Abstract: A formwork apparatus for producing a wall section in fresh concrete design that includes projecting connection reinforcement elements for connecting a floor to be constructed, comprising a formwork element that includes a support structure and a forming panel supported on the support structure. The formwork element is provided on one of its edge sections with a plurality of edge recesses spaced preferably uniformly apart from one another for the connection reinforcement elements. A single forming board element or multiple forming board elements serve to reversibly cover the edge recesses when the connection reinforcement elements extend through the edge recesses. A method for producing wall sections situated vertically above one another with projecting connection reinforcement elements in fresh concrete design for connecting to a floor.

Abstract: In one embodiment, a device includes a spine, a first support coupled to a first end of the spine, a second support coupled to a second end of the spine, and a plurality of fixtures coupled to the spine. The plurality of fixtures are configured to couple an aircraft flight control apparatus to the spine.

Abstract: The invention relates to a locking device for an anchor rod which may be mounted to a wall formwork. Moreover the invention relates to an associated wall formwork as well as process for mounting the locking device to the wall formwork. Moreover the invention relates to a system having a locking device and wall formwork. A locking device having a locking means for mounting the locking device to one end of an anchor rod and a mounting device for mounting the locking device to a wall formwork is provided. The mounting device comprises a screw which is tilted such that it may be secured in a hole of a supporting element of a wall formwork. A wall formwork thus advantageously does not require a thread in order to be able to mount the locking device to a wall formwork.

Abstract: A construction form system for forming concrete walls for use as above grade walls, foundations, frost walls, exterior envelopes, and the like, is disclosed. The system includes a plurality of pairs of opposing vertical forming panels spaced from each other to define a forming cavity disposed to receive a hardenable material. Each pair of opposing forming panels comprises an inner panel forming part of an inner wall and an outer panel forming part of an outer wall. The system also includes an outer rail positioned between each adjacent pair of outer forming panels and an inner rail positioned between each adjacent pair of inner forming panels. The inner forming panels comprise support panels configured to be selectively addable and removable from between each adjacent pair of inner rails prior to and subsequent to a pouring of the hardenable material into the cavity.

Abstract: One possible embodiment of the invention could be a system for creating forms used to make concrete structures comprising of plurality of panels, each panel having two or more sets of spaced-apart tie apertures; a plurality of ties, each tie forming a body between two ends, each end having a locking aperture, a plurality of L-shaped brackets with two flanges having a respective set of spaced-apart perforations; a plurality of locking mechanisms that attach to ties and connect L-shaped brackets together; wherein two or more ties are located between a pair of parallel and opposing panels, the ends of the ties protruding through respective tie apertures and perforations of L-shaped brackets located on the outside of the panels, the locking mechanisms engaging respective locking apertures to form an assembled pair of panels, the assembled pairs being connected together to create a form with a continuous cavity to receive plastic concrete.

Abstract: It is an object of the present invention to provide a display device that has a structure of an electrode where a residue of a transparent conductive film is not generated when a weak acid solution is used in etching, which is particularly appropriate for an electrode of a light-emitting element. A display device according to the present invention has an electrode that has a laminated structure of laminated transparent conductive films, and the electrode has a first transparent conductive film as the bottom layer, where no residue is generated when a weak acid solution is used in etching, and a second transparent conductive film as the top layer, which has a work function of 5.0 eV or more.

Abstract: The metallic formwork system of the invention is used for concrete molding in constructions, by virtue of a diversity of metallic accessories that allow interconnection between metallic formwork modules providing a versatile, easy-to-use and portable system.

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: Improved concrete form systems (10) are provided which permit erection of the systems (10) in close quarters adjacent existing structures, e.g., the systems (10) may be successfully installed with as little as 2-½ inches of clearance between such existing structures. The systems (10) include spaced apart outer and inner wall sections (12, 14) each formed of juxtaposed, interconnected form panels (16, 18, 20, 22), with connection assemblies (24, 25) serving to interconnect the adjacent form panels (16, 18, 20, 22) of each wall section (12, 14), and to cross-connect the wall sections (12, 14). Each form panel has a planar panel segment (26) having side marginal connection structures (48) preferably including concave surfaces (50, 52).

