US3839839A - Stud for fire rated gypsum board wall - Google Patents
Stud for fire rated gypsum board wall Download PDFInfo
- Publication number
- US3839839A US3839839A US00314594A US31459472A US3839839A US 3839839 A US3839839 A US 3839839A US 00314594 A US00314594 A US 00314594A US 31459472 A US31459472 A US 31459472A US 3839839 A US3839839 A US 3839839A
- Authority
- US
- United States
- Prior art keywords
- flange
- wall
- stud
- boards
- section
- 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.)
- Expired - Lifetime
Links
- 229910052602 gypsum Inorganic materials 0.000 title claims abstract description 40
- 239000010440 gypsum Substances 0.000 title claims abstract description 40
- 239000002184 metal Substances 0.000 claims abstract description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 230000000007 visual effect Effects 0.000 claims description 4
- 238000011179 visual inspection Methods 0.000 abstract description 3
- 238000009434 installation Methods 0.000 description 4
- 210000001503 joint Anatomy 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 2
- 238000010438 heat treatment Methods 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 240000007049 Juglans regia Species 0.000 description 1
- 235000009496 Juglans regia Nutrition 0.000 description 1
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 230000003466 anti-cipated effect Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 238000009877 rendering Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
- 235000020234 walnut Nutrition 0.000 description 1
Images
Classifications
-
- 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
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
- E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
-
- 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
Definitions
- the stud has a continuous flange that lies on the exterior surface of one side of the wall.
- the flange totally covers and seals the joint between abutting gypsum panels so as to elimiate further fastening and/or taping of such joint.
- the stud is provided with strategically located excisions that reduce the cross-sectional area of the heat flow path through the stud and afford visual inspection openings which are useful during erection of the wall to achieve alignment of the studs and the wall boards.
- a preferred embodiment of the present invention qualifies for a 2-hour rating, as prescribed under ASTM design specification E1l9-69, and can be utilized where building codes require such rating. For example, in buildings having an elevator shaft, it is typical that the wall enclosing or defining the shaft be of a 2-hour rating.
- an object of the present invention to provide an improved fire rated wall constructed with gypsum boards or panels. Achievement of this object is possible according to the present invention by provision of an improved sheet metal stud which is so configured as to minimize the amount of metal used and therefore minimize the area of the path available for heat conduction through a wall employing such stud.
- a feature and advantage of reducing the amount of metal required to construct the stud is that the cost of the stud is reduced as well as the weight of the stud and consequent exertion required by workmen constructing such wall.
- Another object of the present invention is to provide a wall having the advantageous characteristics referred to above which can be constructed from only one side of the wall. Achievement of this object is extremely important in enclosing elevator shafts since it eliminates the need for scaffolding within the elevator shaft and materially enhances the safety with which the workmen installing the wall can work.
- the joints on one side of the wall are spanned by a continuous metallic flange which seals any possible air flow paths without necessitating access to such side for installation of fasteners and/or taping compound.
- a factor contributing to achievement of the aforestated object is that portions of a stud employed in the present invention are excised to define inspection openings through which a workman can determine whether the relative position between the edge of a gypsum board and a stud is correct. Additionally, the material removed from the web of the stud to define the inspection openings reduces the area of the stud through which heat can be conducted.
- FIG. 1 is a fragmentary perspective view of a wall constructed according to the present invention with portions being broken away to reveal internal details;
- FIG. 2 is a fragmentary perspective view of a. stud constructed according to the present invention.
- FIG. 3 is a cross-sectional view of the wall. taken along the plane designated by line 3-3 of FIG. 1;
- FIG. 4 is a cross-sectional view of a known prior art stud.
- reference numeral 12 generally indicates a stud according to the present invention which is supported at the upper and lower ends thereof by a J-shaped track l3,-the lower track, only, being shown in the drawing.
- Tracks 13 inelude a web 14 from the opposite edges of which extend respectively a relatively wide flange I5 and a relatively narrow flange 16.
- the tracks are suitably anchored to the floor and ceiling surfaces in the building in which the wall according to the present invention is installed.
- Similar J-shaped tracks, one of which is indicated as 13' in FIG. 1 are provided at opposite horizontal ends of a wall structure embodying the present invention.
- Spaced along web 14 of tracks 13 and 13 are tabs 17 which can be bent out from the plane of the web during installation as described hereinafter.
- J-shaped track 13 can be 2S-gauge (0.021 inch in thickness) galvanized sheet steel.
