Abstract: The various embodiments of the present invention provide a modular slab formwork with easy shuttering and de-shuttering assembly. The formwork comprises a formwork panel and a drophead. The formwork panel comprises a plurality of side connectors, a base frame, and a form-lining. The base frame comprises a corner element on each corner. The drophead is connected to each corner of the formwork panel through the corner element. The corner element forms a locking notch to lock at least two formwork panel with each other as well as with the drophead.

Abstract: A formwork system includes a height-adjustable support for supporting a beam in substantially horizontal or slightly inclined position that includes a support with a central upstanding member and a support arm. The support arm has a rounded socket, and the beam has a cylindrical mounting pin proximate its end. The socket and mounting pin are shaped and sized so that the mounting pin is retained within the socket and they together form a hinge joint. As the mounting pin is retained by the socket of the support arm, it does not shift laterally relative to the support arm as the support arm is vertically adjusted. The variance in the gap between laterally secured forming panels as a response to vertical shift of the support is dependent on the incline angle of the beam and the dimensions of the beam and the support arm. This is predictable within a defined tolerance.

Abstract: A formwork system for supporting forming panels to form a horizontal concrete surface. The system includes a height-adjustable support having a central upstanding member providing a vertical abutment surface and a support arm having an inclined portion extending up and away from said central upstanding member. The system also includes a beam having a transverse bar proximate an end. The transverse bar is supported by the inclined portion of the support arm so that said transverse bar moves laterally relative to the inclined portion as the support arm is moved vertically. The beam also has a foot extending from the end of the beam and abutting the abutment surface. The abutment surface opposes lateral movement of the beam relative to the upstanding member.

Abstract: A support device, of the drop head type, for supporting beams of formworks for floor slabs, to an apparatus comprising such device, and to a supporting beam to be associated with the device; the device comprises an upright, a supporting head coupled to the upright, and a lower shank. The supporting head in turn comprises: two plates which are arranged mirror-symmetrically and laterally adjacent to mutually opposite sides of the upright, at least two mirror-symmetrical recesses, each one obtained on a respective plate; the device is provided with resting regions, of which one resting region is for resting the end of a supporting beam against a lateral part of the upright and a pair of mirror-symmetrical resting regions on the at least two recesses.

Abstract: A support device for supporting beams of formwork for floor slabs, which comprises an upright, the end of which can be fixed to a supporting prop that rests on the ground; a supporting head for at least one supporting beam of floor slab formwork, which is arranged coupled slideably along the upright, and elements of reversibly locking the supporting head on a preset position defined along the upright, the supporting head in turn comprises: two plates, at least two recesses, for guiding insertion and for containment for a resting portion of the corresponding supporting beam, each one of which is provided on a respective plate, each recess having a substantially flat bottom with a breadth such as to define a variable resting point for the supporting beam along the bottom as a function of the inclination of the supporting beam.

Abstract: This disclosure relates to a formwork panel assembly to mold upwardly extending building features such as columns or walls, that extend between adjacent floor slabs. In one aspect, the formwork panel assembly comprises at least two surface forming elements, and at least one connecting element adapted for removable location between the two surface forming elements, where adjacent edges of the surface forming elements abut against the connecting element so that the resulting formwork assembly forms a single, continuous casting surface, and wherein in use, the or each connecting element is separately releasable from the formwork assembly once a concrete surface has been formed.

Abstract: A formwork for performing horizontal castings for the provision of floors, of the type comprising a series of props, and supporting heads to be arranged on the props for the resting of panels designed to form a surface for a concrete casting, each panel comprising at least two longitudinal profiles, for resting on the supporting heads; each one of the longitudinal profiles comprises a central body, a first longitudinal part, for the fixing of the transverse elements, and an opposite second longitudinal part, each one of the supporting heads comprises a plate-like base from which there extends at least one lateral shoulder for the resting of the central body of a longitudinal profile in an intermediate configuration for assembly or disassembly, and a central protrusion, which protrudes from the same side as the lateral shoulders.

Abstract: The present invention is directed to a flexible concrete form system having both flexible and rigid parts that are easily assembled and disassembled using a multi-contact point connection system. The concrete form system can be extended or stacked in a wide variety of configurations to accommodate almost any desired concrete shape.