Abstract: A formwork assembly for casting a concrete structure includes a support member for supporting a conventional armature grid if any, further including at least one liquid-tight and load-bearing formwork wall connected to the support member. The formwork wall includes at least two panels, each defining a peripheral edging having at least one first dovetail joint element about its peripheral edging. Each formwork wall also has a panel connector having at least two second dovetail joint elements, each second dovetail joint element being complementary to the first dovetail joint element of a corresponding panel and is interlocked with the first dovetail joint element of a corresponding panel to form a dovetail joint, the connector holding the panels in an edgewisely juxtaposed fashion to form a continuous formwork wall. The formwork assembly includes a securing member for securing the connector and panels together, and a supporting structure for supporting the formwork wall.

Abstract: A turnbuckle device (11) for clamping concrete shell elements (1, 2), having two claws (12, 13), which may be displaced toward one another, and a wedge (18) or the like, the claws (12, 13) having legs (14, 20; 41), the legs (14, 20; 41) having contact surfaces (30, 31; 43) extending in a plane to rest on struts (7, 21; 50) of frames (5, 6) of concrete shell elements (1, 2), the legs (14, 20; 41) having lugs on their free ends (16, 22; 40), which are capable of engaging behind depressions (9, 15) in frames (5, 6) of concrete shell elements (1, 2), is characterized in that an extension (17; 42; 44; 45) is provided on a lug (16; 40) of a leg (14; 41), which extends away from the contact surface (30, 43) at least partially perpendicularly to the plane of the contact surface (30; 43) of the leg (14; 41). The mounting of the turnbuckle device is thus made easier.

Abstract: A method for manufacture and assembly of a concrete structure includes manufacturing, at a first location, wall sections and floor/ceiling sections. The wall sections include interior form walls of adjustable separation, and may include interior and exterior finish features, interior rebar, electrical and water supply, and optional fabric forms. The floor/ceiling sections include forms that have adjustable components, and may include rebar, interior finish features, and electrical and heating components. Wall sections and floor/ceiling sections are rotatably and slidably/rotatably attached to one another to define structure segments. Structure segments may be placed in shipping containers for transport. Structure segments are transported to a construction site in a compact orientation, manipulated to an assembled position, and then concrete is inserted into forms defined by the segments and permitted to cure.

Abstract: A waler bracket for use with a concrete forming systems which incorporates a captive wedge for tightening the wale against the form panels to bring them into planar alignment. The wedge is held in it's open position by means of a notch in it's edge.

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: A turnbuckle device (10) for clamping concrete shell elements (35, 36) comprises stationary claws (14, 15) and pivotable claws (24, 25) which can be clamped with the stationary claws (14, 15) via a wedge (28) on two neighboring concrete shell elements (35, 36) in that the claws (14, 15, 24, 25) engage in profilings on the frame of the concrete shell elements (35, 36). The stationary claws (14, 15) have archings (18) which engage behind transverse struts (34) or longitudinal struts (33) of a concrete shell element (36). The turnbuckle device (10) is displaceably held on the concrete shell element (36) via the archings (18). If the claws (14, 15, 24, 25) are within the concrete shell element (36), the turnbuckle device (10) can be displaced on the concrete shell element (36) in a longitudinal direction of the transverse strut (34 ) only that far that the turnbuckle device (10) does not project over an outer edge (39) of the concrete shell element (36).

Abstract: A modular assembly for creating formwork for casting vertical concrete structures is characterized by elongated wall elements which are disposed in edge to edge relationship in two facing rows and which are simultaneously retained in edge to edge relationship and in facing relationship by connecting members. Retaining elements slidably engage connecting members and wall elements in diagonal relationship. Connecting members include engagement means for cooperating with notches in rigid panels which are disposed against the interior surfaces of flat walls formed by the formwork.

