Abstract: A through-insulation connector assembly for use in the construction of insulated concrete sandwich wall. The connector assembly includes a spool-shaped connector body comprised of two, interconnecting pieces and a tie that engages the connector body. The two pieces of the connector body are installed at the place of manufacture in a sheet of foam insulation board that will be used as the insulation layer in the construction of an insulated concrete sandwich wall.

Abstract: An improved method of forming an insulated poured concrete wall, a system for forming an insulated poured concrete wall, and an insulated poured concrete wall are provided. The system includes spaced-apart wall forms defining a cavity, a plurality of insulating panels adjacent at least one of the opposing wall surfaces, and a plurality of the elongate retaining strips between adjacent insulating panels, wherein each of the elongate retaining strips includes a portion that projects into the cavity and/or each of the elongate retaining strips has at least one notch through which a wall tie passes. The system allows building materials such as drywall, siding, paneling, and the like, as well as heavier objects, such as cabinets to be more stably and durably secured to an insulated poured concrete wall, and facilitates construction of an insulated concrete wall using fewer components and less labor.

Abstract: A system for reinforced concrete construction, which relates the bar mat with the molding panels so as to obtain a rigid assembly capable of resisting the pressure of the placed concrete. The system integrates concrete's reinforcement and formwork, thereby making a rigid reinforcement web permitting direct attachment of the molding panels on it, holding them from the inside and avoiding the heavy external structure commonly used to stiffen the forms. This rigid assembly may be obtained by welded joints in the reinforcement web, and, or, using specially designed bar support devices such as tie and spacer units, intended to set in place both reinforcement and sheathing. Thus, the embodiment of the proposed system requires a method of assembly, which considers a combination of standard and invented elements. The latter are reinforcement welded mats and joists, and elements as ties, spacers, washer plates and sleeves for interlocking the bar mat and the molding panels together.

Abstract: A method and apparatus for forming a concrete foundation wall. A trench is opened in the ground and a form is inserted into the trench. The form is made up of a pair of spaced-apart opposing panels, which define a cavity. The panels may be made of a thermal insulating material, which may be extruded foam insulation or, more particularly, extruded polystyrene. The panels may be supported through a combination of J-channels, spreader brackets, connecting members, and a support member. The method further includes backfilling the trench around the form with dirt and pouring concrete into the cavity. The dirt provides support for the form as the concrete is poured.

Abstract: An insulating construction form consisting of a pair of spaced apart panels and a plurality of ties is applied to the building of structural walls. The tie members include pairs of resilient retainer arms, which define a series of adjacent receptacles. A reinforcing bar is typically inserted into the receptacles and its displacement therefrom is inhibited by abutment surfaces. Markings are positioned on each panel to guide the attachment of a cladding. In one aspect, the construction form serves for the formation of a corner, wherein a vertical rod is positioned for the attachment of the cladding. In another aspect, the panels includ a plurality of openings made at the time of manufacture.

Abstract: An apparatus for receiving one end of a utility conduit sleeve within a concrete form. The apparatus has a tubular body with an interior surface intersecting first and second ends. The tubular body receives one end of the sleeve through one end and has a flexible flange at its opposite end. The flexible flange is secured against an inside surface of the form. A breakable, thin cover extends over the opposite end of the tubular body to prevent material from entering the tubular body.

Abstract: A connector for tying together opposed foam panels in spaced and parallel relationship to make a form for receiving flowable material is disclosed. The connector comprises a pair of anchor members, one being devised to be embedded in one of the foam panels and the other being devised to be embedded in the other one of the foam panels. Each of these anchor members has a projecting end devised to come out of the foam panel once the anchor member is embedded therein. The connector further comprises a web member extending between the foam panels. The web member has opposite longitudinal side ends, each of the side ends being hingedly connectable to the projecting end of either one of the anchor members. Thanks to such a connector, the tied foam panels of the form wall assembly are movable between an extended position where the foam panels are spaced-apart to make the form and a collapsed position where the foam panels are brought close to each other for transportation purposes.

Abstract: A system is disclosed for securing a layer of insulation in place between two spaced apart wall forms while concrete is poured on both sides of the insulation layer.

