Abstract: The invention relates to a holder (1) for a guide shoe (14) of a climbing system for concrete formwork having a hold-down (2) which can be fastened to a floor, and a slide part (3), which is movably guided in the hold-down (2), such as in the form of a support arm. According to the invention, the holder (1) is designed having a self-locking drive, such as a screw drive (10) for moving the slide part (3), which secures the slide part (3) against unintentional movement.

Abstract: A spring suspension clip configured to suspend a threaded rod member comprises a helical body with an upper end and a lower end, and a clipping section defined as the helical body. Then the clipping section is configured to conform to a threaded section of the threaded rod member to flexibly suspend the by two outward extensions into a space which is drilled and positioned within a section of rock which is to be grouted.

Abstract: The invention relates to a facade construction comprising first thermal barrier elements which are arranged on a supporting framework, in particular of an outer wall of a building, second thermal barrier elements which are arranged on the first thermal barrier elements and a retaining device which is arranged on the supporting framework and holds the first and second thermal barrier elements on the supporting framework. The facade device further comprises an intermediate layer in the form of a multiplicity of mounting plates, which intermediate layer is attached to and supported by the retaining device, wherein the second thermal barrier elements are arranged on the intermediate layer.

Abstract: A waler bracket for use with a concrete wall form includes a main frame portion connecting arm attached to a framing wall stud projecting from the wall form, a spring including a first and second end, a handle attached the connecting arm and to a cam-lock. The handle moves between non clamping and clamping configurations thereof, and rotates the cam-lock, which in turn engages the spring such that the first and second ends act in torsion, such that the first end engages the second end in compression, which in turn causes an abutment against a waler.

Abstract: The present invention describes a connector (1) with conical or semi-conical section, with snap-type bayonet coupling mechanism that allows an easy fixation and remotion of a building structure. These connectors can present variable geometry and length. A building structure comprising a plurality of such connectors (1) as well as a process of construction of said building structure is also described here.

Abstract: A modular tie member which promotes flexibility in manufacturing ICF blocks of varying widths and heights, one embodiment including a pair of side wall bracket members each encapsulated within a respective panel member forming an ICF block and a web member pivotally attached to and extending between the side wall bracket members. Each bracket member may include an extension portion and/or another interlocking mechanism associated with each opposite end thereof positioned for overlapping and engaging similar members associated with similarly constructed tie members when one tie member is stackably arranged one on top of another tie member. The extension portions and/or the other interlocking mechanism extend into respective teeth associated with the horizontally opposed edges of the panel members for mating with the extension portions and/or the other interlocking mechanism of another tie member associated with a similarly constructed ICF block positioned in vertical arrangement thereto.

Abstract: Embodiments of an adjustable and reusable brace, kicker and tie apparatus are disclosed herein. Various embodiments include a bracing arrangement for bracing an inner and an outer form for forming a concrete structure. In various embodiments, the bracing arrangement may include interior and exterior vertical bracing members and a horizontal tie member removably and/or adjustably couple the vertical brace members at respective top or bottom ends of the vertical brace members. In various embodiments, a pair of bracing arrangements may share an exterior vertical brace member, which may be angled, for providing support at a corner of a form. In various embodiments, various bracing arrangement may be employed to form a bracing cage. The bracing arrangements may be constituted with material or materials designed for reusability.

Abstract: The present disclosure relates to an insulating formwork block, including an inner wall, and an outer wall connected to the inner wall by connection and/or reinforcement means, the outer wall being thicker than the inner wall. The insulating formwork block is characterized in that the outer wall consists of the first element attached to the inner wall, and a second element made of an insulating material applied to the first element, and in that the second element is provided in the form of a slide which is applied to the first element by a slider and which is L-shaped. The invention can be specifically used in the field of manufacturing insulating formwork blocks.

Abstract: A formwork anchor for tight connection of formwork elements comprises a first anchoring portion which can be anchored on a first formwork element, an at least sectionally conical portion, and a second anchoring portion. The at least sectionally conical portion is provided between the first anchoring portion and the second anchoring portion, and an anchoring element provided to be positioned at the second anchoring portion in a certain anchoring position. The anchoring element can be displaced freely in relation to the second anchoring portion in the longitudinal direction thereof and can be fixed by means of engaging means in relation to the second anchoring portion in the longitudinal direction thereof.

Abstract: A mine seal comprising two spaced apart walls, at least one electrically non-conductive tie extending between the walls and holding them in place against forces tending to separate the walls, and a filler material filling the space between the walls. A form for making such a mine seal is also disclosed.

Abstract: A formwork tie rod (1) which is provided with a thread on the end portions (2, 3) has a conical plastic sheath (4) between the threaded portions (2, 3) for removal from the hardened concrete. For form-fitting connection to the plastic sheath (4) the tie rod (1) is provided with projections between the threaded portions (2, 3).