Abstract: A gang form for use with a concrete form system is provided. The concrete form system has a plurality of said gang forms and a plurality of tie rods. An improved insert having four sides is positioned between two adjacent form panels having flanges with flange openings therein. Side openings in the third and fourth sides of the insert are aligned with the flange openings. Attachment devices are inserted in the side openings and flange openings to attach the insert to the two adjacent form panels and to provide the gang form. At least one lock member is rotatably attached to the second side of the improved insert. One of the plurality of tie rods extends through a tie rod opening in the first and second sides of the insert and is firmly secured to the insert by moving the lock member from an unlocked position to a locked position. Thus, the gang form is interconnected to the concrete form system.

Abstract: A concrete form system for receiving concrete includes a plurality of interlocking form panels having opposite side ends, and which capable of being selectively arranged in series as a wall of a form configured to receive concrete. A plurality of attachments are each disposed between adjacent form panels, and vertically engage the side ends of adjacent form panels to interlock the side ends of the adjacent form panels to resist lateral separation of the adjacent form panels. The attachments an include one or more channels or engagement walls, and an insert received withing the channels or engaging the engagement walls. Ties or brackets can extend between parallel, spaced-apart form panels to maintain a predetermined, spaced-apart distance. A gauge bar can moveably extend into the form to indicate a fill level.

Abstract: A gang form for use with a concrete form system is provided. The concrete form system has a plurality of said gang forms and a plurality of tie rods. An improved insert having four sides is positioned between two adjacent form panels having flanges with flange openings therein. Side openings in the third and fourth sides of the insert are aligned with the flange openings. Attachment devices are inserted in the side openings and flange openings to attach the insert to the two adjacent form panels and to provide the gang form. At least one lock member is rotatably attached to the second side of the improved insert. One of the plurality of tie rods extends through a tie rod opening in the first and second sides of the insert and is firmly secured to the insert by moving the lock member from an unlocked position to a locked position. Thus, the gang form is interconnected to the concrete form system.

Abstract: An insulated concrete wall structure having a concrete wall with opposing wall surfaces. The concrete wall has several vertically and horizontally spaced wall ties imbedded within the concrete wall and extending between the wall surfaces. Positioned between the vertically spaced wall ties are a series of elongated retaining strips such that the retaining strips are substantially parallel to the wall surface. Insulating panels such as polystyrene foam boards are located between the horizontally spaced wall ties and retained in position by the retaining strips. In one aspect of the invention, each insulating panel has a groove formed along its vertical edge for receiving and engaging the elongated edge of the retaining strips. The present wall system is advantageous in that an insulated concrete wall can be readily formed using conventional wall forms in approximately the same amount of time as conventional uninsulated poured concrete walls.

Abstract: A clamping device is configured to clamp adjacent modular form members to one another. The clamping device includes an elongated bar and a pair of clamps mounted on the bar. A plurality of gusset plates are disposed on and protrude outwardly from the bar to complementarily engage the perimeter frames of the modular form members. The jaws of the clamps retain the perimeter frames of the adjacent modular form members against the bar, which clamps the form members to one another and retains them in a flush orientation with one another. The bar is generally channel shaped and includes a pair of reentrant legs adjacent a throat. A number of auxiliary attachments are cooperably mountable on the bar.

Abstract: A method of constructing a wall form and of forming a wall includes employing a modular concrete form system having a clamping device to clamp adjacent modular form members to one another. The clamping device includes an elongated bar, a pair of clamps mounted on the bar, and a pair of clip assemblies mounted on the bar, the bar being shaped to complementarily engage the perimeter frames of the modular form members. The jaws of the clamps retain the perimeter frames of the adjacent modular form members against the bar, which clamps the form members to the bar and retains them in a flush orientation with one another. The clip assemblies each having a slidable tie clip formed with an opening for receiving a portion of a tie therein. The tie is tapered and is nominally of a circular cross section and formed with a plurality of spaced groves at the alternate ends thereof.

