Abstract: A building panel constructed of a gypsum-cement-catalyst formulation molded in layers and including a rigid stud framework. The layers include surface layers, a fire resistant layer and an insulating layer, as well as reinforcement and building paper. A modified panel is molded in layers with structural strength provided by a grid providing spaced apart wire panels.

Abstract: A crown installation system for forming a crown in place on a pillar in a manner that avoids the need for heavy and complicated concrete form structures. The crown installation system includes a kit for forming a crown on a pillar, such as a chimney, having a perimeter wall with an outer surface and an upper surface converging at an outer upper perimeter edge. The kit includes a plurality of form members, with each form member being adapted for forming a portion of the outer surface of the crown. Each of the form members has opposite ends and an outer face. A plurality of support members are provided for supporting the form members. Each of the support members has a front surface for pressing against a portion of the outer surface of one of the form members. A tension member is provided for holding the support members in position against the form members such that the form members are restricted from outward movement. The invention also includes a method of utilizing the kit to form a crown on a pillar.

Abstract: A method of making terrazzo floors with design inlays. The method utilizes pre-molded inserts as inlays in the finished floor, and generally includes four steps. First, inserts are pre-molded, which has design elements in terms of their color, nature of inclusions (chips, glass fragments, etc. and their colors), shape and/or a pattern of grooves in their upper surfaces. Second, the pre-molded inserts are placed on and affixed to the sub-flooring in a predetermined arrangement. Third, epoxy flooring mixture is poured to a height that fills the grooves in the inserts' upper surfaces and preferably cover the inserts. Fourth, the floor, after cured and hardened, is ground and polished to expose the upper surfaces of the inserts, which now become seamlessly integrated inlays within the overall finished floor.

Abstract: Microfabricated devices and methods of manufacturing the devices are disclosed. The devices are manufactured from a substrate having microscale fluid channels, and polymerizing a polymerizable mixture in the channels to form stimuli-responsive operating components of the device. The operating components can be functional or structural components. The method of manufacture obviates the traditional assembly of microscale components to form a device because the microscale components are formed in situ on or within the device.

Abstract: Security vault panels and their method of manufacture are disclosed. Specifically, the invention comprises improved panels for manufacturing security vaults, with each panel comprising (a) a rectangular metal mold having opposing metal end caps and opposing metal side rails and (b) a concrete slab disposed within the rectangular mold and permanently affixed thereto, the concrete slab having an exterior face and an interior face substantially uncovered by the mold. At least one of the metal side rails is configured to engage a complementarily configured metal side rail of an adjacent panel. Three different configurations of metal side rails are disclosed for fabricating panels for subsequent installation as part of a wall, floor, or roof of the security vault.

Abstract: Parallel spaced shallow grooves are cut within the surface of an existing reinforced concrete member in the direction of bending and at locations where existing tensile reinforcing is inadequate. A curable polymer adhesive resin, such as an epoxy resin, is inserted into each groove and an elongated fiber reinforcing element, such as a composite rod with continuous carbon fibers, is positioned within each groove, substantially filling the groove, so that the minimum volume adhesive resin surrounds the reinforcing element. The adhesive resin within each groove is formed flush with the surface and allowed to cure to bond each reinforcing element to the concrete defining the groove. The grooves and reinforcing elements extend within the top surface of a concrete slab across a beam or support for the slab, extend within the bottom surface of the slab at least fifty percent of the distance between adjacent supports for the slab, or within a vertical surface of a concrete or masonry wall or column.

Abstract: Method of producing a filter floor for treating water, comprising a structure made of girders or columns supporting a slab which has a number of orifices intended to take suction strainers, characterized in that the concrete of the said structure and of the slab is cast directly in the filter liner, the said structure and the lower part of the slab being shaped by one single design of lost formwork.

Abstract: A housing for flammable gas detector comprises a housing body and a flame arrestor element (14 and 15). The housing body has an aperture (27) in which the flame arrestor element is located through which the interior of the housing body communicates with the outside. The housing body surrounding the aperture is molded from plastic material. The portions of the housing body that form the aperture (27) are molded around the flame arrestor element with the flame arrestor element in situ. A flammable gas detector of the type which employs a heated sensing element to oxidize any flammable gas present may be located in the housing body. Any flame front present in the housing body due to oxidation of any flammable gas is prevented from progressing to the surrounding environment by the flame arrestor element.

