WO2010030920A2 - Systèmes et procédés pour assurer un soutien et un renforcement structural - Google Patents
Systèmes et procédés pour assurer un soutien et un renforcement structural Download PDFInfo
- Publication number
- WO2010030920A2 WO2010030920A2 PCT/US2009/056710 US2009056710W WO2010030920A2 WO 2010030920 A2 WO2010030920 A2 WO 2010030920A2 US 2009056710 W US2009056710 W US 2009056710W WO 2010030920 A2 WO2010030920 A2 WO 2010030920A2
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- reinforcement
- structural support
- drywall
- structural
- recited
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Ceased
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
- E04B2/7453—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling
- E04B2/7457—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling with wallboards attached to the outer faces of the posts, parallel to the partition
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2002/7483—Details of furniture, e.g. tables or shelves, associated with the partitions
- E04B2002/7485—Load supports therefor placed between wall studs
Definitions
- the present invention relates to providing structural support and reinforcement.
- the present invention relates to systems and methods for providing structural support and reinforcement for drywall to thereby increase the load bearing capacity of the drywall. Further, the present invention relates to providing structural support and reinforcement backing to a variety of surfaces, devices and/or materials.
- drywall is relatively weak and unable to support additional and sustained loads.
- loads are provided directly on drywall for any length of time the drywall can deform, break, tear, crumble, or otherwise fail, leaving unsightly holes and gashes and ruining associated aesthetic coverings such as wall paper and paint.
- the drywall must be replaced or patched and filled with a joint compound and the entire surface where the failure occurred must be aesthetically repaired, resulting in expensive and time consuming restoration.
- Loads that can cause such damage may derive from relatively trivial external sources, such as hanging a picture or mirror on a section of drywall, or from essential external sources such as hanging sinks, light fixtures, hand railings, and especially weight bearing devices designed to aid the physically disabled. Regardless of the source responsible for the additional load, if failure occurs, the result is that the drywall deforms, breaks, tears, crumbles, or otherwise fails, leaving unsightly holes and gashes, and ruining associated aesthetic coverings such as wall paper and paint. Attempts have been made to allow traditional drywall to sustain greater applied loads. However, such attempts are limited and often cause substantial damage. For example, drywall anchors enable drywall to sustain additional loads but they are limited to a single location.
- the nature and diameter of the individual anchors prevent locating additional anchors proximate an initial anchor.
- the drywall anchors themselves result in fairly large holes when placed in drywall thus necessitating costly and time consuming restoration once removed.
- the surface of the drywall will be severely damaged again, necessitating costly and time consuming restoration.
- the drywall anchor itself fails, the damage to the surrounding drywall is likely to intensify.
- the present invention relates to providing structural support and reinforcement.
- the present invention relates to systems and methods for providing structural support and reinforcement for drywall to thereby increase the load bearing capacity of the drywall.
- the present invention relates to providing structural support and reinforcement backing to a variety of surfaces, devices and/or materials.
- Implementation of the present invention takes place in association with a structural support and reinforcement system that includes one or more structural support and reinforcement devices or panels located behind one or more surfaces, devices and/or materials.
- a structural support and reinforcement system that includes one or more structural support and reinforcement devices or panels located behind one or more surfaces, devices and/or materials.
- the one or more structural support and reinforcement devices or panels are located behind one or more sections of drywall.
- the structural support and reinforcement panel is placed between the structural studs and the inner surface of the desired section of drywall during original construction.
- the structural support and reinforcement panel is then used to increase the load bearing capacity of the drywall to thereby support external loads applied to the drywall.
- a user can then apply an external load to the drywall such as by way of an attachment device, such as a screw or other device, which extends through the drywall and the structural support and reinforcement panel. By attaching the external load through the drywall and the structural support and reinforcement panel the load bearing capacity of the drywall is enhanced.
- the structural support and reinforcement panel is placed between the structural studs and the inner surface of the desired section of drywall during repair or renovation.
- the structural support and reinforcement panel is then used to increase the load bearing capacity of the drywall to thereby support external loads applied to the drywall.