Abstract: Structures for securing foam panels in position with respect to each other in order to form a mold for the pouring of concrete, such as in the case of the pouring of a building foundation or building wall are disclosed. A first type of member which has pairs of facing flanges for engaging facing walls at opposite ends on the member. This first type of member comprises an upper and a lower section. The upper and the lower section are connected to each other by at least one frangible bridge, which may be broken to accommodate the need for a shorter member at the top and bottom of the mold. A corner brace, having two pairs of facing flange members located in its upper section, and two pairs of facing flange members located in its lower section, is adapted to engage the four panel corners which meet at the corner of the poured cement mold where the top of one row of panels meets the bottom of the next row of panels.

Abstract: A device for interlocking form panels. It contemplates an elongated member having first and second sections that are substantially planar and have first and second ends and first and second sides. First and second flange members are attached to the ends and diverge from the elongated member. These flange members are also substantially planar, parallel to each other and protrude perpendicularly out of the plane of the elongated member an equal distance from the first and second sides of the elongated member. A first pair of guide rib members is attached to the elongated member at a point near the first end of the elongated member, is in a parallel planar relationship with the first diverging flange member, and protrudes perpendicularly from the first side of the elongated member. This first pair of guide rib members is attached at a point from the first diverging flange member so as to define a distance that is substantially equal to the thickness of a form panel.

Abstract: A prefabricated wall forming structure for constructing reinforced concrete walls employs insulating foam plastic panels that are interlocked into two parallel concrete impervious walls by connectors having two I beam channels that are spaced apart by tie elements having an arcuate cross section. The tie elements support reinforcing bars. The I beams may have striated outer faces to hold stucco and plaster. The web of at least one of the I beams may have an elongate channel or raceway for wires and pipes. Connectors may be applied vertically and horizontally to seal all edges of the panels and resist the hydraulic forces of the poured concrete. The connectors and panels remain in place after concrete is poured to create an insulated concrete wall. A method of extruding the connectors uses an intermittently opening and moving die passage to create the tie elements and the I beams in one continuous process.

Abstract: A spacer for use in maintaining inner and outer concrete form walls at a specified uniform spacing. The spacer includes a screw shaft having a right hand threaded portion and a left hand threaded portion; a first nut threadably mounted on the left hand threaded portion; a second nut threadably mounted on the right hand threaded portion; a first spacer plate secured to and extending downwardly from the first nut; a second spacer plate secured to and extending downwardly from the second nut; and a stabilizer and stiffener assembly including a male guide structure secured to the first nut and including a rod extending generally parallel to the screw shaft and a female guide structure secured to the second nut and defining a socket telescopically receiving the free end of the rod.

Abstract: The present invention relates to a ready-mixed concrete placing method wherein at least two holding members H comprising formwork fixing blocks 10 and threaded rods 11 screwed into tapped holes 10a in the formwork fixing blocks are arranged at a predetermined interval; a formwork unit configured by mounting formworks 12 on the formwork fixing blocks are placed on a foundation member 13; the threaded rods are subsequently rotated so that the formwork fixing blocks with the formworks mounted thereon are moved along the threaded rods in the vertical direction, thereby leveling the formworks; and then ready-mixed concrete is filled in a space provided between the opposed formworks up to their upper-end surfaces. The present invention improves the concrete leveling accuracy and enables even those who are not highly skilled to construct a concrete foundation with a sufficient leveling accuracy.

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: Connectors used in manufacturing composite wall structures to substantially prevent forms from being displaced in response to pressure generated by concrete poured between the forms. In a completed composite wall structure, the connectors extend through two structural layers and an insulating layer positioned therebetween. The composite wall structures are formed by positioning the insulating layer between and in a spaced-apart relationship to the two forms. The connectors are subsequently inserted through the insulating layer and the forms. As concrete is then poured into spaces between the forms and the insulating layer, a bearing surface on a form retention segment, which extends beyond the outer surface of the forms, abuts the forms and prevents them from moving away from the insulating layer. The bearing surface is either directly positioned on the form retention segment or on a form locking device attached to the form retention segment.