Abstract: Forming concrete piles with an enlarged base for structural foundations for buildings. The invention involves: a) drilling a bore hole with an auger; (b) pumping fluid concrete into the bore hole through a channel in the auger whilst retracting the auger from a lower portion of the bore, such that the lower portion of the bore becomes filled with a volume of fluid concrete; (c) applying a pressure to the volume of fluid concrete by at least partly reinserting the auger into the lower portion of the bore, such that the applied pressure causes the volume of concrete to expand radially, thereby increasing the diameter of the lower portion of the bore; (d) retracting the auger from the remainder of the bore whilst pumping further concrete into the bore, such that the bore fills with concrete and forms a concrete pile with an enlarged base. The enlarged base area provides greater load bearing capacity.

Abstract: A method for producing temporarily deformed pipe liners from a continuously extruded thermoplastic round pipe, or thermoplastic round pipe extruded in segments of 20 to 50 feet in length and butt-fused together to obtain a pipe liner segment of a length greater than the conduit to be lined; annealing the pipe liner before deformation in a stress release chamber to relieve stresses induced in the extrusion process; collapsing the pipe liner to a flattened shape by means of internal vacuum and subsequently bending deformable portions of the flattened shape toward a back-up portion thereof, and without elongation, maintaining diameter and wall thickness; applying a sealant material on the outer pipe liner surface to seal the gap between the pipe liner and conduit.

Abstract: Alkoxy RTV-1 compositions comprise the product of the reaction of (A) an HO-terminated organopolysiloxane, (B1) an alkoxysilane which has at least three alkoxy groups and/or its partial hydrolysates, and (B2) an alkoxysilane which has two alkoxy groups and/or its partial hydrolysates, in the presence of (C) an acid phosphoric ester of the general formula (I) (HO)aOP(—O—[(CR12)b—O]c[(CR22)d]e—L—M)(3−a)  (I), where a is 1 or 2, R1 and R2 are a hydrogen radical, methyl radical or hydroxyl radical, b and d are 2 or 3, c is an integer from 2 to 15, e is 0 or 1 L comprises a radical —O—, —COO—, —OOC—, —CONR3—, —NR4CO— or —CO—, R3 and R4 are a hydrogen radical or C1-C10-alkyl radical, and M is a monovalent, unsubstituted or hydroxyl-, fluorine-, chlorine-, bromine-, C1-C10-alkoxyalkyl- or cyano-substituted C1-C20-hydrocarbon radical, with the proviso that on any giv

Abstract: A system and method for securing an insulated concrete wall form to an existing support/bracing structure such as a strongback for keeping the form straight and plumb during construction. The attachment system uses a flexible member, such as a tensioning plastic strap, to hold the strongback against insulated panels of the insulated concrete wall form. Openings are cut through the insulated panels to provide a pathway for the strap. A horizontal anchoring bar is positioned in the insulated concrete wall form to secure the strap. The strap is threaded through one of the openings, wrapped around the anchoring bar and then threaded out through the other opening. The strap is wrapped around a strongback and the ends of the strap are secured using a crimp connector. A wedge may also be inserted between the strongback and the strap and pressed downwardly to adjust the tension of the strap and align the insulated concrete wall form against the strongback.

Abstract: A method of lining a channel can be provided which includes the steps of: installing at a work site a roll having wound thereon a rigid or semirigid plastic pipe shaped initially in the form of an approximately round tube and deformed from the initial form to a flat tubular form, paying off the pipe as softened by heating from the roll installed at the work site toward an inlet of the channel to be lined, and folding the paid-off flat pipe in two to a U shape at a position between the roll and the channel inlet. The U-shaped pipe is hardened by forced cooling from outside immediately after the folding step while being restricted in shape, then inserted into the channel while being thus hardened and thereafter restored to the initial form by being inflated with heat and pressure applied from inside, whereby a lining of improved quality can be formed with an improved work efficiency.

Abstract: A method for inverting the convex configuration of a liquid-product storage-tank bottom is described for providing greater efficiency in the removal of undesirable materials that normally accumulate on the tank bottom. A layer of material having plastic properties is placed over the conventional tank bottom except for at least one section from the center of the tank base to the edge. The material with plastic properties hardens over time, thus producing a new bottom having a center at a level below the level of the edge. The part over which the material having plastic properties was not placed forms a flow gutter which leads the liquids and sediments which have to be drained off to the edge.