- a user can then apply an external load to the drywall such as by way of an attachment device, such as a screw or other device, which extends through the drywall and the structural support and reinforcement panel. By attaching the external load through the drywall and the structural support and reinforcement panel the load bearing capacity of the drywall is enhanced.
- the structural support and reinforcement device or panel is placed behind a surface of a liner, insert, inlay, packing, pad, footing, pan or other device or material to provide a rigid surface or backing.
- the structural support and reinforcement device is provided behind a surface of a shower pan to provide a rigid surface or backing to the shower pan.
- Figure 1 illustrates a representative prior art device designed to increase the load bearing capacity of drywall at a single location
- Figure 2 illustrates using the representative prior art device of Figure 1 to secure a bracket to a representative section of drywall
- Figure 3 illustrates a representative embodiment of the present invention for providing structural support and reinforcement to increase the load bearing capacity of a device or material, such as drywall;
- Figure 4 illustrates a representative manner for locating an embodiment of the present invention
- Figure 5 illustrates a representative manner for placing and/or locating an embodiment of the present invention
- Figure 6 illustrates a representative manner for securing an embodiment of the present invention to structural studs
- Figure 7 illustrates a representative system, wherein a plurality of representative structural support and reinforcement panels are secured to structural studs at a plurality of locations;
- Figure 8 illustrates the outer surface of a typical sheet of dry wall secured to underlying structural studs and covering one or more structural support and reinforcement panels;
- Figure 9 illustrates a representative structural support and reinforcement panelafter being secured between structural studs and the inner surface of a typical sheet of drywall, and having attachment mechanism(s) placed through both the sheet of drywall and the structural support and reinforcement panel;
- Figure 10 illustrates an external attachment secured to a sheet of drywall employing a representative embodiment of the present invention
- Figure 11 illustrates securing an external device to the external attachment illustrated in Figure 10;
- Figure 12 illustrates a representative external load being applied to the external device of Figure 11 ;
- Figure 13 illustrates the external attachment illustrated in Figure 10 failing under the external load of Figure 12, wherein the structurally supported and reinforced sheet of drywall has retained its structural integrity;
- Figure 14 illustrates an enlarged view of a representative embodiment of the structurally supported and reinforced sheet of drywall of Figure 13, which has retained its structural integrity;
- Figure 15 illustrates a representative external device secured to a sheet of drywall employing traditional drywall anchors (not shown);
- Figure 16 illustrates a representative external load being applied to the representative external device of Figure 15
- Figure 17 illustrates the external device of Figure 15 failing under the external load of Figure 16 wherein the sheet of dry wall employing the traditional dry wall anchors has failed
- Figure 18 illustrates a sheet of drywall, wherein a portion employing an embodiment of the present invention maintained structural integrity under an applied load, while a portion employing a traditional device failed under a similarly applied load.
- the present invention relates to providing structural support and reinforcement.
- the present invention relates to systems and methods for providing structural support and reinforcement for drywall to thereby increase the load bearing capacity of the drywall. Further, the present invention relates to providing structural support and reinforcement backing to a variety of surfaces, devices and/or materials.
- a structural support and reinforcement system includes one or more structural support and reinforcement devices or panels located behind one or more surfaces, devices and/or materials.
- a structural support and reinforcement device or panel is placed behind a liner, insert, inlay, packing, pad footing, pan or other device or material to provide a rigid surface or backing.
- a structural support and reinforcement system includes one or more structural support and reinforcement devices or panels located behind one or more sections of drywall.
- one or more structural support and reinforcement devices or panels are located within one or more portions of a wall.
- a plurality of structural and reinforcement devices or panels are located throughout the wall.
- the structural support and reinforcement panel is placed between the structural studs and the inner surface of the desired section of drywall during original construction.
- a user can apply an external load to the drywall, for example, by way of an attachment device, such as a screw or other attachment device, which extends through the drywall and the structural support and reinforcement panel.
- an attachment device such as a screw or other attachment device
- the structural support and reinforcement panel is placed between the structural studs and the inner surface of the desired section of drywall during repair or renovation.