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

Abstract: Apparatus for providing an insulated, poured concrete wall which will result, when the concrete is poured, in a wall having internal and external insulation, drywall or other surface preparation connecting areas which are continuous of and extending the entire or selected lengths of the wall and apparatus for the provision of windows into the wall. The apparatus includes a pair of U-shaped lower members attachable to foundation footings to establish the sides of the wall and receive insulating or other material panels, a plurality of H-shaped intermediate members to receive insulating or other material panels which form the pouring area, a pair of U-shaped top members capping the uppermost tier of insulating or other material panels which members may also be utilized to form window openings, a plurality of tie bars frictionally attachable to the H members which provide cross connectors betwen tiers of the panel sections and U-shaped, corner members for both the bottom and top of the wall.

Abstract: A wall forming system and method having a parallel form panels secured together by an adjustable support structure to form a cavity therebetween. The cavity being filled with hardenable material. The support structure having an elongated threaded member with a adjustable frame mounted upon the threaded member along either side of the parallel form panels. Mounts are placed upon the threaded member and rotated to hold the frame in position against the form panels. Rotation of the mounts can serve to impart a curvature to the forming system.

Abstract: A modular forming unit for forming concrete foundation walls having a footing of rectangular cross-section includes a pair of spaced apart form members that are connected by a plurality of stabilizing spacers. The stabilizing spacers permit each complete wall forming unit to be prefabricated to precise dimensions off-site and then transported to the job site. Each pre-fabricated wall form section can then be put in place as a single unit, so that no on ground or below ground assembly is required.

Abstract: A double tie includes a pair of upper and lower straps connected in parallel relationship by a pair of vertical plates attached to the outward ends of the straps. The plates are oriented orthogonally relative to the straps to form a general "T" shape. A pair of stop straps are mounted on the plates intermediate the upper and lower straps, and projecting towards one another. The stop straps have orthogonal heads spaced inwardly from the plates a distance to retain a form panel between the head and plate. Each upper and lower strap has a hinge formed at each end, the hinges at each end of the upper and lower straps being coaxial and parallel to the plates, such that the upper and lower straps may be pivoted from a position generally orthogonal to the plates, to a position generally parallel to the plates.

Abstract: A form tie for interlocking parallel and spaced foam panels. The tie is formed of an elongate planar strap having a lattice arrangement of openings for flow of concrete. Each of the opposite ends of the strap have an end plate and an inside plate spaced to bracket a corner of a foam form panel with each of the plates extending in a perpendicular or "Y" axis direction to the longitudinal or "X" axis of the strap. Each of the end portions forming the bracket also has vane shelves extending between the end and inside plates in a "Z" axis direction to the strap for support of the foam form panel corner. "U" shaped holders in the edges of the strap and overcenter tabs in the openings provide retainers to hold reinforcement bars, commonly termed rebar. The strap is preferably formed of a heavy gauge polypropylene.

Abstract: A system for forming architectural concrete walls comprises a plurality of modular form units (32), each form unit comprising a generally rectangular support frame, a backing sheet (34, 36) and an overlying facing sheet (56; 58), each facing sheet having a facing surface defined by a plastic material, an elastic seal (68) along an edge of the form unit for positioning between adjacent form units for preventing water leakage, a minimal number of tie holes (26) extending through each form unit, a seal tube (74) assembly for positioning between the tie holes, and a tie rod (80) for each tie hole. An architectural concrete wall having minimal tie holes and surface cavities and a highly polished marble-like surface is formed of a concrete mix including diatomaceous earth to impart a grey marble color and appearance.

Abstract: A new snap tie for the purpose of keeping snap ties in place during the forming process. The inventive device includes a snap tie which includes an elongated member with a conical shaped spacer fitted at about the center of the elongated member and a pair of wires embedded in the conical shaped spacer on opposite sides of the elongated member.

Abstract: A modular assembly for creating formwork for casting vertical concrete structures is characterized by elongated elements having a generally concave interior surface 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. The connecting members comprise an elongated wall with a central portion between two outer portions. The elements have two extensions which extend laterally along the plane of the middle side of the elements. By engaging a connecting member to an element, the outer side of the element, the extension of the element and the outer portion of the connecting member form a triangular space providing structural rigidity to the formwork.

