Abstract: A fixture for an adjustable mold in which concrete road barrier sections are precast. The mold can be configured to cast symmetrical or asymmetrical sections having a uniform cross section throughout or a cross section that varies uniformly along the length of the section.

Abstract: A primary forming member is associated with a secondary supporting structure to allow rapid construction of elongate concrete structures of uniform cross-section by removing the primary forming member before the concrete mass supported by the secondary supporting structure is set or self-supporting. The primary forming member provides plural spaced forming arches, foldable for transport, and supported for vertical motion on a carriage providing for horizontal motion along the axis of symmetry of the formed structure. The primary forming member supports a plurality of spaced support arches of the secondary supporting structure with a plurality of cross elements therebetween to support rigid panels that create a forming surface for plastic concrete and remain as a part of a formed concrete structure to provide insulation. The forming system forms a self-supporting arched concrete surface with spaced depending arches by being sequentially moved axially therealong.

Abstract: The invention relates to a sliding shuttering system for producing concrete structure walls, particularly for conical and/or sloping reinforced concrete structures with annularly closed, varying cross-sections. Especially in the case of sloping structures with upwardly diverging wall regions, the hitherto known sliding shuttering systems can only be used to a limited extent with regards stability and security. In order to be able to perform a sliding process even in the case of extreme structure configurations, the support is made rigid and is mounted on angularly adjustable piles, at least one of the pairwise associated piles being fixed to the support to prevent horizontal shifting.

Abstract: Shield tunnelling method and assembling and disassembling apparatus for use in practicing the method. A shield having shield jacks is actuated for drilling a hole in the ground. Inner forms and outer forms are assembled into a plurality of tubular units coaxially jointed in the hole so that an annular concrete lining space is defined between the inner forms and the outer forms, the tubular units having a leading tubular unit.The shield jacks are applied against inner forms of the leading tubular units for thrusting the shield during actuating of the shield to further drill the hole. A concrete is injected into the annular concrete lining space to form a concrete lining. The concrete lining within a predetermined length of tubular units is set for providing adhesion to the inner forms, in contact with the concrete lining, against a reaction force of the jack thrust for the shield.

Abstract: A slip-form of the kind for defining at least one surface of a wall-space into which concrete is to be poured. The slip-form includes a plurality of spaced apart upwardly extending members and to facilitate the locating of reinforcing rods at selected positions in the wall-space the slip-form includes roller assemblies releasably engaged with at least some of the support members to form within the wall space a height adjustable horizontal race and an inclined race feeding down to said horizontal race. The inclined race being adapted to transport reinforcing rods onto the horizontal race for onward transport to a location adjacent the selected position in the reinforcing structure.

Abstract: A form erection hoist for use with concrete building forms or panels has a support which engages the top or an intermediate rib of an erected form. A column is rigidly attached to the support and extends above and below it. A support for a central and an outboard sheave is mounted on the upper end of the column. A cable reel support is mounted on the lower end of the column and engageable selectively between the sides of an erected form. Cable from the reel extends around the two sheaves and downwardly to engage the handle of a form to be raised into position alongside the previously erected form or to be lowered when no longer needed. The sheave support is shiftable to extend outboard of either side of an erected form. The hoist is lightweight and may be handled and operated by a single person with minimal risk of injury.

Abstract: Disclosed is a continuous tunneling and lining machine. The machine is capable of simultaneously boring and lining a tunnel through a solid medium. The machine comprises four major components including: (1) an excavation system; (2) a debris removal system; (3) a lining system; and (4) a liner material retrieval system. The excavation system comprises a rotary excavator that excavates the tunnel bore. The lining system mixes liner materials at the bulkhead and pumps the mixed material into slipform. The slipform comprises an inner form, an outer form and a wall connecting the inner and outer form and at least one mandrel. The mandrels form cast in place passageways to accommodate liner component retrieval and excavation debris removal. The debris removal system pumps excavation debris through the excavated area into the mandrels and out the cast in place passageways.

Abstract: A casting apparatus for casting a hollow slab out of concrete includes a feeder member having an axis extending between first and second ends thereof and a forming member supported on the apparatus adjacent the second end of the feeder member. A central longitudinal axis of the feeder member is moved at a first end thereof along a path of movement of a set shape and a point of the axis of the forming member is maintained in a stationary position relative to the axis of the feeder member.