- a user can then apply an external load to the drywall, for example, by way of an attachment device, such as a screw or other attachment device, which extends through the drywall and the structural support and reinforcement panel. By attaching the external load through the drywall and the structural support and reinforcement panel the load bearing capacity of the drywall is enhanced.
- Figure 1 also illustrates a typical drywall surface 102 with holes 103 created therein to accommodate the prior art device 101.
- the representative prior art device 101 is designed to increase the load bearing capacity of the drywall 102 at a single location. However, as depicted, a fairly large hole 103 must be placed in the drywall 102 to facilitate use of the prior art device 101 resulting in substantial damage to the drywall in the event that the prior art device is removed. Further, additional damage can result to the drywall 102 if the prior art device 101 fails under an applied load.
- Figure 2 further depicts bracket 104 secured to the drywall 102 by way of prior art device 101.
- panel 301 is utilized for providing structural support and reinforcement to increase the load bearing capacity of drywall.
- the structural support and reinforcement panel 301 is placed between the structural studs 401 and the inner surface of the desired section of drywall (not shown) during original construction.
- the structural support and reinforcement panel is placed between the structural studs 401 and the inner surface of the desired section of drywall (not shown) during repair or renovation.
- the structural support and reinforcement panel 301 is comprised of metal mesh or perforated sheet metal substantially as depicted in Figure 3.
- the metal mesh or perforated sheet metal allows the panel 301 to be structurally robust while allowing attachment mechanism(s), such as a screw (not shown) or other attachment device, to penetrate the panel 301 without drilling a pilot hole, and thereby quickly and easily secure external loads through the drywall sheet (not shown) to the panel 301.
- the panel 301 is formed with brakes 302 and flanges 303 to provide structural rigidity and to facilitate mounting panel 301 to the structural studs 401.
- panel 301 is sufficiently thin such that a drywall sheet (not shown) can be secured over panel 301 and remain substantially flat both over the surface of panel 301 and adjacent to the edges of panel 301.
- the dimensions between the structural studs 401 are uniform, resulting in a panel 301 of uniform dimension.
- the dimensions between the structural studs 401 are non-uniform, resulting in non-uniform panel 301 dimensions.
- the dimensions between adjacent structural studs 401 can be uniform or can vary along the length of a wall, again resulting in uniform or variable panels 301 along the length of a wall, respectively. While in the illustrated embodiment of the structural support and reinforcement panel 301 is comprised of metal mesh or perforated sheet metal, other embodiments of the structural support and reinforcement panel 301 comprise a variety or combination of solid and/or non-solid materials, including mesh materials.
- panel 301 is depicted with brakes 302 and flanges 303, in another embodiment panel 301 includes flanges and brakes of any dimension and/or geometry or may not include flanges or brakes of any kind.
- the panel 301 may be attached to the structural studs 401 by way of mounting brackets, screws, nails or other devices.
- a measuring device 403 and a marking device 404 are used to place a mark 402 onto a structural stud 401.
- the mark 402 is used to locate the structural support and reinforcement panel of an embodiment of the present invention (not shown).
- the mark 402 is placed on the structural stud 401 at any desired location.
- the placement of the mark 402 is dictated by the intended use of an embodiment of the present invention.
- an embodiment of the present invention is intended to increase the load bearing capacity of drywall such that the drywall can support the weight of a hand railing
- the desired hand railing height determines the location of the mark 402, thereby determining the location of the structural support and reinforcement panel (not shown).
- the structural support and reinforcement panel 301 is located on the structural studs 401 relative to the mark 402.
- an illustrative embodiment of the panel 301 is shown located relative to the mark 402.
- an embodiment of the structural support and reinforcement panel 301 is illustrated.
- the panel 301 has been attached to the structural studs by attachment mechanism(s) 601 facilitated by device 602.
- Device 602 may be a cordless or a corded powered drill, a screwdriver, hammer, or any other device that can be used to secure attachment mechanism(s).
- attachment mechanism(s) 601 may be a screw, bolt, bracket, anchor, pin, tack, spike, rivet, brad, nail or any other suitable fastener or coupler.