Abstract: A concrete side form system suitable for factory casting or site casting concrete. The side form includes a substantially rigid longitudinally extending wall. The wall has a first face to define the edge profile of a concrete panel poured onto a casting bed bounded by the wall and a second face opposite the first face having formation to enable the wall to be secured to the casting bed. The wall includes a longitudinally extending frame having formation along at least one of its edges to removably receive a removable longitudinal insert to provide a shape along an edge of the concrete panel. The removable inserts provide the system with the ability to simply, easily and cost effectively change the edge profile of concrete poured against the side form.

Abstract: A method of laying concrete slabs comprising: providing shuttering having a regular wave shape along a side of a first slab to be cast at which side a second slab will subsequently be cast; casting the first slab; removing the regular-wave-shape shuttering; casting a second slab, whereby the slabs have inter-digitated protrusions of the regular wave shape along their adjoining sides.

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

Abstract: A concrete side form system suitable for factory casting or site casting concrete. The side form includes a substantially rigid longitudinally extending wall. The wall has a first face to define the edge profile of a concrete panel poured onto a casting bed bounded by the wall and a second face opposite the first face having formation to enable the wall to be secured to the casting bed. The wall includes a longitudinally extending frame having formation along at least one of its edges to removably receive a removable longitudinal insert to provide a shape along an edge of the concrete panel. The removable inserts provide the system with the ability to simply, easily and cost effectively change the edge profile of concrete poured against the side form.

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

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

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

Abstract: A system for holding poured concrete in a desired shape until it sets is disclosed. The system can include a plurality of forms having two opposing end sections. Each of the end sections has an end bracket attached to it. A plurality of footing stakes may be used to connect the end brackets together such that the forms maintain the desired shape. At least one whaler bracket may be secured to a top of the forms to maintain the spacing between them. A skin panel can be used to bridge gaps between forms. Bulkhead brackets can be attached to the ends or centers of the forms and secured to allow end walls to be created where desired. Vertical footing panels can also be used to pour concrete onto adjoining inclined surfaces.

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

Abstract: A novel structural thermal framing and panel system for assembling finished or unfinished walls with multiple combinations for poured and nonpoured walls comprising of a permanent structural framing stud which can be adjusted to different wall thickness, a plurality of permanent forms, wherein the pluralities of permanent forms are interchangeable with various other permanent panel forms with or without defined spaces for receiving filler, and wherein the framing stud substantially conforms to a portion of the pluralities of panel forms and resists bending in the panel forms. The framing stud is the main structural element in the wall. A structural framing system in combination with insulated panel forms with various defined spaces for receiving filler, and wherein panels may not be prefinished to form a rigid substrate.

Abstract: A compensating element (23) is permanently connected to a first formwork element (21) and a second formwork element (22) wherein the compensating element (23) has openings formed like elongated holes on the side along its axial direction through each of which one tube penetrates which terminates in one housing each on both sides of the compensating element (23). The housings can be displaced along the tube and be moved via a rod assembly. When the compensating element (23) is displaced into a formwork dismantling position, the formwork elements (21, 22) and the compensating element (23) are released from the concrete surface and the entire device can be moved (FIG. 2).

Abstract: A transition system for concrete forms includes a first concrete-forming panel having a first thickness and arranged to receive a first attachment mechanism, a second concrete-forming panel having a second thickness greater than the first thickness and arranged to receive a second attachment mechanism, and a transition strip sized for placement between the first and second concrete-forming panels. The transition strip includes a first side edge sized to match the first thickness and arranged to receive the first attachment mechanism, a second side edge sized to match the second thickness and arranged to receive the second attachment mechanism, a skin extending between the first and second side edges and arranged to cooperate with the first concrete-forming panel and the second concrete-forming panel to form a generally uninterrupted concrete-forming surface, and a plurality of stiffeners extending between the first side edge and the second side edge.

Abstract: An improved system and methods for forming foundations, walls, buildings and other structures having one or more walls made of concrete or other pourable, hardenable materials. The system uses substantially rigid forming panels and is “open” in that forming panels from a variety of sources can be utilized in the system with limited (if any) changes or alterations to the components used in the system. Such panels particularly include insulating foam panels, and also include other substantially rigid panels of other materials which may provide additional insulating properties. The system and methods provide wall tie rail and corner assemblies that are adaptable for use in a variety of construction applications using forming procedures and techniques readily adaptable from conventional forming system construction and assembly procedures.