Abstract: An apparatus for forming frogs in the sides of a slipformed concrete element, especially a hollow-core slab is disclosed. In accordance with the invention, the frogs are formed in the sides of the element by removing cast material from the sides by a reciprocative scraping action. The reciprocative movement parallel to the side of the element is effected with a drive motor and a lever assembly. By the method, it is possible to obtain a desired frog shape and depth without damaging the side surfaces.

Abstract: A concrete slab and beam forming system including first and second shoring towers that are adjustable in height and which can be adjusted to provide for concrete beams of different depths. The forming system also includes a first plank with an integral facing, and second and third planks having integral facings which are pivotally attached at opposite ends of the first plank and which rest upon adjacent shoring towers in a first position in which the facings of all the planks are substantially coplanar. The planks are provided with bolts for releasably securing the second and third planks in that first position and operable to allow the second and third planks to be pivoted to a second position in which the facings of the second and third planks are substantially perpendicular to the facing of the first plank.

Abstract: The apparatus comprises a first horizontal bar adapted to be coupled to a building column and a second horizontal bar is rotatably coupled to and beneath the first bar. A bracket which can be coupled to a screed is coupled to the second bar so that it can rotate with respect to the second bar and it can slide with respect to the second bar. The apparatus is pivotably mounted on opposite columns in an area where a concrete floor is to be leveled and the brackets are coupled to the ends of a screed which the operators wish to move up to the columns and then move around the columns, all the while smoothing and leveling the concrete.

Abstract: A method and an apparatus for casting concrete elements from a concrete mix by slipforming molding which involves extruding the concrete mix onto a bed, generating pressure into the concrete mix by a first set of extruder members and by compacting the concrete by moving at least one of the movable mold walls in a direction approximately parallel to its plane. The concrete mix is tamped into a more compacted form by protrusions formed onto at least one of the movable mold walls and projecting into the mix. The method and the apparatus achieves a high degree of compaction in the concrete mix by an uncomplicated method and apparatus without generating a loud noise.

Abstract: A method and apparatus for forming wet concrete employing a slip form having a radially expandable elastic outer shell comprising pouring concrete around the exterior surface of the outer shell and applying a fluid under pressure to the interior surface of the outer shell. The pressure of the fluid is pulsated so that the outer shell expands and contracts to reduce the friction between the outer shell and the concrete. The reduction in friction allows the form to be moved longitudinally along the concrete with reduced tearing of the surface of the concrete.

Abstract: A traveling mold for forming a pre-cast, box-like concrete structure has movable frame means for supporting the mold. Inner and outer wall forms of the traveling mold are movable, vertically and transversely, away from a formed reinforced concrete wall section, after the wall section has hardened sufficiently to be self-supporting. A method for forming a pre-cast reinforced concrete building structure having a floor and at least one upstanding wall, using the traveling mold, is also described.

Abstract: Slipforming means intended for slipforming inclined, hollow columns of reinforced concrete, comprising a slipform platform (14) including the form work (28, 29), which is supported by and may be lifted/lowered by means of a climbing rod system (12) which is fixed to the already cast, cured portions of the column (11). The form work is by means of a number of yokes (26,27) suspended from the slipform platform and comprises inner and outer formsheets (28,29) extending in circumferential direction. The yokes are adjustable in radial direction with respect to the slipform platform while the form sheets are adjustable in tangential or circumferential direction with respect to each other. One of the form work walls is radially adjustable with respect to the other. The slipforming means is intended for slipforming hollow, inclined columns having increasing and/or decreasing diameter.

Abstract: A method is described for the sectional erection of a superstructure of prestressed concrete for a bridge with a launching girder carrying the formwork for the superstructure and being movable from one concreting section to the other. The process is characterized by a movement of the launching girder to the next concreting section while the previously concreted and prestressed superstructure is supported via bearings by the launching girder, which in turn is supported by the bridge supports via further bearings.

Abstract: A forming tool made to be drawn by tractor-feeder means of any type. The tool comprises two arms mounted to pivot by their front ends on the tractor-feeder. At the back end of the arms is mounted a needle ramp for immersion vibration so as to keep the concrete delivered and distributed by the tractor-feeder in the liquid state before its forming. The forming means comprise an upper element which has a front part in the form of a shield for the regulation of the amount of concrete introduced under the form, and a back part serving as forming upper plate and simultaneously as back reference and support means for levelling the tool, the latter being entirely carried by the formed concrete layer. Side forming plates are also provided.