Abstract: A concrete form system in which a plurality of foam panels are interlocked transversely, horizontally and vertically by a plurality of connectors. The panels have opposed upper and lower ends, with a plurality of coplanar passages extending into the upper ends at regularly spaced intervals. An equal plurality of coplanar passages extend into the panels' lower ends at the same regularly spaced intervals to vertically align each upper end passage with a corresponding lower end passage. Each connector has a first bar which interconnects transversely opposed first and second parallel, vertically extending planar segments; and, a second bar interconnecting identical transversely opposed third and fourth parallel, vertically extending planar segments. A latticework interconnects the two bars in spaced parallel relationship and maintains separate coplanar alignment of (i) the first and third planar segments, (ii) the second and fourth planar segments, and (iii) the two bars.

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 corner joint tie includes first and second forward plates connected along a common vertical edge and oriented at an angle of less than 180.degree. with respect to one another. A pair of first and second rearward plates are connected together at the same angle as the forward plates, and spaced rearwardly from the respective first and second forward plates by first and second straps. A rib is affixed along the length of each rearward plate to strengthen the rearward plates against flexion along their lengths. The inner and outer plates, associated straps, and associated ribs form an inner tie portion for retaining a pair of form panels at a corner. An outer tie portion is connected to the inner tie portion so as to retain a second pair of form panels parallel to the first pair of form panels at a corner.

Abstract: A prefabricated wall forming structure for constructing reinforced concrete walls employs insulating foam plastic panels that are interlocked into two parallel concrete impervious walls by I beam channels that are spaced apart by tie elements. The tie elements can support horizontal or vertical reinforcing bars and prevent the foam walls from spreading apart under the hydraulic force of the poured concrete. The I beams snugly engage the edges of the foam panels to provide a concrete imprevious seal and align the panels vertically and horizontally. A corner connector performs a similar function.

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 wedged preformed single strand tiewire assembling of plyform panels to I-beam stakes securing construction forms laterally, vertically and horizontally which are assembled aligned, plumb and level; the forms are comprised of flat, tapered steel wedges, tiewire with open-looped ends for receiving wedges at each end, I-beam steel stakes of varying lengths, and plyform-faced panels whereby the stakes and panels have holes through which the looped ends of tiewire are placed, and the stakes and panels are wedged together into an erect, assembled form preparatory to forming walls over foundation footings.

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 sleeve assembly for forming a lined opening in molded structures made from concrete or the like. The sleeve provides the lining. During formation of the structure, the sleeve is held in place by a pair of generally hemispherical end cups having tapering and/or curving surfaces for supporting sleeves of a variety of sizes. The end cups are preferably held in place by a retainer which passes through the sleeve and is connected to the end cups by loose fitting clips which are mounted in the end cups. The sleeve assembly is adapted to be secured between a pair of generally parallel panels between which a molded structure such as a wall is formed.

Abstract: An improved moldboard fastener includes mainly one ore more inner pull rod, two shower heads, two outer pull rods, two washers and two nuts. The shower head is made integrally of a concrete material having a great strength and is composed of a rod body having inner threads. The rod body, which is enclosed in the shower head, extends outwards for an appropriate length and comprises a flange extending in a direction opposite to an end of the shower head in such a manner that the flange is aligned with the end of the shower head. The inner pull rod is located between and fastened to the two shower heads while the two outer pull rods are fastened respectively to another ends of the two shower heads. The inner pull rod, two shower heads and two outer pull rods are held securely in place by means of the two washers and the two nuts. Upon the completion of the pouring operation of the concrete into the space defined by the moldboards, the inner pull rod and the shower heads are left in the concrete wall so built.

Abstract: A clamping device for clamping mold boards together includes a base, a bracket extended upward from the base, a space and a chamber formed in the bracket, a lever pivotally coupled between the wall members and having a number of teeth formed on the lower end. A cover is engaged on the bracket for covering the bracket and includes a slit formed in the upper surface for engagement with the lever.

Abstract: A clamping and fixing arrangement which functions to fixate the various elements of formwork or shuttering, preferably intended for moulding concrete. The arrangement is mainly characterized by an eccentric locking device which is provided with an expandable eccentric part and which has a predetermined axial extension in an expanded state and an axial extension which is smaller than the predetermined axial extension in a non-expanded state. The arrangement includes a form tie and related formwork or shuttering.