Abstract: A building member forming apparatus is comprised of standardized metric dimensioned panels including plywood paneling, outer horizontal support beams, vertical support beams, and inner horizontal support beams. A conversion corner bracket has a first leg and a second leg joined to form a right angle, a V-shaped indented outer corner, and a rounded inside corner opposite the V-shaped indented corner. The conversion corner bracket is attached to the panels by securing members which secure the conversion corner bracket to the vertical support beam of the panels. The conversion corner allows the apparatus to convert standardized dimensioned panels for use with either metric or U.S. customary unit-based construction structures.

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 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 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 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 universal reusable system is provided for molding concrete or other settable fluids for use in building construction. In the subject system, apertured composite plastic panels and frames, prestressed by the presence of an array of removable and interchangeable oversized plastic plugs, are positioned and held in place by a framing system which utilizes a combination of apertured strips used as base guides and both vertical and horizontal channels, as well as dowels and plugs. The use of apertured panels and framing system provides for a reusable assembly whose dimensions can be readily set on site for each application and whose rectilinearity is maintained either by the dowel-aperture combination or by a combination of oversized plugs in adjacent members to be joined and connectors therebetween.

Abstract: A form gap filling device for filling or blocking form gaps in construction forms used to fabricate foundations, walls and similar structures. The form gap filling device is comprised of an elongated member having an elongated support centrally and longitudinally formed thereon, angled main portions formed on the elongated support and extending outward from the elongated support, angled sealing portions formed on the main portions and extending outward from the main portions and at least one spring biased rotatable handle rotatably attached to the elongated member. The at least one spring biased rotatable handle is medially positioned on and removably contacts a support surface of the elongated support. The at least one spring biased rotatable handle acts in concert with the sealing portions to removably engage adjacent spaced apart form elements thereby filling or blocking construction form gaps.

Abstract: A connecting device is provided for interconnecting two juxtaposed upright form panels used in forming a concrete wall. The form panels have adjacent mating edges between which an edge connecting plate is interposed tightly and removably. The connecting device includes first and second mounting plates secured respectively to the form panels adjacent to the mating edges of the form panels. Each of a pair of guide rods has an end portion extending through the first mounting plate and secured to the second mounting plate so as to permit relative lateral movement between the form panels. A driving screw has a threaded shank portion which extends through the first mounting plate and which extends threadably through the second mounting plate. A positioning screw has a threaded shank portion extending threadably through the second mounting plate and abutting against the first mounting plate.

Abstract: A form assembly includes a pair of rows of clasp members mounted respectively on back sides of two form members thereof in alignment with each other. Each clasp member includes a horizontal section extending rearward from each form member, a vertical section projecting downward from a distal end of the horizontal section, and a hook section projecting forward from the vertical section for defining a hook groove. Each pair of aligned clasp members is provided with a T-shaped latch member which has two arm portions to engage the aligned clasp members, and a handle portion extending from and intermediately of the arm portions. Each arm portion has a polygonal cross-section, a first side, and a second side opposing the first side. The second side of each arm portion is insertable into and is pivotable within the hook groove when each arm portion is pressed against the horizontal section to engage frictionally the vertical section, thereby placing tightly each arm portion in the clasp member.

Abstract: A device is provided for connecting structural panels used to make pouring forms for concrete. It includes a pair of connecting elements dimensioned to fit between adjacent structural panels and having adjustably positioned latches and latchbolts. The device enables one pair of panels to be moved out of horizontal alignment with the adjacent pair of panels to accommodate abrupt angular steps in a foundation and still employ the standard latching positions of each panel.

Abstract: In order to form a chamfer on an outside corner of a poured concrete structure, a concrete forming system includes a first form panel having an inwardly facing surface and second form panel also having an inwardly facing surface. The first form panel is secured to the second form panel with the inwardly facing surfaces at an angle to one another and the inwardly facing surfaces of the form panels have adjacent side edges for forming an outside corner. A chamfer strip including a body portion and a tail portion is provided for forming a chamfer on the outside corner. The body portion is substantially hollow and has three sides arranged so as to be generally triangular in shape and the tail portion comprises an elongated continuation of one of the sides of the body portion. With this understanding of the concrete forming system, the chamfer strip is formed in such a manner as to permit flexing of the chamfer strip so as to create a seal with the form panels during the pouring of concrete.