Abstract: A molding arrangement for creating a recess when casting a building part for connecting the tensile reinforcement element to the building part, with the molding arrangement including at least one molding element (2) to form the recess (5) as well as at least one anchoring element (3) for the creation of a form-fitting connection between the building part and a filler material to be introduced into the recess. Additionally the invention provides a building element for thermal insulation between two building parts having the molding arrangement. And finally a method is disclosed to connect a reinforcement element to a building part.

Abstract: Embodiments of an adjustable and reusable brace, kicker and tie apparatus are disclosed herein. Various embodiments include a bracing arrangement for bracing an inner and an outer form for forming a concrete structure. In various embodiments, the bracing arrangement may include interior and exterior vertical bracing members and a horizontal tie member removably and/or adjustably couple the vertical brace members at respective top or bottom ends of the vertical brace members. In various embodiments, a pair of bracing arrangements may share an exterior vertical brace member, which may be angled, for providing support at a corner of a form. In various embodiments, various bracing arrangement may be employed to form a bracing cage. The bracing arrangements may be constituted with material or materials designed for reusability.

Abstract: A brace used for retaining concrete forms contains a pair of elongate members pivotally coupled for selective adjustment by actuation of a turnbuckle assembly. This adjustment is used to place the concrete forms in a disposition that is perpendicular to horizontal no matter what may be the pitch of the ground or other flooring material upon which the brace resides.

Abstract: A pin assembly (20) having a substantially automatic locking and stowing mechanism, including a latch (90), a biasing member (70), and an engagement pin (30). The engagement pin includes a hollow-tipped forward end, allowing a hardened core pin insert to be introduced. The latch is operably connected to the pin assembly such that raising the latch compresses, creating an extension force, and tensions, creating a rotational force, the biasing member, and applying a force to the rearward end of the pin assembly causes the extension force to drive the engagement pin forward through aligned openings of the adjacent panels and the rotational force drops the latch securing the two panels in place.

Abstract: A formwork tie rod (1) which is provided with a thread on the end portions (2, 3) has a conical plastic sheath (4) between the threaded portions (2, 3) for removal from the hardened concrete. For form-fitting connection to the plastic sheath (4) the tie rod (1) is provided with projections between the threaded portions (2, 3).

Abstract: Embodiments of an adjustable and reusable brace and kicker apparatus are disclosed herein. Various embodiments may include a brace holder and an adjustable kicker. The brace holder may be configured to removably and/or adjustably receive and hold a brace in support of a form for forming a concrete structure. The brace holder may include complementary secure features configured to removably secure the brace holder, and holding features that provide a number of holding positions for selectively holding the brace in one of the holding positions. The kicker may be removably and/or adjustably mated to support the brace with at least three degrees of freedom, including a first angular degree of freedom, a second linear degree of freedom, and a third degree of mating freedom.

Abstract: The present invention relates to a cast-in channel having a channel body which forms a receiving space for receiving a connecting element used to fixedly attach a fastening element to the cast-in channel, the channel body further being provided with rim holes and with anchoring members which can be fixedly attached to the channel body by mounting them in the rim holes. The free ends of the rim holes point toward the receiving space.

Abstract: A system for forming a concrete trench which includes an anchor device and/or method to retain a concrete form at a specific height above the ground in order to facilitate the forming of the trench. A portion of the anchor device is retained in the ground and the anchor device includes an attachment portion, ground engaging portion, and a body portion.

Abstract: A formwork assembly for casting a concrete structure. The formwork assembly comprises a support member which may support a conventional armature grid if any, and further comprises 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, each one of the panels having at least one first dovetail joint means about its peripheral edging. Each formwork wall also comprises a panel connector having at least two second dovetail joint means, each second dovetail joint means being complementary to the first dovetail joint means of a corresponding panel; wherein each second dovetail joint means of the connector is interlocked with the first dovetail joint means of a corresponding panel to form a dovetail joint therewith, in order for the connector to hold the panels in an edgewisely juxtaposed fashion to form a continuous formwork wall.

Abstract: A stop element system for concrete formworks, includes at least two step elements (10a, 10b) each having a base (11) for being placed on a constructional component, a through-opening (12) defining an attachment axis (A) and provided with an abutment (14) for a fastening element, and a stop surface (15) for a formwork wall, and at least one elongate spacer (20, 20a, 20b) for connecting the at least two stop elements (10a, 10b) at a predetermined distance from each other.

