includes an elongate base portion and at least one chamfer portion coextensive with the lengthwise direction of the elongate base portion. The base portion defines a substantially horizontal base plane. The chamfer portion includes a first leg disposed upstanding relative to the base portion, and a second leg portion angularly disposed relative the first leg. The second leg further includes at least one flexible edge that projects beyond at least the base plane or the plane defined by the lengthwise direction extension of the first leg. Depending on which part of the second leg the edge is cantilevered from, it forms a sealed relationship between the chamfer and a casting surface, the chamfer and a plank used as part of the wall form, or both.

Abstract: A method of forming a composite panel with a facade comprising a planar arrangement of thin discrete facers on a body of structural backing material. The method comprises the steps of providing a horizontal casting bed, providing a plurality of facers each with chamfers at corners between side-rear and end-rear walls, arranging the facers in abutting relationship atop the casting bed and in a selected pattern in a face down planar configuration so that the chamfers on the facers open upwardly and define narrow elongated sealant channels at joints between contiguous facers. Depositing a sealant in the channels and pouring concrete as a structural backing material atop the facers, the rear surfaces of the facers and the concrete adhering to form a composite panel.

Abstract: A modular form panel and a method of employing the same are provided for use when forming a rectilinear concrete column form. The form panel comprises a first side edge and a second side edge, with the first side edge having a plurality of attachment holes arranged in a plurality of vertically oriented gage lines. The form panel also includes a top edge and a bottom edge extending between the first and second side edges, and has a generally planar interconnecting skin, with the skin having a plurality of attachment holes arranged in a plurality of vertically oriented gage lines. Thus, a plurality of like panels may be arranged to define a rectilinear column form of predetermined cross-sectional dimensions by securing the first edge of the panel to the skin of an adjacent like panel by attaching a selected one of the first edge gage lines to a selected one of the skin gage lines on the adjacent like panel.

Abstract: A casting support is provided including a brace and a bracket. The brace includes bracing end portions and the bracket includes first and second bracing faces that include one or more pairs of bracing projections. A distance between the bracing end portions of the brace is greater than a distance between opposite bracing projections on the first and second bracing faces. The brace is positioned to lend structural support to the bracket by urging it past the bracing projections into a secure bracing position. A casting form is also provided including a plurality of form panels and a plurality of casting supports. The casting supports are configured to support the form panels in a substantially vertical orientation and each of the casting supports includes a brace and a bracket. A casting form is also provided where each of the casting supports comprises a brace and a bracket and each bracket comprises an integrally-formed form face spaced from and oriented parallel to a first bracing face of the bracket.

Abstract: A method and apparatus for retaining separable parts for a concrete forming panel includes the provision of a retaining member on the forming panel located separately from any one of a plurality of coupling sites. Separate and discrete parts may be held on the retaining member until the parts are ready for use. The retaining member may include a reinforcing bar having at least one and preferably a plurality of openings therein for frictionally holding the part therein. The opening may be provided with a gripper to enhance the frictional engagement and improve the parts holding ability of the retaining member. The retaining member may include a magnetic coupler which is especially useful with aluminum forms for holding steel parts in position. Further, the retaining member may include a self-sticking material with cooperating components on the part and the form whereby the parts may be readily attached and removed from predetermined areas on the forming panel.

Abstract: A forming panel and method for using the same in construction of self-sustaining concrete wall structures is provided wherein a flexible barrier element is provided along a margin on the forming panel for impeding the flow of water and fine particles of a concrete mix pour past the barrier element. The margin may be along the perimeter edge of the forming panel or along an opening interior to the perimeter of the forming panel. When located near the perimeter, the flexible barrier element may be positioned in a slot extending parallel to the margin and located in the frame. When located near an interior opening, the barrier element may be provided on a reinforcing member positioned around the opening or on a door which shifts to improve access through the opening during placement of forming ties or the like.

Abstract: A form liner for use in a system to produce a surface of cementitious material including a plurality of surface areas each produced by a form liner to simulate the appearance of natural stone or rock and grout lines formed without seams visible between adjacent surface areas wherein each form liner comprises a mold including an obverse relief surface having a raised edge formed about the outer portion of the periphery thereof with at least one pair of opposite sides and a random inner circuitous raised edge formed inwardly thereof with a plurality of irregular contoured pockets formed therein to cooperatively form the simulated grout line and simulated stones or rocks respectively wherein the opposite pair of opposite sides of the outer raised edge is interrupted or discontinuous to form at least one plug recess such that when adjacent form liners are operatively aligned relative to each other corresponding plug recesses cooperated form a cavity to selectively receive a keystone liner plug having an irregular