- One surface of the wall for convenience hereinafter referred to as the elevator shaft side or simply shaft side of the wall, is defined by fire rated gypsum wall boards 18, 18' which in one wall structure designed according to the invention are 1-inch gypsum boards having a width of 2 feet and a length suitable for the height of the wall.
- the opposite side of such exemplary wall is formed by two layers of 5/8 inch gypsum boards 19 and 20.
- the outer or face boards 20 meet at a butt joint 22 which is aligned with stud 12; such joint is finished in accordance with conventional taping techniques not shown in the drawing or further described hereinafter.
- stud 12 includes a continuous flange 24 which is disposed on the shaft side of the wall and extends without interruption the full height of the wall so that the margins of boards 18, 18' adjacent the joint therebetween are fully covered by the flange.
- the flange has a width such that it retains gypsum boards 18, 18' in place even in the presence of slight misalignment and such that the surface of the flange makes face-to-face contact with the surface of the boards to substantially seal the joint against passage of air currents therethrough.
- galvanized steel such as 24-gauge (0.027 inch in thickness) is employed and flange 24 has a width of l-% inch so that the flange overlaps the surface margin of gypsum boards 18, 18' by about 13/16 inch.
- flange 24 has a width of l-% inch so that the flange overlaps the surface margin of gypsum boards 18, 18' by about 13/16 inch.
- the material is bent to form a return bend portion 28 which extends-along the reverse face of the flange.
- the opposite edge of the flange terminates in a rolled over por- .cated at40 in FIG.'2.
- Tab 40 is bent outfrorn web segtion or hem 27. The return bend and rolled over portion stiffen the flange and define rounded edges which ease engagement of boards with the stud.
- Return bend portion 28 continues to a point medial of flange 24 at which there is a degree bend line 30 from which extends a web section 32.
- web section 32 is normal or perpendicular'to flange 24.
- Web section 32 extends to a bend line 34, from which projects laterally a plate section 36.
- web section 32 has a width equivalent to the thickness of gypsum board 18 so that there is defined, between the reverse side of flange 24 and plate section 36, a groove or slot 38 into which the edge of the gypsum board is snugly received.
- Tab 40 is strengthened or reinforced by raising therefrom, by a suitable die or the like, one or more stiffeners 46 which stiffen the tab by defining a portion of material oblique of the plane of the tab.
- opening 48 has several advantageous characteristics which will be described in more detail hereinbelow.
- tabs 40 can be struck from plate section 36, the construction shown in FIG. 2 is considered at present the best mode of carrying out the invention.
- Plate section 36 terminates in a bend line 50 from which extends, parallel to web section 32, a web section 52.
- the extent of web section 52 depends on the desired thickness dimension of the hollow core of the wall, and particularly depends on the size of pipes and- /or conduits, if any, to be installed in the core of the partition.
- Web section 52 extends to an edge 54 at which there is a flange 56 which affords an element for receiving screws 58, or the like, for effecting attachment of gypsum boards 19 and 20 to the stud.
- lip 60 which stiffens the flange. As can be seen in FIG. 3, lip 60 is of limited extent so that it is substantially spaced apart from web sections 32 and 36 and tabs 40.
- web section 52 is about l- /2 inches wide and lip 60 is ,4 inch wide, thereby providing a space of about 1 inch from the lip to web section 32. This space is sufficient to avoid significant heat transfer therethrough. Where even greater fire resistance is required (e.g., more than a 2-hour rating), it is anticipated that a l-inch gypsum board might be positioned in this space.
- J-shaped tracks 13 are installed at the vertical and horizontal boundaries of the wall, and are fastened to existing structure.
- the relatively long flange 15 of J-shaped track 13 is installed opposite from the side of the wall to which workmen have unrestricted access.
- flange 15 is disposed on the shaft side.
- a gypsum board 18, which is typically 2 feet in width, is cut to a length less than the distance between the edges of confronting flanges l6 and more than the distance between the edges of confronting flanges 15. Typically, a length approximately 1 inch less than the vertical distance between confronting tracks 13 is appropriate.
- Gypsum board 18 is slid laterally against end track 13 and is there held in place, as shown in FIG. 1, by bending tabs 17 into place.
- the provision of the tabs 17 eliminates the need for screws to hold the boards against the flange 15.
- a'stud 12 is installed between the flanges of tracks 14 and is slid laterally until the edge of gypsum board 18 enters slot 38. Because of the presence of opening 48 adjacent tab 40, the workmen can see through the opening and visually inspect the position of the edge to ascertain that the stud is fully engaged with the edge of the board. Secure engagement of the stud with the board is important to assure that theboard cannot be accidentally dislodged and to assure vertical alignment of the studs.