Abstract: A construction form for building an insulated concrete reinforced wall includes separable and independently usable lintel block and post block sections, made from injection molding Styrofoam. The lintel block section includes a channel extending horizontally and fully along its top portion. The channel includes multiple knock-out plugs within the bottom wall. The lintel block section also has multiple parallel and vertically spaced apertures with one end opened at a lower end, and extending upward to a closed end terminating at one plug within the bottom wall of the channel. The post block section is stackable with the lintel block section.

Abstract: A spreader pipe for use in erecting concrete walls. The spreader pipe may contain at least one hole in its wall which is then covered with an impermeable cuff to prevent the poured concrete from passing into the spreader pipe. Once the wall has been erected and the boarding plates removed, grout may be injected into the spreader pipe in such a manner that it flows through the at least one hole and passes from the cuff into the hollow spaces and cracks in the concrete wall around the spreader pipe thereby making the concrete wall substantially waterproof. Alternatively, the spreader pipe may contain weak spots, rather than the at least one hole, which are punctured by the pressure of the grout being forced into the spreader pipe, thereby filling the hollow spaces and cracks in the concrete wall around the spreader pipe.

Abstract: A method for making a floor that slopes toward a drain includes the steps of enclosing a predetermined area of a flat support surface around the drain with upstanding border members, positioning an annular ring in closely spaced, concentric relation around the drain, arranging a plurality of straight form members in radial relation to the drain, connecting a radially innermost end of each form member to the annular ring so that the top edge of each form member is spaced downwardly from the plane of the drain by a distance equal to a tile thickness, and positioning an outermost end of each form member in abutting relation to the border member. Each form member has a height at its innermost end that is less than a height of its outermost end A cementitious material is poured into the predetermined area and the material is made flush with the respective top edges of the form members. An auxiliary form member is attachable to a trailing end of each form member to increase the versatility of the method.

Abstract: A spacing tool to be inserted between a form and a foundry furnace during installation of the form in the foundry furnace comprises a first longitudinally extending member to contact the foundry furnace. A second longitudinally extending member is coupled to the first member. The first and second members define opposed surfaces to contact the form and foundry furnace respectively. The second member is moveable relative to the first member to alter the distance between the opposed surfaces and set the spacing between the form and the foundry furnace. During a foundry furnace relining process, a plurality of spacing tools are used at circumferentially spaced locations to center the form within the foundry furnace.

Abstract: A process is disclosed for producing prills comprised of ammonium dinitramide The prills can include, if desired, one or more thermal stabilizers, and processing aid(s). Solid particulate ADN is introduced into the top of a melting column, allowed to melt to form pre-prills while passing through a hot-zone ("heated zone") in the prilling column. The pre-prills are allowed to spheridize in the presence of an upwardly blown inert medium which is counter current to the path of the ADN in the prilling column. The flow is designed not to blow the ADN out of the prilling column. The rate of spheridization (prill formation) can, if desired, be accelerated by providing additional cooling, such as refrigeration, to the cooling zone in the prilling column. The ADN prills are suitable for use in propellants.

Abstract: Method and apparatus for forming a raised gripping surface along the peripheral edge of poured aggregate swimming pool coping. Utilized therein is a form board including a recess to form a first portion of the gripping surface and an aggregate dispensing mule to form a second portion of the gripping surface in a contiguous relation to the first portion. A finishing tool joins both portions into a combined unitized structure.

Abstract: A structural member for reinforcement of asphalt and concrete roadways and other products, and which includes a gridwork of warp strands and weft strands which are disposed at right angles to each other and so as to define an open structure. In one embodiment, the gridwork is impregnated with a thermosettable B-stage resin so as to interlock the strands at their crossover points and maintain the gridwork in a semi-flexible state, and after being applied to the product to be reinforced, the resin is heated to convert the same into a fully cured composite to thereby rigidize the gridwork and reinforce the product. In cases where the product to be reinforced is heated, such as asphalt paving, the heat of the product provides the heat necessary to fully cure the resin in situ. In another embodiment, the resin is fully cured to rigidize the gridwork prior to its being applied to the structure to be reinforced. A method of producing the resin impregnated gridwork is also disclosed.