Abstract: A method is described for the sectional erection of a superstructure of prestressed concrete for a bridge with a launching girder carrying the formwork for the superstructure and being movable from one concreting section to the other. The process is characterized by a movement of the launching girder to the next concreting section while the previously concreted and prestressed superstructure is supported via bearings by the launching girder, which in turn is supported by the bridge supports via further bearings.

Abstract: Method for the casting of hollow slabs out of concrete by slide-casting. Concrete mix is extruded onto a base (18) preferably by means of a conical screw spiral (2). Thereinafter the mix is compacted by moving a cavity mandrel (3) fitted after the screw sprial. The end of the cavity mandrel (3) is moved along a path of movement of desired shape. The final end of the mandrel may be attached to the machine by means of a ball joint.

Abstract: A concrete-finishing machine has a drive horse, a slave horse, and a bridge-like truss selectively connectable to, or separable from, those horses at different levels so those horses can roll along surfaces at the same level or at distinctly-different levels. Vertically-directed jacks can dispose a screed or a float at different distances below the level of the bridge-like truss, and that screed and that float can be shifted along the length of that bridge-like truss to avoid obstructions within the area to be concreted. Those jacks can set different sections of the screed at different levels and thereafter simultaneously move all sections of that screed up or down. Interacting surfaces on the jacks and on the bridge-like truss enable those jacks to be readily secured to or separated from that bridge-like truss.

Abstract: The present invention simultaneously finishes the surface of an area of plastic concrete and forms a curb along one or both sides of the area as the apparatus is translated along the length of the area. The apparatus includes a vibratory concrete finishing machine such as a triangular truss concrete screed having first and second sides and spaced apart front and rear screed blades. The two sides of the finishing machine are supported by roller support units which engage each of the spaced apart forms. Coupling means connects the first roller support unit to the first side of the finishing machine, adjusts the lateral spacing between the first side of the finishing machine and the form, and adjusts the elevation of the screed blades with respect to the form. A curb form is coupled to the finishing machine between the form and the first side of the finishing machine.

Abstract: Apparatus for manufacturing a hollow concrete slab by a slide casting operation. The slab is formed with one or more cavities through the use of tubes of flexible material into which a pressurized medium, particularly water, is fed. The apparatus comprises a stationary base and a casting device arranged to travel in the longitudinal direction of the base. A number of parallel shaping pipes forming part of the travelling casting device and having a cross section corresponding to the desired cross section of the cavities to be formed are opened at both ends. The flexible tubes, which are fastened at their rear ends, to a pressured liquid source pass during the casting process from reels in the casting device through the pipes so as to give the cavities their final form.

Abstract: A paving arrangement for coating a base with a self-setting synthetic molding material comprises a rigid frame in the form of a shallow box having an open bottom. The frame is supported by a pair of sleigh members mounted on the lower portion of the frame in spaced relationship from each other so that the frame can be slid over the base. One of the sleigh members is shorter than the other and has its rear end terminating forwardly of the rear end of the longer sleigh member. A hopper is mounted on the frame for storing therein the molding material. A transversely elongate outlet opening is formed at the bottom of the hopper at a position rearwardly of the rear end of the shorter sleigh member and extending in the transverse direction between the inner edge of the longer sleigh member and an imaginary extension of the outer edge of the shorter sleigh member.

Abstract: An extender device for fastening one concrete form size on top of another and holding the two in tight secure relationship. The device used for extending includes a pair of scaffold bolts to permit attachment of a scaffold. It further includes a "U" shaped sharpened slot portion at each end.

Abstract: Floating dock for making elongate, cast concrete constructions by producing in sequence sections of the construction in a drainable work chamber. The dock has a base and a pair of permanent upstanding sides facing inwardly towards each other provided with a first set of fixed fastening members for locating anchoring members for the fastening of boarding members with associated reinforcing elements in a first position in the dock where a first section of the construction is cast. A second set of fixed fastening members in series with the first set is for fastening by way of corresponding anchoring members at least portions of the first section in a second position in the dock where a second section of the construction is moulded as a continuation of the first section.

Abstract: A lightweight, portable, vibrating-type concrete screed utilizes an elongated, open frame structure, is adapted to being winched automatically to screed a concrete-formed road and simultaneously form and smooth associated curbing and guttering with improved vibrator and smoothing means.