Abstract: A modular wall form assembly includes two upright wall form panels, a bridging plate interposed removably between the wall form panels, and a plurality of coupling devices for connecting securely the wall form panels and the bridging plate. Each of the coupling devices includes at least three horizontally aligned coupling seats mounted respectively on the rear sides of the wall form panels and the bridging plate, and a T-shaped coupling lever. Each of the coupling seats is formed with a rectangular hole and a notch that is located on a longer side of the rectangular hole and that extends to the rectangular hole. The notch has a width shorter than the length of the longer side of the rectangular hole. The coupling lever has a handle that is transversely aligned with respect to a coupling portion. The coupling portion has a cross section that corresponds in size with the rectangular holes of the coupling seats.

Abstract: A form set-up and a method for stripping upright form panels of the form set-up from a concrete unit. The form set-up defines a pouring space into which concrete is poured and cast so as to form a concrete unit. The form set-up includes at least two form panels. Each of the form panels has a contact surface in contact with a vertical surface of the concrete unit, a mounting surface opposed to the contact surface, and a reinforcing beam member secured to the mounting surface. The reinforcing beam members of the two form panels are aligned with each other. An interconnecting member is interposed removably between the two form panels and has a contact surface which is flush with the contact surfaces of the two form panels and which is in contact with the vertical surface of the concrete unit.

Abstract: A formwork component for the erection of cast structural walls, particularly for the erection of concrete walls. The formwork components includes a formwork plate with stiffening elements, for example, frames or girders, being mounted at the rear side of the formwork plate. Rails are provided on at least two oppositely located edges of the formwork plate. When several formwork plates are located next to each other or one above the other, the rails are located next to each other. The rails are connected by connecting elements, such as screws, clamps, or braces. Positioning, elements are provided on the rails. The positioning elements are projections and abutments which receive the projections and have a shape corresponding to that of projections.

Abstract: A concrete form panel construction for adjoining adjacent form panel sections includes flanges or portions having opposing longitudinal grooves or apertures. Connectors extend between pairs of adjacent extension sections and have an opposed finger portion extensible into the grooves or apertures and clamp the paired extension sections together. The finger portions locate the pairs of extension sections against transverse movement and permit only, upon loosening and tightening, longitudinal movement. The advantage gained by the disclosed form panel construction is that it provides increased flexibility for concrete form construction without holes to admit concrete flashings, is adaptable to common configurations of pin lock devices and provides for a forming surface for a vertical section and a wood strip for easy nailing of a plywood floor section, as for a ceiling corner form.

Abstract: An adjustable corner strip for joining adjacent concrete form panels into a column mold includes spaced diverging wings with slots to retain adjustment screws for adjusting the divergence of the wings, and thus the panels. The corner strip permits easy and rigid squaring of forms. A chamfer strip includes a chamfer face and an integrally formed tail section extending outwardly of the strip and adapted to fit into the channel formed along the mold side rail. The adjustable corner strips bring the chamfer strips into tight mating engagement with the interior surfaces of the mold panels, preventing leakage of cement between the chamfer strips and the mold panels.

Abstract: An adjustable corner strip for joining adjacent concrete form panels into a column mold includes spaced diverging wings with slots to retain adjustment screws for adjusting the divergence of the wings, and thus the panels. The corner strip permits easy and rigid squaring of forms. A chamfer strip includes a chamfer face and an integrally formed tail section extending outwardly of the strip and adapted to fit into the channel formed along the mold side rail. The adjustable corner strips bring the chamfer strips into tight mating engagement with the interior surfaces of the mold panels, preventing leakage of cement between the chamfer strips and the mold panels.

Abstract: A forming device for forming a ceiling in which a neat corner is to be formed between the ceiling and an adjacent wall which includes a form panel to form a portion of the ceiling adjacent to the wall, having an engaging projection formed on a back face thereof, the engaging projection having a flange extendeing therefrom in a direction substantially parallel to the back face to confine an engaging groove. A filler member is placed between the vertical wall and the edge of the form panel. A form holding member is set up with a portion substantially parallel to the form panel adjacent to the wall. A filler holding member is mounted on that portion of the form holding member and includes a first portion substantially parallel to the form panel and a second portion perpendicular to the first portion. The first portion is slideably secured to the form holding member, and the second portion extends adjacent to the vertical wall.

Abstract: A concrete forming device made from plastic components which can be assembled in the location of use to form a desired shape and fastened to the ground with steel stakes driven through brackets attached to components. After use, the stakes are removed and the components disassembled for use elsewhere. Desirably, the components are formed from fiberglass reinforced resins and additives of a type which impart a surface to the components of such a nature as to have little tendency to adhere to the concrete. This makes it easy to remove the components and to reuse them without cleaning. The components are constructed with suitable adaptors and couplers so that assembly can be accomplished by merely inserting male parts into female parts in a slip fit relationship. Both straight and curved shapes can be formed, as well as shapes that have both straight and curved elements.