- a single attachment mechanism 601 or a plurality of attachment mechanisms 601 may be used to secure panel 301 to the structural studs
- a plurality of structural support and reinforcement panels 301 have been attached to numerous points on structural studs 401.
- the combination of panels 301 constitutes an embodiment of a structural support and reinforcement system 701.
- the structural support and reinforcement system 701 may incorporate one or more panels 301.
- the system 701 may be configured in any suitable manner and in any geometry to meet structural needs or inclinations, including the covering of the entire wall surface.
- a sheet of drywall 801 is secured over the top of the panels 301 to the structural studs 401.
- the structural support and reinforcement system 701 covers the entire area behind drywall sheet 801.
- the system 701 only covers portions of the area behind the drywall sheet 801.
- the drywall sheet 801 is secured over the system 701 to the structural studs in any manner common in the art.
- the drywall sheet 801 may be composed of gypsum, plaster, wood, pulp, heavy paper, or any other suitable material common in the art.
- the areas of drywall employing the representative system 701 are hereinafter designated as 801a, while the areas of the drywall not employing an embodiment of the present invention are hereinafter designated as 801b.
- Figure 9 depicts a representative embodiment of the present invention located between a drywall sheet 801 and structural stud 401 from behind — a view commonly obstructed by the opposing face of a wall.
- the attachment mechanism(s) 601 fully penetrates the drywall sheet 801a and the structural support and reinforcement panel 301.
- the attachment mechanism(s) 601 may be placed at any desired location through the drywall sheet 801a and panel 301 according to an embodiment of the present invention including placing numerous attachment mechanism(s) 601 proximate one another. By attaching an external load to the outer surface of the drywall sheet in this manner the load bearing capacity of the drywall is increased.
- FIG 10 a representative embodiment of an external attachment 1001 is illustrated as secured through a sheet of drywall 801a employing a representative embodiment of the present invention.
- the external attachment 1001 is secured through the sheet of drywall 801a and a structural support and reinforcement device as depicted previously in Figure 9 by attachment mechanism(s) 601.
- FIG 11 a representative embodiment of an external device 1101 is illustrated as secured to the external attachment 1001 of Figure 10.
- the external attachment 1001 and the external device 1101 are merely representative embodiments of external sources that result in additional loads on the drywall 801.
- Such external sources may include cabinetry, hand railings, curtains, curtain rods, blinds, hanging sinks, light fixtures, weight bearing devices designed to aid the physically disabled, shelving, shelving mounts, stabilizing brackets for appliances, miscellaneous brackets or mounts, display boards, flat-screen televisions, speakers, home- theater systems, electrical attachments and covers, air handling vents and returns, cosmetic molding, bath and hand towel bars or hooks, toilet paper role hangers, coat hangers, miscellaneous hooks and hangers, hanging accessories, ceiling hooks, and/or cosmetic attachments such as mirrors, pictures, or other art work or any other external source common in the art.
- external attachment 1001 and the external device 1101 are depicted as separate elements in Figures 10 and 11, respectively, those skilled in the art will appreciate that the external attachment 1001 and the external device 1101 could be combined in a single element.
- a hand railing could be secured through the sheet of drywall 801a and a structural support and reinforcement device via a mounting bracket that forms part of the hand railing itself.
- a simulated representative external load is illustrated as applied to the external device 1101 in the direction of the arrow 1201.
- Figure 13 illustrates the simulated representative load 1201 resulting in failure of the external attachment 1001.
- Figure 14 illustrates an enlarged view of the failed external attachment 1001.
- the drywall 801a employing an embodiment of the present invention maintained its structural integrity.
- the drywall 801a employing an embodiment of the present invention is not broken, deformed, crushed, ripped, torn, crumbled, or otherwise failed in any way.
- FIG 15 a representative embodiment of a second external device 1501 is illustrated as secured through a sheet of drywall 801b not employing a representative embodiment of the present invention. Rather, the second external device 1501 is secured through the sheet of drywall 801b via prior art drywall anchors (not shown).
