Abstract: A method and system for covering industrial wood plank or wood block floors that can be installed quickly without creating a hazardous environment or hazardous wastes and without the necessity of removing installed equipment. Sand is swept over the wood to fill voids and cracks. Next metal lath is stapled to the wood. A first layer of epoxy is poured onto the metal lath. After this is cured, a second coat of finish epoxy can be installed on the first epoxy layer. When this dries, the job is done and operations can be restarted, or an optional topcoat can be applied. The epoxy material used can be self-leveling for ease of application and the final floor is approximately level. The finished floor is flexible to not crack under heavy loads and to absorb shock.

Abstract: The invention is primarily directed to a system and method of selectively repairing asphalt-based shingles having embedded granular material. The system and method of the invention also comprises the use of devices specifically designed and used to template repaired shingles and protect surrounding shingles from adhesives and a shingle frame device to aid in applying, leveling and compressing granules onto the damaged shingle. The system and method of the claimed invention comprises the steps of removal of debris from the damaged area, application of a base coat adhesive to the damaged area, embedding color-matched granules in the base coat and application of a top coat sealant that permanently bonds the repaired layers to the original roofing material.

Abstract: A low cost method for constructing barriers to eliminate a flat or low pitch roof's low spots. Puddles, if allowed to stand there, shorten the roof's life and can do structural damage to the roof deck. Each barrier includes a flexible membrane initially sized and shaped and then positioned to cover at least one low spot and substantially overlap the latter's edges. So positioned, the membrane is heat welded or otherwise joined to form a continuous watertight seal, along its outer periphery, between the membrane and an existing roof deck covering and, when the low spot is next to a parapet, the existing parapet covering as well. Filled with a solidified plastic foam sandwiched between the membrane and the existing covering(s), such barriers, once they have been mechanically fastened to the roof deck and, if necessary, to the parapet, permanently direct storm water away from each of the roof's barrier-covered low spots.

Abstract: A seal assembly (10) is provided for sealing a core hole (52) formed in a concrete slab (54) having opposite first and second surfaces, with the core hole (52) extending between the first and second surfaces. The seal assembly (10) comprises a cover assembly (12) having a cover plate (14) that is configured for engaging the first surface of the concrete slab (54) and seating over and covering the core hole (52). The cover assembly (12) has a lower plate (16) that is configured for being received within the core hole (52). The lower plate (16) is coupled to the cover plate (14) through a support member (20) so that the lower plate (16) is spaced apart from the cover plate (14) when the cover plate (14) is seated over the core hole (52) to define a cavity between the lower plate (16) and the cover plate (14). A locking element carrier (26) is coupled to the cover assembly (12).

Abstract: Methods are provided for repairing an existing structure to cover at least a portion of the existing structure with a repair structure. Such methods comprise mounting one or more standoff retainers to the existing structure; coupling one or more standoffs to the standoff retainers such that the standoffs extend away from the existing structure; coupling one or more cladding panels to the standoffs such that the panels are spaced apart from the structure to provide a space therebetween; and introducing a curable material to the space between the panels and the existing structure, the panels acting as at least a portion of a formwork for containing the curable material until the curable material cures to provide a repair structure cladded, at least in part, by the panels. Corresponding apparatus for effecting such methods are also provided.

Abstract: A dual stage plug assembly 10 which provides a first sealing stage which is cooperatively provided by the insertion members 12, 14 (including the unexpanded portion 24) and a second sealing stage which is provided by selectively expandable member 24. The plug assembly 10 is selectively inserted into a hole, such as hole 80, which is formed in a tangible entity, such as basement wall 82, and the members 12 and 14 cooperates with member 24 to seal the hole 80, thereby preventing water and/or other liquid from entering and passing through the hole 80.