Abstract: A method and apparatus is disclosed for continuously pumping flowable concrete mix to elevated heights for introduction into forms used in the fabrication of annular structures such as concrete hyperbolic cooling towers. A tower crane is erected in the center of the circle for the hyperbolic structure and concrete conveying piping is provided for raising mix to a lateral conduit carried by a secondary boom suspended from the swingable overhead jib of the crane. A pumping unit at ground level forces concrete mix up the vertical piping on the tower and then through the boom supported conduit for delivery into the form structure. The jib and thereby the boom suspended therefrom are swingable through an arc of 180.degree. in one direction to cover one half of the form structure and then the jib and boom may be swung in the opposite direction through the remaining 180.degree. arc for introduction of mix into the form structure.

Abstract: A concrete building is constructed by initially forming a generally circular concrete pad. A spherical or slighly more than hemispherical plastic mold is then erected on the concrete pad with a central post extending axially out the central top of the mold. Barbed wire is then wrapped around the mold and wire mesh is subsequently wrapped around the mold on top of the barbed wire, with the barbed wire serving to space the reinforcing wire mesh away from the surface of the mold. Concrete is then applied to the outside of the mold starting at the bottom of the mold adjacent the concrete pad and moving helically up the surface of the mold while laying concrete around the mold in strips. The apparatus for applying the concrete includes a frame mounted on wheels and pivoted on the post extending out of the top of the mold and being curved to follow the exterior surface of the mold.

Abstract: A method and apparatus for forming a structure having an inner surface in the form of at least one segment of a sphere. An inner support is mounted at a fixed point from which a radius can be struck to define the inner surface of the structure. An elongated radial member is pivotally connected at one end to the inner support with its other end being movable vertically and horizontally. A forming member at the other end of the elongated member has an outer surface in the shape of the inner surface of the segment to be formed. An actuator moves the elongated member horizontally and vertically to selected positions to place the outer surface of the forming member opposite and adjacent the inner surface of each segment being formed. A forming material is applied to the outer surface of the forming member while it is opposite and adjacent the inner surface of the segment being formed to form each segment directly on the forming member.

Abstract: A method of constructing a poured concrete structure protected from corrosive agents includes applying large-surface sealing elements to one surface of the structure before pouring the concrete. The sealing elements are attached to anchoring elements extending into a region into which concrete is to be poured. When the concrete is poured inside the sealing elements, the sealing elements are anchored in place by the anchoring elements which become set in the concrete. The sealing elements may have a high modulus of elasticity and be relatively rigidly affixed to the structure of may have a low modulus of elasticity and thus require overlapping perimeter areas for sealing of adjacent sealing elements.

Abstract: A concrete pressure monitoring device in an apparatus for continuously forming an elongated monolithic concrete structure within a prepared excavation. The device includes a pressure sensitive membrane exposed to wet concrete between a bottom surface of the excavation and an inner form member of the apparatus. The membrane covers an open end of a fluid filled housing so that variations in concrete pressure adjacent the membrane will flex the membrane to cause displacement of fluid within the housing. A remote indicator responsive to displacement of fluid within the housing is operatively connected to the housing to indicate the concrete pressure variations.

Abstract: An arrangement for combined stationary form and slipform casting, including a slipform yoke capable of carrying two form halves, between which concrete is to be poured, for example for a wall or the like.According to the invention, the form halves each comprise a so-called supporting form half which can be expanded in the casting direction, i.e. usually upward in vertical direction, so that the area of the support wall of the supporting form half after expansion has substantially been increased, for example almost doubled. The resulting support surface of the supporting form half is intended to serve as a support in an additional form half.

Abstract: In a slipform arrangement comprising a plurality of oblong, substantially rectangular mold plates arranged sequentially in a manner such that their end portions overlap each other there is provided an elongate post-like mold plate support means adjacent a short edge of an associated mold plate such as to support said plate in spaced relationship therewith, thereby to leave a gap for accommodating an end portion of a sequential mold plate, and tensioning means for creating in the region of said short edge a tensioning force directed substantially in the long direction of the post-like mold support. That part of the mold plate located nearest said short edge can be slightly angled towards the mold plate support means.