Abstract: A construction panel for use in the erection of buildings comprising a panel of castable construction material of predetermined thickness, and having first and second sides; a plurality of structural members, reinforcing the panel on one side, at least some of the structural members comprising a generally linear edge, and a generally zig-zag edge, and a web extending between the linear edge and the zig-zag edge, the zig-zag edges defining apexes, and root portions; the apexes, being embedded in one side of the panel thereby securing at least some of the structural members to the panel; recesses formed in the web extending substantially from the apexes to the root portions; and, generally triangular indentations formed in the web throat portions adjacent to but spaced from the recesses. Also disclosed is a method of constructing a level portion of a building.

Abstract: A liquid compound or a compound solution is kept in contact with the surface of a solid material, such as a synthetic resin, glass, metal, or ceramic, radiation selected from ultraviolet radiation, visible radiation, and infrared radiation is irradiated on the interface between the surface of the solid material and the liquid compound or compound solution to optically excite the surface of the solid material and the liquid compound or compound solution, thereby effecting substitution with a chemical species in the liquid compound or compound solution, depositing the chemical species, or performing etching with the chemical species.

Abstract: The present invention generally relates to a system for manufacturing horizontally precast panels of moldable material which panels require shaped surface patterns. More particularly, the invention relates to a system for manufacturing horizontally precast concrete panels formed of concrete, for use in vertical wall systems, with one or more shaped surfaces.

Abstract: Surface reactors for propellants operate with a copper/tin alloy and convert unsaturated hydrocarbons at low concentration into tin organics that are extremely highly ignitable and therefore act as ignition nuclei in the combustion of propellants. However, it loses some of its effect when used to form ignition nuclei in propellants. This is improved by melting the granular material in an alloy made from tin with at least one solution-activating alloying constituent, and then quenching it in an oxidation-preventing medium of the granular material so as to produce a particle size of up to 3 mm diameter and a large surface area. The novel granular material has a substantially larger surface area than granular material previously used for this purpose. Its efficiency is thus higher than previously possible.

Abstract: A method for producing substantially spherical energetic compounds such as ammonium dinitramide (ADN) which minimizes the time during which the ADN is melted involves providing solid ADN, feeding the ADN at a controlled continuous rate to a heating means, melting the ADN, the melted ADN being fed continuously to a non-solvent cooling fluid maintained at a temperature below the temperature of solidification of the ADN, the cooling fluid agitated in a manner which promotes the formation of droplets of controlled size which solidify in the cooling fluid to produce substantially spherical ammonium dinitramide in a particle size corresponding to the droplet size.

Abstract: A method of forming an opening in a concrete structure. The method includes providing reinforcement wire for reinforcing the concrete structure. First and second bodies are attached to the reinforcement wire at a selected location so that the first and second bodies are on opposite sides of the reinforcement wire. The concrete structure is formed over the reinforcement wire. The first and second bodies are removed from the concrete structure to expose the opening.

Abstract: A process for placing a color graphic image in an ice structure requires a substrate of material which is suitable for use in a four-color (CMYK) printing method, which generally retains its shape upon exposure to water or aqueous solution, and which is air permeable. A decal is produced by printing the image on the substrate using the four-color printing method. The decal is placed onto a surface of the ice structure and coated with water which, once frozen, embeds the decal and image thereon within the ice structure. The substrate should become transparent or dissolve after being embedded in the ice structure. The process is suitable for ice hockey rinks, curling rinks, decorative ice sculptures, and the like.

Abstract: There is provided a self-supporting insulated deck structure for buildings whereby the deck can be constructed inexpensively and efficiently and can attain a desirable fire rating in addition to improved sound absorption properties. The self-supporting insulated deck structure is made of a cementitious material and has no exposed structural steel members. Formwork for the insulated deck structure is made of integral panels formed from foam insulation members, fire retarding boards, and sound attenuating boards. The integral panels are supported on shored steel support brackets. Once the cementitious material cures, the shoring is removed as the deck structure is self-supporting. The adjacent integral panels provide the insulated deck structure with desirable fire rating and sound absorption properties.