- Another stud is installed until the edge of the preceding gypsum board is fully engaged in slot 38 of the stud, and such procedure continues until the opposite end of the wall is reached, whereupon tabs 17 are bent into place to retain the final gypsum board in place.
- the opposite wall surface is completed in a conventional manner, first by installing a plurality of gypsum boards 19, preferably oriented with their long dimension in a horizontal direction and fastened to flange 56 by means of screws 58, and then by installation of surface panels 20 followed by application of tape and compound to the joints 22 between adjacent panels 20.
- the sole heat conducting path from the shaft side of the wall is through web 32, a single layer of sheet steel.
- the cross-sectional area of this path is reduced to the extent that openings 48 are provided in web section 32.
- the heat path continues through web section 52, which, because it is typically provided with a series of openings 58 for wiring and/or piping, further reduces the cross-sectional area of the heat path.
- the length of the path is such that a 2-hour rating is achieved whereby the occupants on the corridor side of the wall have adequate time to vacate the premises without injury.
- openings 48 and 58 act as thermal expansion joints or sections whereby the tendency for the stud to twist in response to differential heating thereof is materially reduced.
- the stud construction, according to the present invention if it twists at all, does not twist sufficiently to permit gypsum boards 18, 18' to escape from grooves 38 and 42 or to permit the screws 58 in the boards 19 and 20 from pulling free.
- the continuous flange 24 secures the boards on the shaft side against being displaced into the shaft should a worker fall against the inside of a board.
- 'flange adds greatly to the safety of workers installing the wall system.
- the provision for visual inspection of the edges of boards received behind the flange 24 provides means whereby the workers may ascertain if the boards are fully seated behind the flange and, thus, also contributes to the safety of the workers.
- tabs 40 and openings 48 have a longitudinal extent of about 3 inches and are spaced on 12-inch centers throughout the length of the stud. Accordingly, the cross-sectional area of the heat path afforded by web section 32- is reduced by25 percent, thereby minimizing the amount of heat conducted through the wall and minimizing the distortion of the studs due to differential heating thereacross. Moreover, the number and spacing of tabs 46 in such exemplary configuration is sufficient to afford firm engagement of gypsum board 18' within groove 42.
- the utility holes 58 in the web section 52 further reduce the thermal conductivity of the stud.
- the stud there disclosed, has a double web section 32a as well as double web sections 52a. Accordingly, the cross-sectional area of the heat conduction path afforded by the prior art device is more than twice that afforded by the present invention. Because web sec tions 52a are doubled and are spaced from one another. it is at best difficult and at worst impossible to provide openings through them for utility lines or for reducing the cross-sectional area of the heat conduction path through the wall of which the prior art stud is a part.
- the resiliency in the sheet metal of which the stud is made has in some cases made the manufacturer spot weld the web sections together, as at W, so as to avoid separation of gypsum boards when exposed to fire.
- the disclosed prior art stud employs a considerably greater amount of sheet metal than is required in the stud of the present invention, thereby increasing the cost and the weight thereof.
- the present invention provides a gypsum board wall that can be rapidly installed
- the wall is so arranged that it can be fabricated from only one side thereof thereby rendering the wall construction suitable for enclosing elevator shafts and the like.
- a stud according to claim 1 including a lip extending from a portion of said second flange remote from said edge, said lip extending generally normal to said second flange toward said first mentioned flange for reinforcin'g said second flange, said lip terminating in spaced apart relation to said first mentioned flange.