Abstract: A primary pin apparatus having an adjustable one-step connection and disconnection mechanism, a supplemental pin apparatus for supplementing the primary pin apparatus and engaging ties, and an improved tie having a non-circular engagement hole. The primary and supplemental pin apparatuses each include an engagement pin including one or more locking fingers which selectively protrude angularly outward from a longitudinal axis of the engagement pin, wherein the locking fingers are selectively extendable and retractable in order to, respectively, connect and disconnect adjacent forming panels of a formwork. The tie includes a body which is elongated along a longitudinal axis and has an end presenting an engagement hole for receiving a pin, wherein the engagement hole having a greater dimension along the longitudinal axis and a lesser dimension along an axis which is perpendicular to the longitudinal axis.

Abstract: An improved tie rod for use in concrete construction is provided. The tie rod has opposing ends, referred to as ears that may be used as wedges in a subsequent concrete construction operation. In a first wall form system, the ears of the tie rod are broken off when the forms are stripped from the cured concrete structure. The ears of the tie rod have tapered shapes enabling them to be used as wedges in a second or subsequent wall form system. The wedges are used with pins that secure abutting edges of adjacent wall form panels.

Abstract: A landscape edging form assembly for forming a concrete edging in place, includes first and second sidewalls and a series of flexible connectors extending between and interconnecting the sidewalls. The flexible connectors are spaced apart from each other in the direction of the length of the landscape edging form and enable the landscape edging form to be extended from a non-erected width where the flexible connectors are in a slack condition to an erected width where the flexible connectors are in a taut condition. Preferably, the sidewalls and the interconnecting flexible connectors of the landscape edging form assembly are a prefabricated component of the assembly. Another form assembly includes bendable sidewalls, spacers, and positioning brackets and is used to form a sinuous concrete landscape edging in place.

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: A frame unit (11) used in the construction of a formwork module. The frame unit (11) is formed by connecting together rectangular loops of wire (12, 13) to form a rectangular block shape. Panels (60) and reinforcement (16) are connected to the frame to make a formwork module, with the reinforcement (16) extending beyond the sides of both the frame unit (11) and the panels (60). When a number of modules are connected together to form formwork for the desired building structure, the reinforcement (16) overlaps to form a continuous line of reinforcement from one module to the next.

Abstract: An elongate form tie extender aids insertion of form ties in form panel structures for thinner concrete walls. The extender passes through form tie holes and has fastening structure at one end to interconnect a form tie. For use a first form panel is established in forming position and form ties are fastened therein extending toward a second panel established in a temporary position spaced to allow a workman to move between the panels. Form tie extenders are interconnected on form ties in the first panel with one end in paired cooperating form tie holes in the second panel. The second panel is moved to forming position adjacent the first panel with form ties extending between the panels. The form tie extenders are removed and the form ties fastened on the second panel.

Abstract: An elongate form tie extender aids insertion of form ties in form panel structures for thinner concrete walls. The extender passes through form tie holes and has fastening structure at one end to interconnect a form tie. For use a first form panel is established in forming position and form ties are fastened therein extending toward a second panel established in a temporary position spaced to allow a workman to move between the panels. Form tie extenders are interconnected on form ties in the first panel with one end in paired cooperating form tie holes in the second panel. The second panel is moved to forming position adjacent the first panel with form ties extending between the panels. The form tie extenders are removed and the form ties fastened on the second panel.

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: A support for holding a fluid-impervious barrier and/or keyway form in position during the pouring of concrete is provided. The support carries the barrier and a pair of spaced legs for attachment to a corresponding pair of stable mounting points, such as reinforcement members, bars or the like. The support is positioned such that the barrier is at least partially covered by concrete during the pouring of a first member, such as a slab or footing, and then the remainder is covered when a second concrete member, such as a wall, is poured atop the first member. By placing a plurality of spaced supports at selected intervals, an elongated barrier may be reliably held in place during pouring. One or more forms may also be carried by the support during the pouring of the first concrete member for defining a keyway, either alone or in conjunction with the fluid-impervious barrier. Most preferably, each keyway form is held in place by a separate wing carried on each support.

Abstract: A system is disclosed for securing insulation panels to the surface of a poured concrete wall by securing caps to the protruding ends of the ties extending through the wall.

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 tie includes an elongated strap with an end plate pivotally connected at each end of the strap, permitting the end plate to be pivoted from a position generally orthogonal to the strap, to a position generally parallel to the strap. Once an end plate is pivoted to a position parallel to the strap, the end plate can be pushed through a polystyrene form panel to project therefrom. The end plate is then pivoted to the position orthogonal to the strap, and pulled into engagement with the outward face of the form panel. The second end plate on the tie is pivoted, pushed through a second form panel, pivoted to the orthogonal position, and thence the second form panel is pulled outwardly into contact with the second end plate. In this way, the tie will interconnect a pair of parallel form panels in spaced apart position, to receive poured concrete therebetween.