Abstract: A port anchor system and method for anchoring and cementing adjacent and often separated leaves (layered structures) of masonry. The method and various embodiments have the capability of being used for anchoring, cleaning and flushing of old mortar, and injecting grout into internal masonry voids, thereby tying and re-cementing or cementing the masonry mass back together. Various embodiments of anchor systems are provided for performing the various methods, more particularly, some of the embodiments describe port anchors which are used to clean and flush the old mortar and then grout fill the void between adjacent masonry leaves while other embodiments are used to grout fill the void.

Abstract: This invention is directed to a main beam having a distal end that contacts a high side of a slab to define a pivot point; an anchor removably attached to a low side of the slab; a coupling attached between the anchor and the main beam so that when a proximal end of the beam is raised, the low side of the slab is raised; a jack coupled to the distal end for raising the proximal end of the main beam; a void defined between the surface under the slab and a bottom side of the slab when the slab is raised; and, filler material inserted in the void so that when the filler supports the slab after the anchor and beam are removed resulting in an evened slab.

Abstract: The apparatus disclosed herein serves as a termination point for a connection of metal pipe, plastic pipe, flexible pipe, or duct elbows to a diffuser through a wall, ceiling, or similar surface structure. The projection portion of the apparatus into which the diffuser is installed is substantially rigid, and thus generally prohibits deformation and damage as the apparatus and surrounding surface/structure is installed. For modification, break points and tear-away markers may be provided to aid in removal of portions for specific applications such as low internal clearance.

Abstract: A wall repair apparatus, system, and method to repair localized wall damage and easily support an installed wall repair patch are disclosed. The disclosed embodiments provide a convenient way to both position and align a wall repair patch with the outer face of the wall surface and support it in place from within the wall cavity. The wall repair apparatus supports and reinforces a wall repair patch to prevent the wall repair patch from moving within a repaired wall, thus causing further damage. The wall repair apparatus comprises a female interlocking member and a male interlocking member that are appropriately sized to securely fit inside of a wall cavity, behind a wall repair patch. A male interlocking member with annular rings is sized to fit within a female interlocking member to form a tension-fitted wall repair apparatus that spans a wall cavity and supports a wall repair patch.

Abstract: The induced macro-cell corrosion prevention method includes the step of replacing a corroded or chloride-contaminated section of a steel reinforcement or rebar in steel-reinforced concrete with a new rebar section free of chloride. A non-conductive insulating buffer is placed between the end sections of the new rebar and the corresponding end sections of adjacent chloride-contaminated rebar sections in order to form a non-conductive layer between the new steel and the old steel. This prevents or substantially reduces formation of a macro-cell that would cause a galvanic reaction to occur and increase corrosion potential.

Abstract: A method and system for repairing a crack in a concrete structure is provided including securing a plurality of ports at spaced intervals along the crack, adhering a carbon fiber panel to the concrete structure over the top of a crack, and injecting epoxy into each of the plurality of ports to fill the crack while the adhered carbon fiber panel seals the injected epoxy within the crack to provide a reliable epoxy-filled crack repair process.

Abstract: Disclosed is a system and method for providing a concrete crack repair system that is capable of providing a pressurized seal that continues to resist the ingress of water even as the crack continues to open and close over time. A compressible seal is provided that may be inserted into and adhesively joined to a machined groove that follows the contour of the crack in the concrete surface. After its installation in the machined groove, grout may be injected into the machined groove below the compressible seal so as to fill the space between the compressible seal and the bottom of the machined groove, which grout may also flow into the groove that is adjacent the bottom of the machined groove, thus allowing pressurized grouting of the crack itself. The compressible seal may also include an interior, hollow chamber that may allow inflation of the compressible seal within the machined groove, thus forming a permanent pressurized seal above the crack.

Abstract: A seal assembly (10) is provided for sealing a core hole (52) formed in a concrete slab (54) having opposite first and second surfaces, with the core hole (52) extending between the first and second surfaces. The seal assembly (10) comprises a cover assembly (12) having a cover plate (14) that is configured for engaging the first surface of the concrete slab (54) and seating over and covering the core hole (52). The cover assembly (12) has a lower plate (16) that is configured for being received within the core hole (52). The lower plate (16) is coupled to the cover plate (14) through a support member (20) so that the lower plate (16) is spaced apart from the cover plate (14) when the cover plate (14) is seated over the core hole (52) to define a cavity between the lower plate (16) and the cover plate (14). A locking element carrier (26) is coupled to the cover assembly (12).