Abstract: A waler bracket is disclosed for securing a waler to a modular form system having a pair of panels being separated by a filler channel, with the filler channel including a pair of flanges with each flange being joinable to an adjacent panel edge portion. The waler bracket includes an inner portion and an outer portion. The inner portion includes an inner through member disposed parallel to the plane of the panels and perpendicular to the panel edge portions, with the inner through member being sized for insertion between the filler channel flanges and being adapted to receive a fastener. The outer portion is adapted for attachment to the waler. Accordingly, the panels, the filler channel, and the bracket inner portion may be connected to each other using a fastener extending through the inner through member, and the waler may be secured to the bracket outer portion, thereby securing the waler to the panels and thereby permitting the form system to be lifted as a unit.

Abstract: Footing forms border the bottom of an open space into which concrete may be poured. The forms are adjustable to various widths and lengths, and further provide support for commercially available foam wall forms that are used in concrete wall construction. The combination of adjustable footing forms with foam wall forms allows wall and footing to be poured together to form a monolithic concrete structure. The footing forms are adjustable to work in association with various standard and non-standard widths of foamed resin wall forms used in the building construction industry. The footing forms are fully removable from the concrete monolith, while leaving the foam wall forms with the cast concrete. Various corner components are also illustrated.

Abstract: A penetratable stiffback useful as a building form is provided and is useful as an integrated member of a forming system in conjunction with a pair of forming panels. The stiffback includes a face panel and a pair of rearwardly projecting support walls, each support wall including a lug projecting outwardly therefrom intermediate the rear margin and the rear of the face panel. The face panel includes a front face for location coplanar with a pair of adjacent forming panels to present a forming system for receiving hardenable material thereagainst, the lugs serving to reinforce the panels on either side. The system includes a connecting member for penetrating the face panel and connection to an opposing forming wall to inhibit separation of the forming walls caused by the weight of the hardenable material poured between the forming walls.

Abstract: A wall form panel for use in constructing a poured concrete wall form is preferably extruded from aluminum and a plurality of sections which are joined together form the wall form panel. The outer side most sections of the wall form panel advantageously include integrally formed and extruded side flanges to provide enhanced load-bearing capability and reduce the likelihood of failure. The extruded panel sections are coupled together along longitudinally extending joint members and reinforced beams and struts are welded to the back face of the wall panel sections for added strength and rigidity. Advantageously, the wall form panel sections can be formed in a plurality of widths and joined together in various combinations to conveniently provide a variety of widths of wall form panels. The side flanges of the wall form panels includes holes for attaching pins and other associated hardware.

Abstract: An insulated concrete wall structure having a concrete wall with opposing wall surfaces. The concrete wall has several vertically and horizontally spaced wall ties imbedded within the concrete wall and extending between the wall surfaces. Positioned between the vertically spaced wall ties are a series of elongated retaining strips such that the retaining strips are substantially parallel to the wall surface. Insulating panels such as polystyrene foam boards are located between the horizontally spaced wall ties and retained in position by the retaining strips. In one aspect of the invention, each insulating panel has a groove formed along its vertical edge for receiving and engaging the elongated edge of the retaining strips. The present wall system is advantageous in that an insulated concrete wall can be readily formed using conventional wall forms in approximately the same amount of time as conventional uninsulated poured concrete walls.

Abstract: A fastening fitting is formed of a U-shaped fastening portion with a straight portion and a narrow mouth for holding a member therein, a linearly extending portion extending from the straight portion to be bent with respect to a plane including the U-shaped fastening portion with an angle between 80 and 130 degrees, a reinforcing member-tightening portion extending upwardly from an end of the linearly extending portion with an angle between 85 and 110 degrees with respect to the linearly extending portion, and a horizontally protruding portion protruding outwardly from the end of the linearly extending portion substantially parallel to the plane including the U-shaped fastening portion. The linearly extending portion, the reinforcing member-tightening portion and the horizontally protruding portion intersect at one point. The fastening fitting can be used easily together with molding frames and a separator.