Abstract: A construction form system comprising a plurality of construction forms each including a form sheet having a face side, a back side and a support section defined there between and a connection edge, a side frame for supporting the form sheet, the side frame having a face section and a wall section wherein the face section cooperatively mates with the connection edge of the form sheet to provide a form surface, at least one ladder extending from a side of the side frame to an opposite side of the side frame, and a plurality of brackets attached to the side frame adapted to support the form sheet and wherein the form sheet is free floating within the side frame to protect the form sheet from damage in operation such that at least one of the brackets is used to connect one side frame of one construction form to another side frame of another construction form

Abstract: A panel-forming system including a plurality of bulkheads and one or more extensions. A first group of the bulkheads are used to define the overall dimensions and shape of the panel, while a second group are used to define at least one aperture formed into the panel. The extensions are made up of a bulkhead-engaging portion and a recess portion that extends from the bulkhead-engaging portion. The aperture extensions are configured to allow various-shaped recesses to be formed in the panels adjacent the apertures. In accordance with 37 CFR 1.72(b), the purpose of this abstract is to enable the United States Patent and Trademark Office and the public generally to determine quickly from a cursory inspection the nature and gist of the technical disclosure. The abstract will not be used for interpreting the scope of the claims.

Abstract: Modular concrete form components which, when assembled into large wall form assemblies are sufficiently strong to resist the bending forces applied during picking and placing of the wall form assemblies without the need for the attachment of additional or external stiffening members. A bearing block is secured to a stiffener that runs along the back side of the form component adjacent a perimeter flange of the form component.

Abstract: A contoured wall and method is disclosed for creating the contour and appearance of a wall formed from individual assembled units such as stones. The wall is formed from a plurality of mating form liners each having a reciprocal contoured surface to that of the desired stone wall. The wall is formed from hardenable construction material such as concrete poured between two mold members with the form liners attached to at least one of the mold members. Each of the form liners has a lateral relief mold face adapted to provide a molded surface having the contour of a stone wall. Each lateral relief mold face of the form liners has a latticework non-linear mortar-forming interlocking portion surrounding stone-forming recessed portions. The form liners are positionable in a plurality of arrangements wherein the interlocking portions and recessed portions along the mating edge of each form liner mate along mating edge of the adjacent form liner to form a continuous lateral relief mold face.

Abstract: A casting tool for forming precast concrete wall sections. A base is disposed generally in a horizontal plane and has an upper surface. A pair of opposing sidewalls are disposed proximate the upper surface. Each of the sidewalls has a first position in which the sidewall is located substantially in a vertical plane. First and second opposing bulkheads are disposed proximate the upper surface, each having a respective first position in which the bulkhead is located substantially in a vertical plane. The bulkheads are arranged to abut the pair of opposing sidewalls so that the inner surfaces of the sidewalls, the bulkheads, and the upper surface of the base define a form for receiving concrete to make the precast concrete wall section. The first bulkhead is configured for movement so as to vary a first dimension of the form, and thus the dimension of the concrete wall section.

Abstract: A system for tilt-up concrete panel forming for use on a casting surface comprising an elongated base strip having an elongated groove in an upper surface, having a chamfered edge, and having a bottom surface adapted to be adhesively attached to the casting surface. The base strip has a support edge on the upper surface for receiving and supporting an elongated wooden panel form. A plurality of brackets each have a bottom section for mating with the elongated groove of the base strip at spaced intervals along the base strip, and the brackets further including a support section for supporting a side of the panel forms. Suitable clips can be added to the support sections of the brackets to impart a camber to an end of the concrete panel being formed.

Abstract: A chamfer for forming precast concrete wall panels used in tilt-up construction. The chamfer includes an elongate base portion and at least one chamfer portion coextensive with the lengthwise direction of the elongate base portion. The base portion defines a substantially horizontal base plane. The chamfer portion includes a first leg disposed upstanding relative to the base portion, and a second leg portion angularly disposed relative the first leg. The second leg further includes at least one flexible edge that projects beyond at least the base plane or the plane defined by the lengthwise direction extension of the first leg. Depending on which part of the second leg the edge is cantilevered from, it forms a sealed relationship between the chamfer and a casting surface, the chamfer and a plank used as part of the wall form, or both.

Abstract: A self-reinforcing in-situ concrete form that receives concrete including a first panel having a first surface and a second surface positioned opposite to the first surface, and a reinforcement rib connected to the first surface of the first panel, the reinforcement rib generally including a retention surface spaced away from the first surface of the first panel, wherein the retention surface is positioned in a non-perpendicular alignment with the first surface of the first panel, and the panel and the retention surface are designed to stay attached to the concrete after the concrete cures.