Abstract: Various corner element embodiments, 100, 700 may comprise various concentric circle attributes useful in stopping or reducing cracks in stucco and related building materials. The corner element embodiments may be secured at widow and door corner areas and then integrated with traditional stucco applications. The concentric circle attributes and other corner element attributes dissipate stucco movement to reduce stucco heave and cracks.

Abstract: A composite material used to repair concrete. The composite material includes a first fiber system including at least one fiber layer. Each fiber layer includes a plurality of fibers. The binding material secures together the plurality of fibers. The composite material is positioned and secured in a slot cut in a concrete structure.

Abstract: This invention is a method and apparatus for repairing a hole in a surface with a perforated repair patch. The repair patch, which is affixed to and substantially cover over the hole, is indented inwards by applying cement compound into its perforations and pushing the repair patch into the hole as the cement compound hardens. A layer of drywall compound is then applied over the indented repair patch to smooth it with the rest of the wall. The perforated repair patch may include an additional layer of mesh sheet material to minimize cracking of the drywall compound.

Abstract: A dual stage plug assembly 10 which provides a first sealing stage which is cooperatively provided by the insertion members 12, 14 (including the unexpanded portion 24) and a second sealing stage which is provided by selectively expandable member 24. The plug assembly 10 is selectively inserted into a hole, such as hole 80, which is formed in a tangible entity, such as basement wall 82, and the members 12 and 14 cooperates with member 24 to seal the hole 80, thereby preventing water and/or other liquid from entering and passing through the hole 80.

Abstract: According to the present invention, a fastener system is provided having an anchor (20) and a washer (40). The anchor includes an upset stud shaft (28) to which the washer is attached. The fastener system is preferably used in the inventive method of restoring/applying cladding such as plaster or plaster-like materials such as stucco. According to the inventive method, the anchors of the fastening system are driven into the building structure before application of a moisture barrier membrane. After application of the membrane, a support mesh (90) is secured to the anchors using the washers (40). This allows the membrane to provide a watertight seal around the fasteners. The inventive method may be used in new construction or restoration.

Abstract: A method and system for covering industrial wood plank or wood block floors that can be installed quickly without creating a hazardous environment or hazardous wastes and without the necessity of removing installed equipment. Sand is swept over the wood to fill voids and cracks. Next metal lath is stapled to the wood. A first layer of epoxy is poured onto the metal lath. After this is dry, a second coat of finish epoxy, possibly colored as desired, can be installed on the first epoxy layer. When this dries, the job is done and operations can be restarted. The epoxy material used can be self-leveling for ease of application and the final floor is approximately level. In a particular embodiment, a layer of plastic can be placed over the floor before the lath is installed, and in another embodiment, the second layer of epoxy can be omitted.

Abstract: A drywall patch is coated with a premeasured amount of joint compound in its wet state making it immediately available for application to a wall surface. The patch with compound is sealed in an airtight wrapper or between unsealed wrapper halves which are in turn sealed in a surrounding airtight package so that the joint compound stays moist and will not harden over time. The wrapper includes a peel-away adhesive dry patch. In use, the dry patch is first applied over a crack or hole to be repaired. The wrapper and compound are applied directly over the dry patch and, while the wrapper remains in place, pressure is applied to smooth the compound over the patch and removed after the compound has dried. The wrapper is preferably composed of microporous breathable plastic film.

Abstract: One or more crack inhibitors can be installed to improve fatigue performance by producing stress states that prevent or inhibit crack initiation. Crack inhibitors can also prevent or retard crack growth. A mandrel can be used to radially expand the crack inhibitors to both induce compressive residual stresses and to form an interference fit between the crack inhibitor and a workpiece. The mandrel can be removed from the installed crack inhibitor, which is left in the workpiece to ensure proper stress states are maintained.