Abstract: The wall tie comprises a length of wire and includes a plurality of flattened areas thereon defined between end shoulders for each. A locking arm on concrete forms engaged about the tie engages over an outer half of a chosen flattened portion, and engages adjacent forms together. To keep the form from encroaching into the portion of the flattened area to be engaged by the locking arm, the outer half of each flattened area incorporates a stop member which, when abutted against an outwardly directed surface of the form, eliminates the need for repositioning of the form to allow for appropriate engagement of the locking arm thereover.

Abstract: An apparatus for interconnecting a pair of spaced-apart form panels includes a tie having opposing ends inserted through apertures in the panels, and retainer plates on each end to lock the panels in position. Each tie includes an elongated strap having an expanded lug at each end to prevent movement of the panel inwardly past the lug. A loop member is mounted on each lug which projects outwardly through the panel and which will receive the retainer plate to lock the panel in position on each end of the strap. The retainer plate has an aperture therethrough and a finger extending downwardly into the aperture. The retainer plate finger is journaled through the loop of the strap to lock the retainer plate onto the strap end to hold the form panel in position.

Abstract: Formwork structure for erecting continuous surfaces on one or both sides of a casting cavity. A formwork member with a plurality of openings defines the surface of the casting cavity. Form stays (32) extend through the openings in the formwork member surface into the casting cavity. Formwork stiffening members are located adjacent to the formwork member surface outside the casting cavity. The formwork members are arranged to define longitudinal and transversal mutually crossing channels with openings for receiving the form stays. The formwork members define the walls and base of the channels, which open outwardly away from the casting cavity. Side plates are connected to the formwork members at the edge of the formwork structure to create substantially rectangular structures. A rod-shaped connecting member is used to join adjacent sections of formwork structure. Arm crosses with a central opening for receiving the form stays are located in the crossing channels.

Abstract: A reinforced concrete building structure (10) and method of forming, including first forming a steel framing form (18) of cold formed channel shaped structural steel members of a thickness between 1/32 inch and 3/8 inch including vertical framing members (19,20,21,22) and horizontal connecting members (30A-30E), then connecting a backing form (74) by connectors (76) to flanges (26) on only one side of the vertical framing members (19-22), and only adjacent the lower side of the horizontal connecting members (30A-30E) spaced at least 3/4 inch from the steel framing members. Concrete is then applied pneumatically against the backing form (74) for the vertical side walls (12) with the channel shaped framing members (19-22) comprising the primary steel reinforcing and with opposed flanges (26,27) being covered outwardly by concrete at least 3/4 inch in thickness. The steel framing for a roof of a relatively large span is shown in FIGS.

Abstract: A tie for concrete forms includes an elongated strap with opposing first and second ends. The strap has an upwardly projecting intermediate portion which prevents the movement of form panels inwardly on the strap. A notch in each outer end of the strap receives a waler to hold the form panel from moving outwardly along the strap. Beveled ends allow the strap to be forced through a polystyrene panel without the need for forming an aperture in the panel to insertion of the tie. A removable end piece is also been designed for use with the tie. The end piece is a generally rectangular plate member with a slot in the middle and a pin projecting across the slot which will be received in the notch of the tie. In this fashion, the plate member is pressed against the form panel to prevent outward movement of the panel on the tie. The end piece may be removed as desired from the tie, thereby allowing reuse of the end piece in other locations.

Abstract: A tie for concrete forms includes an elongated strap with opposing first and second ends. The strap has an upwardly projecting intermediate portion which prevents the movement of form panels inwardly on one end of the strap. A notch in the first end of the strap receives a waler to hold form panel from moving outwardly along the strap. A fixed plate on the second end of the strap holds a form panel from moving outwardly along the strap. Beveled ends allow the strap to be forced through a polystyrene panel without the need for forming an aperture in the panel prior to insertion of the tie. A tubular spacer may be utilized on intermittent ties to prevent inward movement of the form panels. The spacer has a notch cut therein to allow concrete to flow within the spacer and around the tie.

Abstract: A collapsible forming system for hardenable material is provided which includes at least one form unit having a pair of wall panels adjustable between operative and inoperative modes. The wall panels, when in either mode, are interconnected by a grid assembly. When the wall panels are in an operative mode, they are disposed in an upright spaced relation, and when in an inoperative mode, the wall panels are disposed in a proximate face to face relation. The grid assembly includes a first section which is disposed intermediate the panels and spans the distance therebetween when the panels are in an operative mode. The grid assembly also includes a pair of second sections which are disposed adjacent exterior surfaces of said wall panels when the latter are in either mode.