Abstract: A watergel explosive composition is described which contains an oxidiser salt, a sensitiser, a thickener, a crosslinking agent, a fuel and less than 8%, by mass, of the composition of water. The explosive composition is cap sensitive in packages or cartridges having a diameter of about 26 mm or less at temperatures below about 5.degree. C. when detonated with a standard number 6 strength detonator. The explosive composition does not require a supplementary sensitisor or a perchlorate salt to achieve this cap sensitivity. A method of producing the explosive composition by separately preparing a thickened aqueous phase and a dry phase, and allowing the thickened phase to stand for a period of time before the mixing of the two phases, as well as explosive paper cartridge containing the watergel explosive composition, are also described.

Abstract: A method is provided for installing a refractory lining in a blast furnace or other metallurgical vessel. A consumable form is installed along an inner surface of an outer shell of the metallurgical vessel. The consumable form is spaced apart from the outer shell. The metallurgical vessel is then filled with burden, which supports the consumable form. Casting composition may then be inserted between the consumable form and the outer shell. The casting composition is heated for a period of time before the burden is ignited. Cables which are lowered from the top of the vessel and secured at a lower end of the vessel may be used. Tubes mounted on panels may be threaded along the cables to position the panels in constructing the consumable form.

Abstract: Apparatus for injecting grout into a spreader pipe used in the erection of concrete walls. The apparatus has a central jet tube containing holes and having a nozzle locking cap mounted on one end. A jacket containing injection holes encases the jet tube in a manner which covers the holes in the jet tube. The apparatus also contains two draw-in hoses on both sides of the jacket that encases the jet tube. The draw-in hoses operate selectively to bulge out in an axial direction, thereby sealing off an interspace within the spreader pipe between the draw-in hoses and allowing grout to be pumped into the spreader pipe.

Abstract: A new Concrete Corner Form for expediting the process of laying out and setting up concrete forms. The inventive device includes a pair of corner support wall members integrally joined at one end and orthogonally oriented relative to one another, and a pair of cross braces each fixedly mounted to a bottom edge of each of the pair of corner support wall members and diagonally oriented thereto. Each of the pair of cross braces extend beyond the pair of corner support wall members so as to form a ledge for supporting a concrete form placed against one of the pair of corner support wall members. Each of the pair of corner support wall members has a plurality of holes therethrough for receiving fasteners. As such, a concrete form placed against one of the pair of corner support wall members is secured thereto by a fastener driven through one of the plurality of holes and into the concrete form.

Abstract: Parallel spaced grooves are cut within the surface of an existing reinforced concrete member in the direction of bending and at locations where existing tensile reinforcing is inadequate. Elongated reinforcing elements, such as composite rods with continuous carbon fibers, are positioned within the grooves, after a curable bonding material, such as an epoxy resin, is inserted into each groove so that the bonding material surrounds the reinforcing element. The material is formed flush with the surface and allowed to cure to bond each reinforcing element to the concrete defining the corresponding groove. The grooves and reinforcing elements extend within the top surface of a concrete slab across a beam or support for the slab, extend within the bottom surface of the slab at least fifty percent of the distance between adjacent supports for the slab, or within a vertical surface of a concrete or masonry wall or column.

Abstract: A process for preparing energetic materials by (1) dissolving a vinylidenuoride-hexafluoropropylene copolymer in a ketone that is acetone, methyl ethyl ketone, or mixtures thereof, (2) adding polytetrafluoroethylene particles and reactive metal (magnesium, aluminum, or their alloys) particles to form a slurry, (3) adding CO.sub.2 to the slurry to precipitate out the copolymer which then coats the polytetrafluoroethylene and reactive metal particles, and (4) separating the copolymer-coated particles from the ketone and CO.sub.2.

Abstract: A method for constricting a wall of a building includes the steps of providing a footing form to outline a horizontal dimension for the wall; pouring wall form ring material between opposing sides of the footing form and allowing the poured wall forming material to set to provide a wall base; attaching a first wall form of predetermined height to a side of the footing form to define a vertical dimension of the wall to be built; attaching a wall component structure to an inside surface of the first wall form at a desired location for the wall component on the wall; attaching a second wall form to an opposite side of the footing form a predetermined distance apart from the first wall form according to a desired width of the wall; pouring wall forming material between the first and second wall forms to form the wall, the wall forming material being poured around the wall component structure; and, allowing the wall forming material to set between the wall forms and around the wall component structure.