Abstract: Standard height wall form panels for poured concrete walls are extended with cap panels positioned on top thereof and secured thereto with cap clips which can be conveniently and easily installed and disassembled with the wall form panels. Furthermore, a spreader is used to maintain the spacing of the cap panels and provide a uniformly dimensioned concrete wall. Advantageously, the spreader in one embodiment allows a worker to pass a trowel there beneath to smooth out the top surface of the poured concrete wall.

Abstract: A gang form for use with a concrete form system. The concrete form system has a plurality of said gang forms and a plurality of tie rods. An improved insert having four sides is positioned between two adjacent form panels having flanges with flange openings therein. Side openings in the third and fourth sides of the insert are aligned with the flange openings. Attachment devices are inserted in the side openings and flange openings to attach the insert to the two adjacent form panels and to provide the gang form. At least one lock member is rotatably attached to the second side of the improved insert. One of the plurality of tie rods extends through a tie rod opening in the first and second sides of the insert and is firmly secured to the insert by moving the lock member from an unlocked position to a locked position. Thus, the gang form is interconnected to the concrete form system.

Abstract: A penetratable stiffback useful as a building form is provided and is useful as an integrated member of a forming system in conjunction with a pair of forming panels. The stiffback includes a face panel and a pair of rearwardly projecting support walls, each support wall including a lug projecting outwardly therefrom intermediate the rear margin and the rear of the face panel. The face panel includes a front face for location coplanar with a pair of adjacent forming panels to present a forming system for receiving hardenable material thereagainst, the lugs serving to reinforce the panels on either side. The system includes a connecting member for penetrating the face panel and connection to an opposing forming wall to inhibit separation of the forming walls caused by the weight of the hardenable material poured between the forming walls.

Abstract: An apparatus for interconnecting form structures, such as formboards and the like, is disclosed which allows for the permanent or removable attachment of a connecting device to the ends of adjacent form structures and which provides for the quick and easy assembly and disassembly of the forms. The connecting device employs opposing connector plates which can be permanently or removably mounted to abutting ends of successive form structures and has a latching device which allows the connector plates to be quickly and easily latched and unlatched for efficient assembly and disassembly of the forming structures.

Abstract: A concrete form securing device includes two or more securing frames combined together, plural spacing bars, plural engaging members, and plural fixing boards as main components. The two securing frames are temporarily kept in place by a sustain bar and two or more annular clampers and then combined with the horizontal fixing boards and secured by the engaging members, the support boards, the cushion members, and the engaging members, and a pair of two securing frames are kept spaced apart by the spacing bars so as to form a space between two rows of the securing frames, and a concrete wall may be formed in the space, after the sustain bars and the annular clampers are removed.

Abstract: A pin and wedge combination to couple adjacent panels of a concrete wall form together includes a self-retaining pin with a spring biased ball to temporarily retain the pin in the hole in the flange of the panel during assembly of a concrete wall form without adding significant weight to the associated components or the panels or requiring costly modifications to existing panels.

Abstract: Apparatus, method and product of in situ attachment of insulation panels to poured concrete walls as the walls are formed. Polymeric F-shaped strips are attached to novel tie bars by spring clip retainers, and receive the edges of insulation panels to hold them against the forms so that uncured concrete is poured between the forms and against the panels. After the concrete is cured, the forms are removed, leaving the spring clips and tie bars in the concrete, and resulting in a concrete wall having insulation panels and secured strips, the strips also serving to receive dry wall fasteners.

Abstract: Apparatus, method and product of in situ attachment of insulation panels to poured concrete walls as the walls are formed. Polymeric F-shaped strips are attached to novel tie bars by spring clip retainers, and receive the edges of insulation panels to hold them against the forms so that uncured concrete is poured between the forms and against the panels. After the concrete is cured, the forms are removed, leaving the spring clips and tie bars in the concrete, and resulting in a concrete wall having insulation panels and secured strips, the strips also serving to receive dry wall fasteners.