Abstract: A formwork assembly for a poured concrete structure includes a plurality of formwork panels and girder-like members for supporting the panels. The panels comprise a concrete surface forming sheet and laterally spaced flange-like support members on the outside surface of the panel. The panel sheet is formed of an elastically deformable material so that the panel can follow the configuration of a curved surface of the concrete structure. The support members on the panels are notched or recessed at their ends so that the aligned support members on adjoining panels form a cutout to which the girder-like member is secured.

Abstract: There is disclosed a formwork for round or polygonal constructions with a formwork face having an adjustable curvature or circumference. The formwork has a chain of booms which are spaced apart from the formwork face and are composed of individual boom portions. The boom portions can be pivoted relative to one another and can be fixed in selected angular positions when the adjustment of the formwork face is completed. The pivot axes for the boom portions are not located at the boom portions themselves but are transposed into the plane of the formwork face so that the formwork and the formwork face are adjusted in assembled condition of the chain of booms. The boom portions, which are spaced apart from the joint axes have couplings which are adapted to be detachably connected to one another and are disposed along arcs with centers of curvature on the respective joint axes. The couplings can include overlapping plates with openings through which locking keys can be inserted.

Abstract: A multi-story concrete building is constructed concurrently, that is, the steps for constructing the same are carried out simultaneously on different respective stories. To achieve this end, vertical formwork members for forming the columns and bearing walls for one story are erected. Then decking formwork is erected for forming a concrete slab to serve as the floor for the next story thereabove. Formwork spacers are affixed to the tops of the vertical formwork members and these spacers provide mounts, extending through the thickness of the slab to be formed, for mounting the vertical formwork members for the next story. The vertical formwork members for the next story are then erected. Fresh concrete is poured into at least the vertical fromwork members and is permitted to cure and solidify into the vertical support members for that story. Other formwork members are erected above the next story while concrete is concurrently poured and formwork is stripped on different respective stories.

Abstract: A molding device includes a multi-sided contractible inner form and outer forms that can be connected detachably to the inner form. The inner form has, at each side, a wedge-shaped spacer formwork board, on which are mounted a power means and a linkage mechanism, disposed between and connected detachably to left and right component formwork boards. The wedge-shaped spacer boards in all sides of the inner form can be pulled inward by individual power means through individual linkage mechanisms to leave space for the left and right component formwork boards to approach one another at all sides to contract the entire inner form.

Abstract: A formwork system (10) comprising frame elements (11), posts (12) for arrangement between the frame elements if necessary locking means (21), together with formwork sides (13). The frame elements are designed with longitudinal grooves (15) and/or keys at least in the sides which face towards the posts (12) for engagement with corresponding keys or slots in the post. The front side of the formwork side (13) after arrangement in the frame element is flush with the front side of the post, either in that the corners on the front side of the post, parallel to the key (18) or the groove, are designed with a longitudinal notch having a depth which is equal to the thickness of the formwork side or in that there is arranged on the inside of the frame element a longitudinal flange (16) at a distance from the front edge of the element equal to the thickness of the formwork side (13). On formworking of a pavement the key (18) and the groove (15) respectively have an angled cross-sectional form.

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 method and device for producing a slotted concrete vertical wall. A pair of vertically extending forms having vertically extending ridges are positioned on the final use site of the slotted wall. The ridges of one mold are positioned adjacent and aligned with the ridges of the second mold. A pair of forms are located outwardly and adjacent the molds with a plurality of ties extending through the ridges of the molds being secured to the forms connecting the molds and forms together as concrete is poured between and around the ridges. The forms and molds are removed once the concrete is solidified leaving the slotted concrete wall permanently in the position poured.

Abstract: A device is provided for connecting structural panels used to make pouring forms for concrete. It includes a connecting element dimensioned to fit between juxtaposed edge faces of adjacent form panels and having two sides one or both of which are provided adjacent the proximal edge faces of the panels with a longitudinal slot in which fasteners are engageable.

Abstract: There is disclosed a chamfer device for use in the construction of concrete structures having chamferred edges. The chamfer device is adapted to be affixed to a support structure and the device is adapted to receive and support in a concrete sealing relationship the upright edge of a nominally sized two inch form of lumber.