Abstract: A method of sealing a polymeric lining of a manhole and the sewer lines communicating with the manhole which comprises forming insitu an integral substantially continuous monolithic polymeric coating or lining on the interior surface of the manhole adhered to the interior surface and substantially simultaneously forming a generally tube-shaped polymeric sealing member coaxially aligned with the manhole opening having an interior diameter generally equal to the interior surface of the manhole opening which is integral and continuous with the polymeric lining of the manhole preferably by spraying the interior surface of the manhole with a polymeric material having an isocyanate-terminated compound, most preferably a polyurea, then substantially simultaneously forming the tube-shaped polymeric sealing member of the same material as the manhole lining.

Abstract: A thermoplastic liner is extruded in cylindrical form and deformed at a temperature below the crystallization temperature of the polyethylene material forming the liner into a generally W-shaped configuration. The liner in that configuration has three convex lobes and two concave lobes along one side of the liner with a convex portion of the liner wall along the opposite side. The cylindrical liner is initially extruded in cylindrical form and deformed by a series of axially spaced sets of rollers progressively inclined toward a vertical position wherein the final W-shaped configuration of the liner is formed. The liner has a cross-section in any direction less than one-half of the diameter of the liner when expanded into a cylindrical configuration. The deformed liner is coiled about a reel. At an installation site, the liner is pulled from the reel through the pipe and sealed at opposite ends. Steam under pressure expands the W-shaped liner to a cylindrical configuration to line the pipe.

Abstract: Methods of lining the internal surface of a pipe, include first inserting two lining pigs into the pipe and then introducing a batch of resin thereinto, or inserting one lining pig between two batches of a resin, or first inserting a lining pig and then inserting two batches of a resin with another lining pig therebetween, or first introducing a lining pig made of a soft material capable of deforming so as to pass through a narrow-passing section and then introducing a batch of a resin into the pipe, causing the resin to move forward until the front end of the resin reaches an inner end of the pipe, and sucking the resin back from the inner end so as to line the internal surface of the pipe with the resin. The methods use improved liquid blocking pigs for use in pipe lining treatment, each of such pigs includes a spherical body made of a soft resilient material and at least one flexible liquid barrier diaphragm interposed in the spherical body.

Abstract: A reusable anchor bolt template (10) and method for suspending an anchor bolt (56) into a concrete material (53) and adapted to be fastened to a single form element (54) at a top end and a bottom end of the form element (54). The preferred embodiment (10) of a reusable anchor bolt template is comprised of a form plate (11) that engages and rests upon the top portion of the form element (54). Adjustably attached to the form plate (11) is a securing strap (12) for engaging the bottom end of the form element (54), thereby securing the template (10) to the form element (54). Attached to the form plate (11) is a means for suspending an anchor bolt (56) into poured concrete (53), preferably comprising a first and second primary support elements (18, 19) attached in cantilever fashion to the form plate (11). In the preferred embodiment (10), two parallel secondary support members (27, 28) are adjustably attached at each end to the first and second primary support members (18, 19).

Abstract: A patterned shaped article is produced on a given surface by a method including the steps of disposing a partition body on the given surface, temporarily fixing a plurality of cut pattern pieces to the upper surface of the partition body or the upper surface of a mesh member disposed on the partition body so that the cut pattern pieces are disposed adjacent to each other to constitute a pattern to be formed, unfixing one of the cut pattern pieces from a portion of the upper surface to which a pattern-course material is to be supplied, supplying the pattern course material to the portion, repeating the unfixing and supplying steps until the partition body is filled with a prescribed amount of pattern-course materials, removing the partition body alone or together with the mesh member from the pattern-course materials, and allowing the pattern-course materials to set into the patterned shaped article on the given surface.

Abstract: A method for repairing industrial facilities at high temperatures using at least one prefabricated element made of a -mullite-crystallized refractory product with an alumina content of 30-85%, preferably 50-80%, made of refractory materials securely attached to the structure of the facility by using an oxygen containing carrier gas stream to spray a mixture of particles capable of exothermically reacting with the oxygen and particles of a refractory material, whereby a coherent refractory mass is formed in situ for attaching said element to said structure.