Abstract: A wall form system for use in constructing a poured concrete wall includes a plurality of panels aligned in an edge-to-edge configuration to form spaced wall forms. The wall forms are maintained in a spaced relationship by a tie which includes a pair of cutouts which mate with notches in the side edges of each of the panels at the juncture between adjacent panels. A retainer is provided to secure each end of the tie to the outer face of the adjacent panels. After the concrete wall is poured and hardened, the wall forms are easily disassembled by breaking a first frangible section from the tie and removing the wall form panels and then breaking a second frangible section from the tie which is projecting from the concrete wall. The ties and retainers are disposable and easily assembled with the wall forms thereby alleviating the need for collection and retrieval when the wall forms are disassembled.

Abstract: Apparatus, method and product of in situ attachment of insulation panels to poured concrete walls as the walls are formed. Polymeric F-shaped strips are attached to novel tie bars by spring clip retainers, and receive the edges of insulation panels to hold them against the forms so that uncured concrete is poured between the forms and against the panels. After the concrete is cured, the forms are removed, leaving the spring clips and tie bars in the concrete, and resulting in a concrete wall having insulation panels and secured strips, the strips also serving to receive dry wall fasteners.

Abstract: In order to provide self-containment in a waler clamp assembly with adjustment capabilities, the assembly includes a generally U-shaped bracket having a pair of generally parallel spaced legs joined at one end by a connecting bight portion with one of the legs having a distal end with a latching key adapted to fit into a hole in a form support. Specifically, the latching key is adapted to fit into the hole in a first orientation of the bracket relative to a concrete form and is also adapted to be securely locked within the form support in a second orientation of the bracket relative to the concrete form, and the bracket also has generally aligned openings in the legs near and generally parallel to the bight portion at a point opposite the latching key.

Abstract: A containment structure and a method for making such structure requires the implementation of a plurality of a minimum of building elements. A plurality of panels are interconnected by connector columns in stacked relationship to generate a dual walled shell, adapted to receive concrete between the inner and outer walls thereof. Rebar and other appropriate reinforcing material may be appropriately positioned before the concrete is poured. Additionally, before pouring of the concrete, the mating connections of the panels and column connectors are fused together by the passing of electrical current through conductors received within such elements at their points of interconnection. The rising temperature melts the material of which the panels and column connectors are fabricated, causing them to fuse together. In one embodiment of the invention, a foam barrier is provided on either side of the resultant concrete cylinder.

Abstract: A wall form assembly (10, 10", 10'") has a pair of form wall assemblies (12A, 12B) which are kept in preselected spaced parallel relationship by means of cross members (16) fitted within end slots (36) and interlocked by means of pins (38) with elongate braces (30) mounted for movement from a low profile position for transport to a high profile operative position in which the width dimension (32) is transverse to the plane of the form wall (18-22B) for maximum resistance to bowing from the hydrostatic forces of wet cement.

Abstract: Apparatus for in situ attachment of insulation panels to poured concrete walls as the walls are formed. Preferably, polymeric F-shaped strips are attached to novel tie bars by transverse retainers, and receive the edges of insulation panels to hold them against the forms so that uncured concrete is poured between the forms and against the panels. After the concrete is cured, the forms are removed, leaving the insulation panels and the strips, the strips serving to receive dry wall fasteners.

Abstract: A wedge and bolt assembly serves to temporarily connect two prefabricated panel units for use in assembling a concrete wall form. A bolt support member is mountable on a prefabricated panel, and includes a first hollow passage formed therethrough to slidingly receive a bolt. The bolt has a main body portion with two recesses formed therein to receive an engaging member. The bolt also has a projecting end with a transverse slot formed therethrough for receiving a wedge after insertion through extending flanges of aligned panel units. The bolt support member includes a second hollow passage formed therein transverse to the first hollow passage in which an engaging member is disposed, the engaging member being biased into the recesses of the bolt by a coil spring or the like. A set screw or the like is inserted in the second passageway of the bolt support member to retain the spring and engaging member therewithin.