Abstract: The present invention relates to a multi-layer fluid delivery device for post-installation in-situ barrier creation. The device provides a medium for post-installation injection of remedial substances such as waterproofing polymeric resins or cementitious materials, insecticides, mold preventatives, rust retardants and the like. The device comprises a first layer and a second layer, with optionally an intermediate layer therebetween, and a plurality of tubes extending outwardly from the first layer. The first layer is preferably semi-permeable; the second layer is non-permeable; the optional intermediate layer is a void-inducing layer. The multi-layered device is attached to a structural substrate and a construction material such as concrete or shotcrete is applied against its surface (and around the plurality of tubes). Thereafter, a free flowing active substance can be injected through the tubes to fill the air space in the multi-layered device.

Abstract: A demountable and remountable wall assembly for partitioning room space between an overhead and a floor, the major elements of which are reusable. The assembly provides one or two walls, at lease one of which has an outer fastener-free surface. Additionally, the fastener-free surface may be made substantially smooth and seamless. The walls are arranged in planar congruence, separated by internal spacers or studs, and vertically positioned between the overhead and floor of the room space to be partitioned. Removable tracks or spacers at the top and bottom of the wall assembly serves to interface the wall assembly with the floor and ceiling of the space. The walls are constructed of either finished or unfinished wall panels (e.g., fabric covered or sheet rock panels) which are incorporated into the assembly using a combination of removable fasteners and releasable adhesives. The finished or exposed area of a wall surface includes no fasteners.

Abstract: The present invention provides a wallboard patching and repair system and method that are quick and easy to install and provides a stronger wall repair than available systems. The system allows a wall to be repaired with or without the use of mechanical fasteners. The invention comprises a system comprising, patch support members that are placed behind the edges of a damaged opening in wallboard and where a portion of each member is placed behind the wallboard at the edge of the opening and the remaining portion extends into the opening to support a wallboard patch. In one embodiment the invention is a kit comprising system components.

Abstract: A flangeless mounting system, suitable for in-wall speakers and other components, includes a panel that is finished to provide at least a superficially continuous junction between the edges of the panel and the surrounding wall, ceiling, or other structure. A rim advantageously extends outwardly from a first surface of the panel by a small distance, which in currently preferred embodiments is about 1/16th inch to ?th inch,. A collar is preferably installed about the inner edge of the opening, and a receiver is attached to the collar or directly to the panel. Magnetic, threaded, detent, and frictional means are contemplated for maintaining the component in position relative to the receiver.

Abstract: The drywall repair system comprises at least one drywall patch template. The drywall patch template comprises a square made of gypsum plaster as cut to a pre-determined repair-area-size, which is pressed between a first and a second paper boundary sheet layer. The first paper boundary sheet layer extends outwardly from the outer edge of the square made of gypsum plaster thereby creating a perimeter frame and comprises an area larger than the second paper boundary sheet layer which does not extend outwardly from the outer edge of the square made of gypsum plaster. The first paper boundary sheet layer, when the drywall patch template is installed, comprises tier which is located in front of the drywall wall and the square made of gypsum plaster is located within and adjacent the pre-cut hole in the drywall wall.

Abstract: A method and system for constructing a concrete waterstop joint between first and second concrete portions. The method may include applying a continuous longitudinal cementitious and reactive waterproofing grout strip to a joint area of the first concrete portion and then forming the second concrete portion over the grout strip. The system may include a first concrete portion having a joint area, a continuous cementitious and reactive waterproofing longitudinal grout strip connectable to the joint area, and a second concrete portion formable over the grout strip. There is also provided a use of a cementitious and reactive waterproofing grout strip in the construction of a concrete waterstop joint between first and second concrete portions.