Abstract: A portable plant for on-site horizontal casting and erecting concrete wall panels and roof slabs of bays with variable widths and heights to form one-story, split-level and two-story houses and other buildings.The plant embodies two rotatable form-erectors for casting and erecting longitudinal bearing wall panels, a lifting form for casting and erecting roof slabs and a rotatable form-stripper for casting and erecting cross wall panels.The casting and erecting equipment is mounted either on a truck or a rail car.In order to meet the highway movement restrictions, the lifting form and form-stripper can be folded. The form-erectors have several versions of their design and mutual arrangement. These versions give five modifications of the plant.The maximum overall cross dimensions of the plant in a travelling position do not exceed 3.6 m (12 ft.) in width and 3.9 m (13 ft.) in height.

Abstract: A process and apparatus for making a plurality of building modules each having a foam core encased in a shell of fiber reinforced cement. A bottom layer is cast and fiber reinforced in a casting zone having side rails along a base and division members corresponding to the lengths of the modules being formed. End members are placed on top of the division members and foam cores are placed on the bottom layer between end members leaving free space between the core member, the side rails and the end members. Wet cement is applied to fill the free space surrounding each core member and to form a top layer which covers each core member thereby separately encasing each core member. Fiber reinforcement is applied to the top layer and a plurality of cured modules are removed from the casting zone.

Abstract: A production line for the manufacture of (unreinforced, reinforced or prestressed) concrete comprising concrete casting means, a circuit for hardening it and means for removing the hardened elements. It includes a chain of floats adapted to be moved in a moat of liquid and means for placing the concrete elements which have just been cast, on said floats, which by moving in the moat, transport the concrete elements through the hardening circuit, means being provided to bring back the floats to the concrete casting means. The installation is applied in the manufacture of piles, posts for electric cables, slabs, beams, panels and curbs.

Abstract: An arrangement for guiding casting forms, which comprise a so-called working plane (1) in the form of, for example, a beam system, which is capable to support two casting form halves (3,4), between which concrete is intended to be poured. The casting forms further comprise a yoke (11) supported on legs (12), which yoke has the design of, for example, a frame with two preferably mutually parallel, substantially vertical sides (12) and one side (11) located intermediate and perpendicularly to said sides. The yoke (11) preferably is located above the working plane (1) and rigidly connected to the working plane (1).According to the invention at least two guide bridles (14,23) in the form of, for example, strip iron, and a friction device (17) are provided. The guide bridles (14) are intended to be rigidly anchored at one end (15) preferably in a ground level plane (16).

Abstract: Apparatus is provided for production of concrete slabs wherein a reinforced elongated concrete slab is progressively formed on longitudinal supports following the installation of the supports by mounting carriages for movement along the length of the supports, providing the carriages with a leading platform portion to facilitate construction of a metal rod reinforcement core spanning the supports and a trailing slab forming platform.

Abstract: Roofs of underground excavations are supported by forming sheet-material elements into tubes whose diameter can be varied by changing the overlap between the longitudinal edges of the rolled-up sheet material, standing the tubes upright to bear against the roof and the floor of the excavation, and filling them with hardenable material in flowable condition which, after hardening, will form a roof-supporting column.

Abstract: The invention provides a climbing framework for erecting concrete forms in the manufacture of straight or curved reinforced concrete walls, with anchoring members for removably anchoring the climbing framework to the wall, and with anchoring elements which as the wall is built, section by section, can be detached from one section and moved up for manufacture of the next-higher section.

Abstract: A concrete placing apparatus comprises a power-operated carriage and mounted thereon a feed hopper, a first and a second endless belts adapted for moulding lateral sides of a concrete layer being formed, and mounted parallel to one another on rolls having a vertical axis of rotation, and a concrete compacting mechanism. The latter is constructed in the form of a third and a second endless belts disposed in one horizontal plane above the first and second endless belts. The third endless belt is intended for exertion vibration action upon the concrete mix being placed, and is mounted on two rolls having a horizontal axis of rotation, at least one of said rolls being provided with unbalances mounted therein on its driving shaft coaxial therewith. The fourth belt is intended for damping vibration of a freshly placed concrete and mounted on rolls having a horizontal axis of rotation behind the third endless belt.