- said tabs each include at least one reinforcing rib extending generally normal to said first bend line, said rib being formed integrally of said tab andincluding a portion oblique of the plane of said tab.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- Finishing Walls (AREA)
Abstract
Description
Claims (6)
Priority Applications (7)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US00314594A US3839839A (en) | 1972-12-13 | 1972-12-13 | Stud for fire rated gypsum board wall |
CA187,879A CA980533A (en) | 1972-12-13 | 1973-12-11 | Fire rated gypsum board wall |
ZA739437A ZA739437B (en) | 1972-12-13 | 1973-12-12 | Fire rated gypsum board wall |
AU63540/73A AU475860B2 (en) | 1972-12-13 | 1973-12-12 | Stud for fire rated gypsum board wall |
FR7344496A FR2327370A1 (en) | 1972-12-13 | 1973-12-13 | AMOUNT FOR THE CONSTRUCTION OF FIRE-PROOF PARTITIONS |
GB5773973A GB1411923A (en) | 1972-12-13 | 1973-12-13 | Fire rated gypsum board wall |
HK63/81A HK6381A (en) | 1972-12-13 | 1981-02-26 | Fire rated gypsum board wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US00314594A US3839839A (en) | 1972-12-13 | 1972-12-13 | Stud for fire rated gypsum board wall |
Publications (1)
Publication Number | Publication Date |
---|---|
US3839839A true US3839839A (en) | 1974-10-08 |
Family
ID=23220573
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US00314594A Expired - Lifetime US3839839A (en) | 1972-12-13 | 1972-12-13 | Stud for fire rated gypsum board wall |
Country Status (7)
Country | Link |
---|---|
US (1) | US3839839A (en) |
AU (1) | AU475860B2 (en) |
CA (1) | CA980533A (en) |
FR (1) | FR2327370A1 (en) |
GB (1) | GB1411923A (en) |
HK (1) | HK6381A (en) |
ZA (1) | ZA739437B (en) |
Cited By (75)
Publication number | Priority date | Publication date | Assignee | Title |
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US3940899A (en) * | 1975-05-27 | 1976-03-02 | United States Gypsum Company | Stud having struck-out flanges and fire-rated wall structure formed therewith |
US3943680A (en) * | 1975-05-27 | 1976-03-16 | United States Gypsum Company | Stud having kerf-engaging flange and fire-retardant wall structure formed therewith |
US4047355A (en) * | 1976-05-03 | 1977-09-13 | Studco, Inc. | Shaftwall |
US4075810A (en) * | 1976-05-06 | 1978-02-28 | Dominion Foundries And Steel, Limited | Metal wall construction for buildings |
US4078347A (en) * | 1976-05-06 | 1978-03-14 | Dominion Foundries And Steel, Limited | Metal wall construction for buildings |
US4120131A (en) * | 1976-09-03 | 1978-10-17 | Carroll Research, Inc. | Building structure |
US4152878A (en) * | 1977-06-03 | 1979-05-08 | United States Gypsum Company | Stud for forming fire-rated wall and structure formed therewith |
US4422617A (en) * | 1982-01-15 | 1983-12-27 | Harsco Corporation | Edge joist |
US4866899A (en) * | 1987-04-01 | 1989-09-19 | Domatar Inc. | Metal stud |
US4920719A (en) * | 1989-03-13 | 1990-05-01 | Armstrong World Industries, Inc. | Method and apparatus of positioning a new ceiling over an existing ceiling |
US5245811A (en) * | 1991-03-14 | 1993-09-21 | William L. Knorr | Wall framing clip system |
US5497591A (en) * | 1994-01-11 | 1996-03-12 | Mitek Holdings, Inc. | Metal wall framing |
US5644883A (en) * | 1993-02-25 | 1997-07-08 | National Gypsum Company | Multiple use corner clip |
US5724784A (en) * | 1992-03-27 | 1998-03-10 | National Gypsum Company | Shaft wall and horizontal metal stud therefor |
US5729945A (en) * | 1995-04-17 | 1998-03-24 | National Gypsum Company | Wall structure and method of securing framing members to wallboards with an adhesive |
US5740644A (en) * | 1995-02-08 | 1998-04-21 | National Gypsum Company | Wall with horizontal metal stud and reinforcement channel therefor |
US5749192A (en) * | 1993-02-25 | 1998-05-12 | National Gypsum Company | Corner clips for horizonal framing |
US6047508A (en) * | 1998-03-10 | 2000-04-11 | Steelcase Development Inc. | Wall panel partition system |
US6176053B1 (en) * | 1998-08-27 | 2001-01-23 | Roger C. A. St. Germain | Wall track assembly and method for installing the same |
WO2001014656A1 (en) * | 1999-08-17 | 2001-03-01 | Tore Fjeld | Device for wall constructions |
US6446406B1 (en) | 2000-09-08 | 2002-09-10 | Worthington Armstrong Venture | Direct attached grid |
US20050257494A1 (en) * | 2002-03-18 | 2005-11-24 | Brandes Donald J | Methods and apparatus for assembling strong, lightweight thermal panel and insulated building structure |