Abstract: Disclosed is a system and method for providing a concrete crack repair system that is capable of providing a pressurized seal that continues to resist the ingress of water even as the crack continues to open and close over time. A compressible seal is provided that may be inserted into and adhesively joined to a machined groove that follows the contour of the crack in the concrete surface. After its installation in the machined groove, grout may be injected into the machined groove below the compressible seal so as to fill the space between the compressible seal and the bottom of the machined groove, which grout may also flow into the groove that is adjacent the bottom of the machined groove, thus allowing pressurized grouting of the crack itself. The compressible seal may also include an interior, hollow chamber that may allow inflation of the compressible seal within the machined groove, thus forming a permanent pressurized seal above the crack.

Abstract: A drywall patch is coated with a premeasured amount of joint compound in its wet state making it immediately available for application to a wall surface. The patch with compound is sealed in an airtight wrapper or between unsealed wrapper halves which are in turn sealed in a surrounding airtight package so that the joint compound stays moist and will not harden over time. The wrapper includes a peel-away adhesive dry patch. In use, the dry patch is first applied over a crack or hole to be repaired. The wrapper and compound are applied directly over the dry patch and, while the wrapper remains in place, pressure is applied to smooth the compound over the patch and removed after the compound has dried. The wrapper is preferably composed of microporous breathable plastic film.

Abstract: A seal assembly (10) is provided for sealing a core hole (52) formed in a concrete slab (54) having opposite first and second surfaces, with the core hole (52) extending between the first and second surfaces. The seal assembly (10) comprises a cover assembly (12) having a cover plate (14) that is configured for engaging the first surface of the concrete slab (54) and seating over and covering the core hole (52). The cover assembly (12) has a lower plate (16) that is configured for being received within the core hole (52). The lower plate (16) is coupled to the cover plate (14) through a support member (20) so that the lower plate (16) is spaced apart from the cover plate (14) when the cover plate (14) is seated over the core hole (52) to define a cavity between the lower plate (16) and the cover plate (14). A locking element carrier (26) is coupled to the cover assembly (12).

Abstract: A strip for use in sealing one or more roof penetrations comprising a strip including a plurality of panels positioned in a side-by-side manner, a plurality of flanges positioned in a side-by-side manner, a plurality of first hinges interconnecting the panels, and a plurality of second hinges interconnecting the panels with the flanges. The flanges being bendable relative to the panels. At least a portion of the strip configured to be disposed about the roof penetration to form a container for receiving sealant with the panels of said at least a portion of the strip extending generally perpendicular to the roof and the flanges of said at least a portion of the strip being bent relative to the panels to extend generally parallel to the roof. The remaining portion of the strip may be used to seal one or more other roof penetrations in a similar manner. A kit for sealing one or more roof penetrations including the strip, a container of adhesive and a container of sealant.

Abstract: A floor hole repair fixture has at least one vertical side wall and a bottom wall which together define an inner volume. The fixture is connected to a hole in a floor with one or more fasteners and is filled with a non-shrink grout. A depending rim or flange extending from the at least one side wall helps seat the fixture within the hole. Intumescent material may be coated onto or applied to external fixture surfaces before the fixture is inserted into the hole. Floor covering material is installed over the grout-filled fixture.

Abstract: A drywall repair patch is disclosed. It includes a coated sheet attached to an adhesively coated porous substrate, which includes a porous sheet and a layer of dry, water-hardenable cement product carried on at least one side of said porous sheet. The repair patch is free of any rigid supporting plate.

Abstract: Methods are provided for repairing an existing structure to cover at least a portion of the existing structure with a repair structure. Such methods comprise mounting one or more standoff retainers to the existing structure; coupling one or more standoffs to the standoff retainers such that the standoffs extend away from the existing structure; coupling one or more cladding panels to the standoffs such that the panels are spaced apart from the structure to provide a space therebetween; and introducing a curable material to the space between the panels and the existing structure, the panels acting as at least a portion of a formwork for containing the curable material until the curable material cures to provide a repair structure cladded, at least in part, by the panels. Corresponding apparatus for effecting such methods are also provided.