Abstract: A tie strap for concrete wall form assemblies, adapted to secure individual wall forms together, and to secure horizontal reinforcing members against both horizontal and vertical displacement. Upwardly opening notches accept and position the reinforcing members. The notches are sized and shaped to permit inversion of alternate ties along the form structure, to restrain reinforcement movement downwardly, upwardly and laterally. According to another version of the invention, rods are used instead of straps, bent to form saddles, instead of notches, receiving the reinforcing members.

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: 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 flat plate is used to cover a mounting hole in a masonry wall face and is held in place by a set of wire hooks. The hooks are able to slide into holes in the plate and catch onto the interior surface of the wall in order to hold a clearance hole in the plate concentrically with respect to the mounting hole. An anchor bolt is supported at the center of the mounting hole by the clearance hole in the plate while grout is poured into the masonry blocks thereby assuring that the bolt is positioned properly in accordance with building code.

Abstract: A two-piece corner tie includes first and second tie halves which are removably connected together. The first tie half includes forward and rearward form panel retainers for holding form panels in upright spaced apart parallel relationship. The second tie half is preferably identical to the first tie half, and retains a second pair of form panels in upright spaced apart parallel relationship. The tie halves are connected by a pair of pins journaled through co-axial sleeves, to retain a first pair of form panels at a predetermined angle relative to a second pair of form panels, to thereby form a corner.

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 modular form assembly includes a plurality of vertical channel pieces coupled detachably side by side to one another. Each of the channel pieces includes two opposing vertical side walls and an intermediate vertical form wall which interconnects the side walls. The side walls of each of the channel pieces abut against and are attached detachably to the side walls of adjacent two of the channel pieces such that the form walls are arranged in a side-to-side contiguity in order to place the form walls in a common vertical plane. Each of the form walls is formed with at least one through-hole therethrough. Each of a plurality of cover plates is mounted removably on one of the form walls to cover a respective one of the through-holes. At least one of the cover plates is formed with at least one positioning hole therethrough.

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 form for making a concrete fence post supported by the ground is disclosed. The form has two elongated halves which are hinged together and clamped along one edge. The form is supported over a post hole and concrete is poured into the form. Reinforcing bars or mesh is inserted in the wet concrete and the concrete is permitted to set. The form is then opened and removed resulting in a reinforced concrete fence post. The process of using the form is also disclosed.

Abstract: A tool for guiding a rod through a tie loop that is extending through a slot in a concrete form. The tool includes a rod guiding member defining an elongated channel extending longitudinally between front and back ends of the rod guiding member. The front end of the rod guiding member is preferably tapered to form a tab member for inserting through the tie loop. The tool also preferably includes a handle connected to the rod guiding member for grasping the tool. When the rod is driven longitudinally through the channel of the rod guiding member while the tab member is inserted through the tie loop, the rod guiding member pivots causing the tab member to pull the tie loop completely through the slot in the concrete form thereby allowing the rod to be guided through the tie loop.

Abstract: A retainer clip for use with concrete form tie for retention of reinforcing rods has a one-piece body which includes a header, and first and second clips extending angularly therefrom, spaced apart in a first direction, and defining therebetween a generally u-shaped opening sized to slidably receive a reinforcing rod of generally circular cross section. Each of the clips include first and second prongs spaced apart in directions lateral to the first direction, and at least two prongs of the clips further define therebetween a narrow generally rectangular passage which intersects at least a portion of the u-shaped opening, and is sized to receive at least a notched form tie of generally narrow rectangular cross section. The retainer clip secures the reinforcing rod in position substantially against the form tie in a notch to inhibit both relative motion in the first direction and substantial separation therebetween.

Abstract: A tie for concrete wall form assemblies, adapted to secure individual wall forms together, and to secure horizontal reinforcing members against both horizontal and vertical displacement. Upwardly opening notches accept and position the reinforcing members. The notches are sized and shaped to permit inversion of alternate ties along the form structure, to restrain reinforcement movement downwardly, upwardly and laterally.

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: This invention pertains to a novel component for constructing concrete forms. More particularly, this invention pertains to a concrete form system component comprising interlocking novel channel form beams and T-bolt connections.

Abstract: A poured concrete wall construction. In forming the wall construction, a back panel is mounted on a foundation and a plurality of generally rectangular thin-walled blocks formed of crushed stone bonded with a thermosetting resin are stacked to form a wall that is spaced from the back panel with a cavity being defined between the stack and the back panel. A tubular frame is positioned outwardly of the stack, and a plurality of connecting members connect the back panel and the frame and extend through mating notches in the edges of adjacent the blocks. Clamps are connected to the outer ends of the connecting members to connect the connecting members to the frame. Concrete is subsequently poured into the cavity between the backing panel and the block stock to form the wall construction with the stack of blocks forming an outer decorative face for the wall.