Abstract: An concrete form system includes opposed polystryrene panels stacked to form a pair of parallel, spaced-apart walls, at least one of the walls having panels which are smooth on their inward surface. Tie slots are formed in the upper and lower edges of the panels and are spaced evenly such that slots in vertically abutting panels are aligned. The panels are horiziontally staggered to strengthen vertical joints. A single tie is utilized to interlock two vertically abutting panels in each wall. A special tie design is used with the smooth-faced panels to allow the panels to be removed after a concrete wall has been formed. Another embodiment of the tie design utilizes an enlarged outer paddle with a projecting rib which allows connection of vertical walers directly to the tie.

Abstract: The present invention relates to a device for prevention of rainwater or like from penetrating into a concrete structure around each separator left embedded therein, the device comprising a hollow cylinder of synthetic resin, the latter including a female threaded cylinder made of metal or other material embedded in the interior at one end thereof and water-swollen damming-up outer rings fixed on the outer periphery so as to serve together as terminals, a threaded cylindrical portion formed at one end of each of the terminals being engaged with a male threaded portion formed around the corresponding end of the separator, and the cylinder of synthetic resin further including a plug provided with a water-swollen damming-up inner ring fixed into the interior at the other end thereof.

Abstract: A hanger for constructing concrete curb forms and form from a continuous metal rod bent so that the hanger can be attached to a backboard and faceboard and secured to a backboard stake to position and support the faceboard.

Abstract: A spacer/tie rod to space and hold reusable sections of concrete molds is, according to the principal embodiment of this invention, constructed of two main elements and two auxiliary elements cut from the same small diameter steel rod stock. The main elements are identical, with each having an elongated central section and upturned indexing sections at each end, while the auxiliary elements are identical and straight. The latter are welded to the former at positions where the auxiliary elements are spaced apart by a distance equal to a wall thickness, and the distance between each auxiliary element and the main element indexing section nearest to said auxiliary element is equal to the thickness of the frame that stiffens a form section. The indexing sections of the main elements are tool bendable between form positioning and form holding positions.

Abstract: An arm piece is put on the tip of a spacer projecting out through an outer wall of a frame board in such a way that the arm piece is fixed perpendicularly to the frame board positioned between the spacer flange and the arm piece. The arm piece, at its back end, is provided with a bearing section projecting upward. The bearing section is provided with a support piece capable of rotating toward and away from the frame board. The support piece is provided with a supporting section to catch a long reinforcing material for the frame board. The long reinforcing material is put into the supporting section and then the support piece is rotated toward the frame board. Thus, the long reinforcing material gets held between the supporting section and the outer wall of the frame board and the load exerted in the direction from the frame board is supported by the bearing section via the support piece.

Abstract: A spreader bracket for positioning concrete forms for concrete foundations, particularly the stem wall of a housing foundation. The spreader bracket is fabricated in the fashion of a strut to elevationally support and space an inner form member from an outer form member, the strut being fastened to the outer form member and its associated stake bracing to permit the inner form member to be properly supported above a slab bed, and to be easily removed after initial set of the concrete pour with minimal damage to the slab and stem wall.

Abstract: A spacer system for concrete forms is described for composite concrete constructions walls which permits the forming materials to remain intact with the concrete poured into the forms. The forming materials then become the exterior surfaces of the mold, saving considerable time and money usually expended in finishing or molding a design into the exterior surfaces.

Abstract: A modular structure is constructed in which includes a wall formed of an inner and outer panel defining a cavity therebetween, wherein a perforated stud is disposed between the inner and outer panels, with one of the panels being secured to a first portion of the stud and the other of the panels being secured to a second portion of the stud such that the first and second portions are relatively movable but are interlocked in a fixed position within the cavity such that the inner and outer panels of the wall can be maintained in spaced apart relationship by a preselected distance. The method of construction includes placing one modular structure on top of another. Additionally, the retainers can be used for maintaining a wall in a selected position relative to a floor and ceiling.