Abstract: The present invention relates to a method for post-installation in-situ barrier creation by application of a multi-layered device. A multi-layered device provides a medium for of remedial substances such as waterproofing resins or cements, insecticides, mold preventatives, rust retardants and the like. The multi-layer device preferably consists of three conjoined layers: first layer, intermediate layer, and second layer, and at least one piping. The first layer is preferably semi-permeable; the second layer is a non-permeable layer; the intermediate layer is a void-inducing layer. The second layer, intermediate layer, and first layer are fixedly attached, with the intermediate layer interposed between the second layer and the first layer. The multi-layered device is fixedly attached to shoring system exterior surface. At least one piping is engagedly attached to a panel of the multi-layered device. A structural construction material is constructed exterior the multi-layer device.

Abstract: A crack inducer controls propagation of cracks in set concrete containing reinforcing bars. The crack inducer has an elongated, rigid core that is relatively narrow in a direction that is parallel to outer surfaces of the concrete. The core has a core width in a first plane that intersects the outer surfaces of the volume, that is at least 20% of the concrete volume width so that a crack in the volume of concrete is induced to propagate from the core and along the first plane. A plurality of spaced cross-plates are connected to the core and a water-stop may be included around part of the core.

Abstract: Systems and methods for assembling multi-piece structural components, such as architectural columns, capitals, and bases, are disclosed. In one embodiment a column assembly is disclosed, comprising a first column portion and a second column portion. The first column portion includes a flange having a first keyed surface on which predetermined surface features are defined. The second column portion includes a second keyed surface that is configured to engage the first keyed surface. The second keyed surface includes a keying material having surface features that intermesh with the predetermined surface feature such that the first and second column portions are desirably aligned when mated. The surfaces features of the second keyed surface are defined in the keying material as a result of compressive engagement between the keying material and the predetermined surface features of the first keyed surface when the column portions are mated.

Abstract: A floor plug (40) is disclosed having an upper portion (41) with a top plate (44) and a neck (48), a lower portion (42) with a bottom plate (51), and post (32) which coupled the two portions together and draws them towards each other sandwiching the floor therebetween. The upper portion is positioned within the bore hole (20) and the lower portion is coupled to the post so as to be threadably drawn against the underside of the floor. Once the adhesive has cured a viscous smoothing compound or concrete floor leveler is poured over the floor plug upper portion and surrounding concrete floor area. If necessary, the concrete floor leveler material is smoothed to provide a generally smooth or level surface.

Abstract: A floor plug (10) is disclosed having a top plate (11) and a neck (12), the neck defining a top plate lip (14). To repair a bore hole (20) in a concrete floor (21) an adhesive (19) is applied to the underside of the lip (14) and the neck (12) is positioned within the bore hole (20). Once the adhesive has cured a viscous smoothing compound or concrete floor leveler is poured over the floor plug (21) and surrounding concrete floor area. If necessary, the concrete floor leveler material is smoothed to provide a generally smooth or level surface.

Abstract: The purpose of the present invention is to provide a shearing force reinforced structure of an existing RC structure body that can simply and surely ensure a predetermined pulling-out rigidity.

Abstract: A multi-layer covering includes a flexible fabric layer. The fabric layer may be a fluffy blanket or a mesh. The multi-layer covering further includes a metallic reflective foil (or paper) support layer, and a layer of adhesive protected by a peel-off backing layer for ease of applying the covering to a surface. When covering a wall, the covering is stuck to the wall and one or more protective coatings of paint render such as acrylic are applied to the blanket with a brush or roller or spray. The blanket provides an even surface when coated with render paint and avoids the need for extensive preparation of the wall. The covering may also be applied to floors, ceilings and roofs and covered with differing coatings, including acrylic render, plaster, paint, glue, and other surface treatments. The covering may be used to cover cracks and undulations in buildings and other structures.