Abstract: A method for manufacturing a tile having a desired pattern. The pattern goes through the tile in the thickness direction. For manufacturing such a tile, e.g. a partition plate 84 is disposed in a pressure forming die 91 so as to divide its inside space into an outer forming space 95 and an inner forming space 96. Light black granules and light red granules are filled respectively in the outer and inner forming spaces 95, 96. Then, the partition wall 84 is taken out from the die 91, and lining granules are filled over the colored granules. Thereafter, they are pressed into one body and burned.

Abstract: A construction panel for use in the erection of buildings comprising a panel of castable construction material of predetermined thickness, and having first and second sides; a plurality of structural members, reinforcing the panel on one side, at least some of the structural members comprising a generally linear edge, and a generally zig-zag edge, and a web extending between the linear edge and the zig-zag edge, the zig-zag edges defining apexes, and root portions; the apexes, being embedded in one side of the panel thereby securing at least some of the structural members to the panel; recesses formed in the web extending substantially from the apexes to the root portions; and, generally triangular indentations formed in the web throat portions adjacent to but spaced from the recesses. Also disclosed is a method of constructing a level portion of a building.

Abstract: A system for filling a gap between jacket ends at a joint between two lengths of jacketed pipe is disclosed, comprising: a mold and two pairs of side straps encircling the mold. The mold comprises a sheet of material having first and second ends and opposing side edges, the sheet including a pair of slots cut into the side edges at a predetermined distance from the second end and defining a flap. One pair of straps encircles the mold but passes under the flap through the slots. The second pair of straps encircles the mold and passes over the flap. The mold is positioned around a pipe joint so as to define an annular gap and an infill material is placed in the gap.

Abstract: A method for producing substantially spherical energetic compounds such as ammonium dinitramide (ADN) which minimizes the time during which the ADN is melted involves providing solid ADN, feeding the ADN at a controlled continuous rate to a heating means, melting the ADN, the melted ADN being fed continuously to a non-solvent cooling fluid maintained at a temperature below the temperature of solidification of the ADN, the cooling fluid agitated in a manner which promotes the formation of droplets of controlled size which solidify in the cooling fluid to produce substantially spherical ammonium dinitramide in a particle size corresponding to the droplet size.

Abstract: A method of making a combination concrete panel wall, concrete window frame, and concrete sash glazing frame. The sill, lintel, and jambs of the window frame are fiber-reinforced concrete extrusions which are cut to length and cemented together. The hardened frame is placed in a concrete panel molding frame to locate and define a window opening. The concrete panel wall grout is then poured and dovetail-type mortise and tenon joints are precast in the exterior faces of the window frame which abut the poured concrete wall panel plastic grout, to permanently mold and interlock the window frame to the panel wall. The sash members are fitted about a window pane which is located in interior grooves in the sash members and then glazed. Sealing means interconnect the sash to the window frame to provide a condensation-resistant, water-tight, air-tight, heat and fire-resistant concrete wall closure.

Abstract: A method of securing an architectural finish element to a surface ultimately formed by a castable material cast about a mesh material involves securing at least one projection to a backing surface of the architectural finish element such that the projection extends away from the backing surface. The castable material is then cast about the mesh material. The projection is then inserted into the castable material before the castable material has set, until the backing surface rests on the surface of the castable material, whereupon the projection co-operates with the mesh material to engage therewith. The castable material is then permitted to set about the projection, thereby firmly securing the projection in the castable material and securing the architectural finish element to the castable material and the mesh material.

Abstract: A method and apparatus for quickly and inexpensively providing a constant extrusion pressure for pipeline lining with a mortar. A mandrel is inserted in a pipeline section with a slug of mortar ahead thereof. A pushing force is applied thereto to overcome resistance to movement thereof. A constant tension pull is applied to the mandrel to effect relatively constant but effective extrusion pressure between the mandrel and the pipeline wall for extrusion of mortar on the inner wall of the pipeline section.

Abstract: A recessed lighting fixture includes a back housing which is secured to a form board for receiving poured concrete such that the concrete sets around the housing to form a recessed area in a concrete structure. The form board is joined to a stiffener plate to support the housing under the force of the concrete. The form board and stiffener plate are removed from the back housing and the internal components of the lighting fixture are disposed in and secured to the interior of the back housing to form a recessed lighting fixture which is flush with the surface of the structure, for example a concrete wall. The internal components of the fixture may subsequently be removed and replaced should the need arise as only the back housing is fixed to the concrete wall.