Abstract: A segmental formwork for round structures has a framework consisting of soldiers (6) and polygonal stretchers (5) that can be adjusted angularly at the corner points. The formwork boards (12) of the formwork shell bear directly against the stretchers (5) and have a continuous curvature. The stretchers (5) are formed from structural shapes.

Abstract: A panel connecting member for use with tie rods and panels for a concrete forming structure, which panels each have bolt holding structures along the edges thereof. This member is tubular and has two connecting flanges extending outwardly from one side. Slots to receive bolts are cut in the edges of these flanges. First and second aligned holes are provided in opposite sides of the tubular member for passage of a tie rod. Channel-forming, longitudinally extending projections are provided on the side of the tubular member opposite said one side. These projections are adapted to receive between them flanges provided on the edges of the panels. The preferred panel has a corrugated, aluminum core member substantially covering an interior space of the panel defined by two siderails and two end rails. Inner and outer structural sheets extend between these two sets of rails and are both connected to said core member.

Abstract: Multipurpose concrete form panels are constructed using cross stiffener members for resistance to deflection under load. Each of the cross stiffener members is formed of a base strip of metal with a pair of parallel ribs of hat section extending therefrom and joined to opposite side rails of the form panel. Rail stiffener strips are fastened to the side rails on alternate sides of the rail for added rigidity. Bores for connecting pins extend through the side rails to join the panels side by side to form a wall or, using a corner form, to form a column. Bores through the side rails are positioned between the cross stiffener members and between the ribs in each pair of ribs for joining the side rails together with continuity of the cross stiffener members for maximum dispersal of stress. Holes for wall ties extend through the face of the form panel and between the ribs in each pair of ribs. Fasteners for the ends of the wall ties engage the pairs of ribs to disperse localized stress.

Abstract: A waler bracket for use with a concrete wall form. The waler bracket includes a main frame portion attached to a stud projecting from the wall portion and a captive wedge portion for forcing the waler into firm contact with the face of the panel.

Abstract: The invention relates to a factory prefabrication method for hollow panels for the on-site erection of insulated constructions.This method employs a three-dimensional framework 1 composed of thrust bars arranged in two parallel planes and of link bars linking the former. The method consists in placing said framework in a mold 13 containing a pulverulent material 16 wherein the framework is embedded by part of its thickness, in molding an insulating synthetic material 4 in the empty part of the mold so as to embed the visible parts of the framework 1, in placing above the mold a form sheet 2 so that the insulating material shall make contact with it and adhere to it during hardening, and after this hardening, in extracting the pulverulent material and in ejecting the obtained panel. The panel so manufactured can be provided after ejection with a second form sheet opposite the first.

Abstract: Prefabricated modular wallform units are formed with panels designed to mate against one another and to define an aperture through which a tie rod can pass. End rails at the mating edges of the panels have webs, interior end flanges to fit against a sheet of sheathing material (e.g., plywood), and exterior end flanges to be supported against strongback walers. Elongated kerfs are formed in mating edges of the interior and exterior end flanges. These mate to define a universal through-passage suitable for any of a variety of types of tie rod. A median flange extends along the length of the mating side of the web on a line intermediate the end flanges. The median flanges are narrower than the respective end flanges and serve as distance fingers for locating the tie rods. Universal holes are also provided in the webs adjacent the median flanges and on the sides away from the interior end flanges. A T-bolt can be inserted through the universal holes of two mating end rails to join two mating panels together.

Abstract: A form for supporting from below a layer of concrete during pouring and hardening has several square or rectangular panels having neighboring marginal portions with downwardly extending reinforcing skirts which are separably connected to each other by bolts. The panels rest on props which must be removed prior to separation of the panels from each other. In order to dismantle the form in the space below the hardened concrete layer, the props for one of the panels are removed and a dismantling device is separably coupled to a panel which is adjacent to the one panel. The dismantling device has a socket below the skirt of the one panel and the one panel is thereupon detached from the panel which carries the dismantling device so that the skirt of the one panel descends into the socket. The one panel is then pivoted with reference to the socketed part of the dismantling device so that its upper side moves away from the underside of the concrete layer.