Abstract: Method and apparatus for automatically laying block units, such as bricks or concrete blocks, to form a wall-like structure. The block units are successively positioned beneath a gripping head which picks up each block unit and deposits it on a table which is mounted for lateral movement and for movement normal to this lateral movement. After each block is placed on the table, the latter is shifted laterally a block length until a course of block units is formed, after which the table is shifted a block height in the direction normal to the course. Then a second course of block units is formed against the first course of units. These operations are continued until a wall-like structure of predetermined dimensions is formed.

Abstract: A reinforced elongated concrete slab is progressively formed on longitudinal supports following the installation of the supports by mounting carriages for movement along the length of the supports, providing the carriages with a leading platform portion to facilitate construction of a metal rod reinforcement core spanning the supports and a trailing slab forming platform.

Abstract: An elongated concrete structure, such as a bridge, is constructed by providing at a construction zone located at one end of the site of the structure a formwork arrangement which includes a bottom formwork within which the structure may be formed in discrete sections. Successive discrete sections formed in the formwork are joined together and launched in series from the construction zone toward the opposite end of the site across which the structure is to extend. As each section of the structure is launched, the bottom formwork is moved together with each section across one section length in the launching direction while the remainder of the formwork arrangement is maintained stationary at the construction zone.

Abstract: A machine for horizontal casting of concrete wall panels and slabs and for assembling them together to form room units or single-story buildings.The machine includes a wheeled frame, movable along a rail-track; two form-erectors, rotatable parallel to the rail-track; two form-strippers, rotatable across the track, and a lifting mould. All edges on the form-erectors and form-strippers are detachable and must be taken away before rotating.When used at the plant, the machine erects the room units on two trailers (one on each side of a casting station). A typical technological cycle starts with erecting a cross wall panel on an incomplete room unit. For this purpose the form-stripper rotates into vertical position, the machine moves close to the room unit, and the panel is released with a bottom hinged lock bracket. After the panel is fixed, the room unit, having been on the trailer, is ready for transportation to the job site.

Abstract: To accomplish the invention, a backing panel is slidably supported on longitudinal rails in turn supported on upright portable frame members. The frame members removably support a header plate and such header plate in turn is arranged to support a wire mesh in suspended relation. Air blown concrete is deposited on the wire mesh against the backing panel to form the wall, the backing panel being movable on its supporting rails progressively as wall sections are formed. The upright portable frame members support a vertical cutter in the form of a continuous power driven wire movable along the front of the newly formed wall to provide a flat, smooth face thereon.

Abstract: A process and apparatus for making a plurality of building modules each having an insulating foam core encased in a shell of fiber reinforced cementitious material. A longitudinal casting zone is provided having continuous side rails and end-to-end base members having lengths corresponding to the lengths of the modules being formed. A continuous bottom layer of fiber reinforced cementitious material is cast over the base members and extending the length of the casting zone. The bottom layer is divided into lengths and lateral end members are inserted between the side rails in the spaces between the divided bottom layer lengths. A foam core is placed on each bottom layer length and wet fiber reinforced cementitious material is successively applied over the entire length of the casting zone so as to fill in the free spaces surrounding each core member and cover it with a layer of cementitious material thereby completely encasing each core member.

Abstract: A method for guiding slip-forms in the casting of concrete structures where use is made of a rigid slip-form which is repeatedly lifted first at that side of the concrete structure being cast from which the slip-form is to be guided away, such that the slip-form when being lifted is shifted towards the opposite side where, in subsequent operations, it is repeatedly lifted to the same level as it was previously caused to occupy at the side from which the slip-form is to be guided away.

Abstract: The invention relates to a method for casting of concrete structures by means of moulds disposed at two opposite sides of the structure to be cast. The moulds are pressed against the concrete structure by the legs of a yoke construction which is arranged to be successively lifted by jacks cooperating with jack rods. The legs of the yoke construction are caused during lifting to slide directly or indirectly against the jack rods which are positioned between the legs of the yoke construction and the moulds.

Abstract: An adjustable mold for casting asymmetric concrete highway divider sections includes a fixed sidewall, a movable sidewall, and two end walls. Each of the end walls is divided vertically into a first fixed panel and a second adjustable panel. The old can be set up to produce a barrier section that accommodates any difference in grade levels between the separated roadway lanes, within a preselected range, by adjusting the height of each second end panel relative to the adjacent first end panel and by adjusting the height of the movable sidewall to match the second end panels. All adjustments are made by means of simple jack screws. The end walls and the movable sidewall are mounted on hinged frames that can be swung open to facilitate removing a section casting from the mold.