Abstract: An assembly for reinforcing a structure is provided. The assembly generally includes a rigid sheet and a bracket. The rigid sheet is adapted to be adhered to the structure. The bracket includes a first leg and a second leg. The first leg is adapted to penetratingly engage the structure. The second leg adheres to the rigid sheet. The first and second legs extend substantially perpendicular to each other.

Abstract: A wall resurfacing kit for allowing users to quickly and easily resurface a damaged wallpapered surface includes a plurality of rectangular mesh screen sheets. The plurality of mesh screen sheets are made of fiberglass and are directly attachable to the wallpapered surface. The wall resurfacing kit further includes a reinforcing member. The reinforcing member is applied directly onto the mesh screen sheets such that the reinforcing member penetrates through the mesh screen sheets. The reinforcing member directly couples the plurality of mesh screen sheets to the wallpapered surface. The wall resurfacing kit further includes a set of instructions indicating a decoration mode. The decoration mode is used to decorate the wallpapered surface.

Abstract: A wall and door hole repair kit used for repairing a hole accidentally punched or intentionally cut during repair or remodeling of a wall or door. The repair kit includes a thin sheet first brace and a thin sheet second brace. A width of one or both braces is dimensioned for receipt inside the hole. Each of the two braces includes a round tube opening with a tube compression slit. The compression slits are disposed next to the tube openings. A small rubber or plastic tube is received through the tube openings in the first and second braces. An adhesive is applied to an inside surface of the first brace. The adhesive is used for securing the first brace to the inside of the wall or door and next to the hole. A portion of the tube is then inserted in the compression slits to hold the braces firmly against an inside and outside of the wall or door and next to the hole.

Abstract: A floor hole repair fixture has at least one vertical side wall and a bottom wall which together define an inner volume. The fixture is connected to a hole in a floor with one or more fasteners and is filled with a non-shrink grout. A depending rim or flange extending from the at least one side wall helps seat the fixture within the hole. Intumescent material may be coated onto or applied to external fixture surfaces before the fixture is inserted into the hole. Floor covering material is installed over the grout-filled fixture.

Abstract: A grout selector composed of a flat substrate, a coating on the substrate for simulating the color and/or finish of one of a plurality of grouts and fold lines for enabling the substrate to be folded and placed between adjacent bricks, tiles or other coverings to simulate the presence of grout.

Abstract: A wall repair and construction method and structure using foam, such as expanding foam, to fill large gaps and holes, and then top coating with plaster. The foam provides a strong, rapidly-cured support structure, and the plaster provides an attractive finish surface. Thus, holes can be repaired in substantially less time than conventionally, and maintain substantial strength. Additionally, construction of walls can be performed rapidly.

Abstract: A demountable and remountable wall assembly for partitioning room space between an overhead and a floor, the major elements of which are reusable. The assembly provides one or two walls, at lease one of which has an outer fastener-free surface. Additionally, the fastener-free surface may be made substantially smooth and seamless. The walls are arranged in planar congruence, separated by internal spacers or studs, and vertically positioned between the overhead and floor of the room space to be partitioned. Removable tracks or spacers at the top and bottom of the wall assembly serves to interface the wall assembly with the floor and ceiling of the space. The walls are constructed of either finished or unfinished wall panels (e.g., fabric covered or sheet rock panels) which are incorporated into the assembly using a combination of removable fasteners and releasable adhesives. The finished or exposed area of a wall surface includes no fasteners.

Abstract: Methods and systems for securing cored penetration in a concrete slab are described. The method and system may include providing a concrete hole plug. The concrete hole may include a lower hole plug and a top cover securely attached to the lower hole plug for sealing the hole. The lower hole plug may include an adhesive on the outside surface for adhering to the concrete wall of the hole and a well for holding fire-resistant sealant to form a perimeter seal on installed pipe. The top cover may include one or more securing mechanism for attaching the top cover to the hole plug. Further, the method and system may include exposing the adhesive on the outside surface of the lower hole plug, disposing the concrete hole plug into a hole bored in a concrete slab and securing the top cover to the lower hole plug using the securing mechanism.