- Figure 16 illustrates a simulated representative external load applied to the external device 1501 in the direction of arrow 1502.
- the simulated representative load 1502 is illustrated as having caused the prior art drywall anchors 1702 and the sheet of drywall 801b not employing the present invention to fail.
- the second external device 1501 is separated from the drywall 801b and drywall has failed at 1701.
- Figure 18 a representative embodiment of a sheet of drywall 801 is shown. As illustrated, a portion of the drywall 801a employing the present invention maintained structural integrity under an applied load while a portion of the drywall 801b not employing the present invention, but rather employing a prior art device, failed under an applied load.
- the drywall surface retains minimal holes which can be easily repaired. While the methods and processes of the present invention have proven to be particularly useful in the area of improving the load bearing capacity of drywall, those skilled in the art can appreciate that the methods and processes can be used in a variety of different applications and in a variety of different areas of manufacture to yield increased structural support and reinforcement systems to thereby improve load bearing capacity.
- the structural support and reinforcement device or panel is placed behind a surface of a liner, insert, inlay, packing, pad, footing, pan or other device or material to provide a rigid surface or backing.
- the structural support and reinforcement device is provided behind a surface of a shower pan to provide a rigid surface or backing to the shower pan.
- the shower pan is coupled to the structural stud, and the structural support and reinforcement device provides a support edge or surface to provide a rigid backing.
- surfaces, materials, and/or devices are coupled directly into the structural support and reinforcement device. In other embodiments, surfaces, materials, and/or devices are not coupled through the structural support and reinforcement device, but rather the structural support and reinforcement device provides a rigid support surface.
- embodiments of the present invention embrace structural support and reinforcement systems.
- embodiments of the present invention relate to systems and methods for providing structural support and reinforcement for drywall to thereby increase the load bearing capacity of the drywall.
- embodiments of the present invention relate to providing structural support and reinforcement backing to a variety of surfaces, devices and/or materials.
- the present invention may be embodied in other specific forms without departing from its spirit or essential characteristics.
- the described embodiments are to be considered in all respects only as illustrative and not restrictive.
- the scope of the invention is, therefore, indicated by the appended claims rather than by the foregoing description. All changes that come within the meaning and range of equivalency of the claims are to be embraced within their scope. What is claimed is:
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Finishing Walls (AREA)
Abstract
Systèmes et procédés pour assurer un soutien et un renforcement structural de surfaces, de matériaux et de dispositifs, notamment des cloisons sèches. Un système de soutien et de renforcement structural selon l’invention comprend un ou plusieurs panneaux de soutien et de renforcement structural situés derrière une ou plusieurs surfaces, matériaux et / ou dispositifs. Dans un mode de réalisation, le panneau de soutien et de renforcement structural est placé entre les montants structuraux et une section souhaitée de cloison sèche pendant la construction d’origine. Dans un autre mode de réalisation, le panneau de soutien et de renforcement structural est placé entre les montants structuraux et la section souhaitée de cloison sèche pendant une réparation ou une rénovation. Un utilisateur peut appliquer une charge externe à la cloison sèche au moyen d’un dispositif de fixation, tel qu’une vis, qui s’étend à travers la cloison sèche et le panneau de soutien et de renforcement structural. En fixant la charge externe à travers la cloison sèche et le panneau de soutien et de renforcement structural, on accroît la capacité porteuse de la cloison sèche.