US20050284101A1 (en) * | 2004-06-24 | 2005-12-29 | Brandes Donald J | Method and apparatus for assembling strong, lightweight thermal panel and insulated building structure |
WO2007062474A1 (en) * | 2005-11-30 | 2007-06-07 | Monash University | An expression system construct comprising ires and uses thereof |
US20070227086A1 (en) * | 2006-03-14 | 2007-10-04 | Global Building Systems, Inc. | Building Panels with Support Members Extending Partially Through the Panels and Method Therefor |
US20070245657A1 (en) * | 2006-02-10 | 2007-10-25 | Hi-Tech Tilt Intellectual Property Management, Inc. | Structual stud |
WO2008067582A1 (en) * | 2006-12-06 | 2008-06-12 | Boral Australian Gypsum Limited | A wall system |
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US20090049781A1 (en) * | 2007-08-22 | 2009-02-26 | California Expanded Metal Products Company | Fire-rated wall construction product |
US20090178363A1 (en) * | 2008-01-16 | 2009-07-16 | California Expanded Metal Products Company | Exterior wall construction product |
US20100088978A1 (en) * | 2008-07-14 | 2010-04-15 | John Valle | Tilt-Wall Panel |
US20100126092A1 (en) * | 2007-08-22 | 2010-05-27 | Pilz Don A | Fire-rated wall construction product |
US20100300012A1 (en) * | 2007-01-25 | 2010-12-02 | Global Building Systems, Inc. | Building Panels with Support Members Extending Partially Through the Panels and Method Therefor |
US20110005155A1 (en) * | 2007-08-06 | 2011-01-13 | California Expanded Metal Products Company | Two-piece track system |
US20120137610A1 (en) * | 2010-12-06 | 2012-06-07 | Doug Knight | Modular system for cladding exterior walls of a structure and insulating the structure walls |
US8424266B2 (en) * | 2004-09-09 | 2013-04-23 | Dennis Edmondson | Slotted metal stud with a plurality of slots having supplemental flanges and fold back supplemental web support at the root of the primary flanges |
US20130174506A1 (en) * | 2012-01-05 | 2013-07-11 | Cascadia Windows Ltd. | Thermally insulative spacer and methods involving use of same |
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Citations (6)
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US1734685A (en) * | 1929-03-30 | 1929-11-05 | Ma Stud Corp | Art of plastered-building-partition construction |
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- 1973-12-12 AU AU63540/73A patent/AU475860B2/en not_active Expired
- 1973-12-12 ZA ZA739437A patent/ZA739437B/en unknown
- 1973-12-13 GB GB5773973A patent/GB1411923A/en not_active Expired
- 1973-12-13 FR FR7344496A patent/FR2327370A1/en active Granted
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US3940899A (en) * | 1975-05-27 | 1976-03-02 | United States Gypsum Company | Stud having struck-out flanges and fire-rated wall structure formed therewith |
US3943680A (en) * | 1975-05-27 | 1976-03-16 | United States Gypsum Company | Stud having kerf-engaging flange and fire-retardant wall structure formed therewith |
US4047355A (en) * | 1976-05-03 | 1977-09-13 | Studco, Inc. | Shaftwall |
US4075810A (en) * | 1976-05-06 | 1978-02-28 | Dominion Foundries And Steel, Limited | Metal wall construction for buildings |
US4078347A (en) * | 1976-05-06 | 1978-03-14 | Dominion Foundries And Steel, Limited | Metal wall construction for buildings |
US4120131A (en) * | 1976-09-03 | 1978-10-17 | Carroll Research, Inc. | Building structure |
US4152878A (en) * | 1977-06-03 | 1979-05-08 | United States Gypsum Company | Stud for forming fire-rated wall and structure formed therewith |
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Also Published As
Publication number | Publication date |
---|---|
FR2327370B1 (en) | 1978-03-24 |
HK6381A (en) | 1981-03-06 |
GB1411923A (en) | 1975-10-29 |
ZA739437B (en) | 1974-11-27 |
AU475860B2 (en) | 1976-09-02 |
CA980533A (en) | 1975-12-30 |
FR2327370A1 (en) | 1977-05-06 |
AU6354073A (en) | 1975-06-12 |
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Free format text: PATENTED FILE - (OLD CASE ADDED FOR FILE TRACKING PURPOSES) |
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Owner name: DOMTAR GYPSUM INC., 24 FRANK LLOYD WRIGHT DRIVE, S Free format text: ASSIGNMENT OF ASSIGNORS INTEREST.;ASSIGNOR:DOMTAR GYPSUM AMERICA, INC., A CORP. OF CA;REEL/FRAME:004912/0705 Effective date: 19871231 Owner name: DOMTAR GYPSUM INC.,MICHIGAN Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:DOMTAR GYPSUM AMERICA, INC., A CORP. OF CA;REEL/FRAME:004912/0705 Effective date: 19871231 |