Abstract: Lightweight, reinforced, non-biodegradable, tubular plastic footing form members and assemblies which may contain stake-engaging bores and/or are nailable to each other and/or to supporting stakes. The form members are water-repellant to resist absorbing and bonding to wet concrete compositions so that they can be removed and cleaned for repeated reuse. Alternatively they can be left in place, since they are inexpensive and non-biodegradable, and can support a porous drain conduit adjacent the formed footing.

Abstract: Metal concrete form panels having a face sheet to which is attached a rearwardly extended perimeter flange. Stiffeners on the back side of the face panel are to the back side of the face sheet and are arranged so that pressure on the front of the face sheet induces a tensile force in the face sheet.

Abstract: The formwork system is based on the use of modules that can be coupled to each other, both laterally and vertically, with each one comprised of a pair of metal sheets (2) that determine the inner and outer faces of the formwork, with threaded transverse rods (25) that join the sheets (2) to each other, and welded to the outer sides of these are a series of trapezoidal profiles (7) and two edge profiles (7′). The system includes stiffeners (10) that are provided with tensioning devices, with the stiffeners (10) connected to the trapezoidal profiles (7) by triangular plates (13) on which act the tensioning devices in order to move these triangular plates and thereby to curve the panel, maintaining the curvature in the blocked position by means of a device installed between the triangular plate (13) and the corresponding trapezoidal profile (7) and by another tensioning device (12) applied to the stiffeners (10).

Abstract: A lightweight concrete reinforcing panel with face sheet reinforcement is provided having a face sheet and a frame with reinforcing members. The reinforcing members preferably extend between opposed rails of the frame and have openings therethrough with braces extending transversely to the axis ofthe reinforcing members. The braces may be provided by cutting and bending the reinforcing member to form flanges and the openings, and may alternate on either side of the reinforcing member, or alternatively may be separate, discrete bracing elements which pass through the openings. Thus positioned, the bracing elements may pivot on the reinforcing member to flex with the face sheet. The bracing elements may be linear, such as bars, loops, or other shapes to spread the load applied to the front side of the face sheet.

Abstract: Modular concrete form components which, when assembled into large wall form assemblies are sufficiently strong to resist the bending forces applied during picking and placing of the wall form assemblies without the need for the attachment of additional or external stiffening members. A bearing block is secured to a stiffener that runs along the back side of the form component adjacent a perimeter flange of the form component.

Abstract: Concrete form panels having a plurality of openings in the exterior flange and crossing interior ribs that provide access from an opening in the exterior flange to any interior section between the ribs. Wires, plumbing, and the like are run through the openings to reach any desired area of the back side of the panel while remaining wholly inside the confines of the form panel, thus reducing the likelihood of the wires or plumbing interfering with workers and equipment in the area behind the form panel. In combination with a backside cover, the openings create a plenum through which a fluid, such as heated or cooled air, is passed over the form to assist in the control of the temperature of concrete curing adjacent the form panel.

Abstract: A bridge deck construction form is provided capable of being used in a series of interlocking forms. The system uses an interlocking grid of plastic forms upon which the concrete is poured. The forms have male and female interlocking connectors around their perimeter to allow the forms to lock together end to end and side to side. The top surface of the form is smooth, and a series of hand grip indentations and fork lift fork receiving recess indentations are provided about the vertical perimeter apron to allow for easy handling and manipulation of the forms, whether by hand or by fork-lift, during placement, removal, shipping, storage, transport, or the like.

Abstract: Adjacent tilt-up concrete wall panels are poured on a horizontal concrete floor or forming surface and are separated by a bulkhead device including a base member or channel of extruded semi-rigid plastics material and secured by screws to the forming surface. The base channel has upwardly projecting walls with inwardly projecting opposing teeth which releasably engage outwardly projecting teeth on spaced side walls of a generally U-shaped bulkhead member of extruded semi-rigid plastics material. The spaced side walls also have opposing ribs for gripping a bulkhead extension member, and the bulkhead member is also extruded with outwardly and downwardly projecting walls which have tapered lower edge portions engaging the forming surface to form chamfer corners on the concrete panels.

Abstract: In an encasing for fair-faced concrete surfaces with a supporting structure (4) and an encasing skin (6) stayed by the latter, the encasing skin consists of transparent material so that the latter fair-faced concrete surface can be observed while pouring the concrete and possible flaws can be eliminated by applying extra compression before the concrete settles.