Applications Claiming Priority (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US9621408P | 2008-09-11 | 2008-09-11 | |
| US61/096,214 | 2008-09-11 | ||
| US12/557,510 | 2009-09-10 | ||
| US12/557,510 US20100058706A1 (en) | 2008-09-11 | 2009-09-10 | Systems and methods for providing structural support and reinforcement |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| WO2010030920A2 true WO2010030920A2 (fr) | 2010-03-18 |
| WO2010030920A3 WO2010030920A3 (fr) | 2010-05-20 |
Family
ID=41798031
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/US2009/056710 Ceased WO2010030920A2 (fr) | 2008-09-11 | 2009-09-11 | Systèmes et procédés pour assurer un soutien et un renforcement structural |
Country Status (2)
| Country | Link |
|---|---|
| US (1) | US20100058706A1 (fr) |
| WO (1) | WO2010030920A2 (fr) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8850776B1 (en) | 2013-02-20 | 2014-10-07 | Jeffrey Dunn | Finished wall repair assembly |
| US9103108B2 (en) | 2013-11-22 | 2015-08-11 | Simpson Strong-Tie Company, Inc. | Drywall backing connector for steel studs |
Family Cites Families (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1188065A (en) * | 1914-09-01 | 1916-06-20 | Royce W Gilbert | Building-wall. |
| US1966167A (en) * | 1931-11-12 | 1934-07-10 | Emil S Denk | Fixture |
| US2296416A (en) * | 1940-01-05 | 1942-09-22 | United States Gypsum Co | Building construction |
| US3260021A (en) * | 1962-09-27 | 1966-07-12 | Jacob M Katz | Means for mounting fixtures and appliances onto plaster or tile walls |
| US3435577A (en) * | 1966-06-20 | 1969-04-01 | James D O Leary | Wall construction |
| US5249400A (en) * | 1990-10-24 | 1993-10-05 | Saf-T Corporation | Metal construction blocking |
| US5724783A (en) * | 1993-12-27 | 1998-03-10 | Mandish; Theodore O. | Building panel apparatus and method |
| US5417023A (en) * | 1993-12-27 | 1995-05-23 | Mandish; Theodore O. | Building panel apparatus and method |
| JP3022737B2 (ja) * | 1994-03-31 | 2000-03-21 | 積水化学工業株式会社 | 手摺取付構造及び手摺取付工法 |
| US5685116A (en) * | 1994-04-05 | 1997-11-11 | John Cravens Plastering, Inc. | Preshaped form |
| JP3648827B2 (ja) * | 1996-02-05 | 2005-05-18 | 東和集成材工業株式会社 | 手摺の保持構造 |
| US6260318B1 (en) * | 2000-01-12 | 2001-07-17 | Thomas Ross Herren | Unitary metal bridge, fire stop and backing device |
| US6952904B2 (en) * | 2001-07-13 | 2005-10-11 | Reechcraft, Inc. | Mounting system |
| US6601361B2 (en) * | 2001-08-24 | 2003-08-05 | Wind-Lock Corporation | Anchor plate for an insulated concrete wall and method of wall assembly |
| US6705056B2 (en) * | 2001-10-19 | 2004-03-16 | Kathy M. Tollenaar | Drywall backing apparatus and method of installing same |
| US6832460B2 (en) * | 2003-02-18 | 2004-12-21 | Robert E. Fligg | Method and apparatus for insulating building roofs from above |
| US8056301B2 (en) * | 2004-12-23 | 2011-11-15 | Specialty Hardware L.P. | Method of framing a building shear wall structure compatible with conventional interior or exterior finishing materials and subsurface panel for use therewith |
| US20070137128A1 (en) * | 2005-12-02 | 2007-06-21 | Nicolas Viau | Modular stone panel |
| US7559519B1 (en) * | 2006-07-26 | 2009-07-14 | The Steel Netork, Inc. | Stud bracket for supporting reinforcing members in a wall structure |
| KR20080045350A (ko) * | 2006-11-20 | 2008-05-23 | 니치하 가부시키가이샤 | 외벽 시공 구조 및 이것에 사용하는 베이스 금구 |
| US7832164B2 (en) * | 2008-03-25 | 2010-11-16 | Scott Gittleman | Concealed reinforcement member and joint reinforcement system for trim molding |
-
2009
- 2009-09-10 US US12/557,510 patent/US20100058706A1/en not_active Abandoned
- 2009-09-11 WO PCT/US2009/056710 patent/WO2010030920A2/fr not_active Ceased
Also Published As
| Publication number | Publication date |
|---|---|
| WO2010030920A3 (fr) | 2010-05-20 |
| US20100058706A1 (en) | 2010-03-11 |
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