EP0374316B1 - Metal stud - Google Patents
Metal stud Download PDFInfo
- Publication number
- EP0374316B1 EP0374316B1 EP88312089A EP88312089A EP0374316B1 EP 0374316 B1 EP0374316 B1 EP 0374316B1 EP 88312089 A EP88312089 A EP 88312089A EP 88312089 A EP88312089 A EP 88312089A EP 0374316 B1 EP0374316 B1 EP 0374316B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- flanges
- portions
- formations
- strut members
- openings
- 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
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Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
-
- 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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
Definitions
- This invention relates to a structural member formed of sheet metal for use as a stud member in walls and partitions of buildings.
- US-A-2088781 shows a stud made of sheet metal and of channel section.
- the base of the channel is stiffened by having diagonally extending trusses between the side flanges.
- the trusses are made by punching out triangular openings with the apices of adjacent triangles reversed with respect to each other, and surrounding each opening with a flange extending normal to the base.
- the depth of the flanges is illustrated as being nearly the same as that of the side flanges of the channel, so that the weight of the stud must be nearly the same as that of the channel before punching.
- a problem with this stud is that if used to fix dry walls attached by the conventional self-piercing screw applied to the side flange, the latter may flex and allow the screw to slip and damage the dry wall, unless the side flanges are made stiff by increasing the gauge of sheet metal which has attendant disadvantages of weight and cost.
- the more recent DE-C-3442355 provides a stud also of sheet metal in a channel section, with the base of the channel stiffened by transverse and longitudinal ribs press formed in the sheet metal.
- the side flanges are stiffened by extending the transverse ribs around the bend and across the side flanges.
- the frequency of the ribs necessary to adequately stiffen the base prevents the possibility of weight reduction by punching openings.
- the absence of openings is also a disadvantage in that it increases the path for conductive heat flow, and makes passage of services for example wiring difficult. Even if openings could be punched for the latter, there is hardly enough space to also use material around the openings as a flange so as to avoid sharp edges, so it is not possible to add the features of the mentioned U.S. document into this German patent.
- the object of the invention is to solve this problem and provide a stud with stiffened base and stiffened side flanges, and with openings to reduce weight and afford passage for services.
- this aim is realised by providing the base with diagonally extending struts (trusses) having enlarged root portions which smooth the transfer of forces between the parts, in combination with indented ribs which extend transversely of the side flanges and partway only across the base terminating short of said root portions: however the invention is defined in the accompanying claims.
- a typical wall comprises panels of walls covering material, typically plasterboard or dry wall materials, indicated as panels 10, supported on spaced-apart vertical metal stud members indicated generally as 12.
- the stud members 12 in this embodiment will typically be spaced apart at intervals of sixteen inches, assuming that the panel 10 has a standard dimension of four feet by eight feet. In some wall systems the studs may be further apart or closer together, and in any event this is well known in the art and forms no part of the invention.
- top and bottom plate members (not shown) which will typically be metal channel sections attached to the floor and to the fabric of the ceiling, for securing the top and bottom of each stud.
- Figure 1 illustrates wall panelling materials on both sides of the stud, and thus illustrates an interior wall
- wall panelling would be attached usually to only one side, and some other material would be attached to the other side, depending upon the type of construction.
- the panels 10 are secured to the studs 12 by means of fastening devices typically being so-called drywall screws shown generally as 14.
- Such screws 14 while forming no part of this invention, are of significance in that they are generally formed with what is known as a self-tapping point. In a typical drywall screw a portion of such point is cut away so as to leave a sharp cutting edge.
- the drywall stud according to the invention will be seen to comprise inner and outer generally L-shaped angle portion 20 and 22.
- Both angle portions 20 and 22 are of identical constructions. They comprise facing flanges 24, 26 and side flanges 28, 30 normal thereto. The free edge of the facing flanges 24 and 26 are turned in as at 32, 34.
- the outwardly directed surface of the facing flanges 24, 26 may be provided with a surface formation defining a plurality of small closely spaced indentations. These indentations are not shown, but in any event it is well understood that they facilitate the insertion of the screw point into the sheet metal, by their tendency to hold the screw point and prevent it from slipping sideways on the metal surface.
- struts 36 Extending between the two angle portions 20 and 22, are a plurality of generally diagonally arranged struts 36.
- Each of struts 36 comprises a web portion 38 and sidewall portions 40-40.
- the free inward edges of the side flanges 28 and 30 are turned inwardly as at 42, 44.
- the inturned portions 42-44 are continuous edge-wise extensions of the sidewalls 40-40 of the struts 36, but of reduced depth as shown (Fig.2).
- openings 46 of generally trapezoidal shape.
- the roots or ends of the struts 36 are flared outwardly, as at 48,50, and thus provide a smooth transfer of forces from the angle portion 20-22, through the struts 36.
- a plurality of transverse indented rib formations 52-54 are formed.
- the rib formations 52-54 extend in this preferred embodiment preferably in the region of the flared portion 48-50 at the end or roots of the struts 36.
- Additional such ribbed formations are formed at periodic intervals along the length of the angle members 20-22.
- ribs 56-58 are formed extending into the roots of the struts and preferably merging with ribs 52-54.
- Ribs 56-58 will be formed at one stage of the manufacture. Ribs 52-54 will be formed later, after formation of the longitudinal bends in an angle portions 20-22.
- the wall panel covering materials are applied and fastened by means of screws.
- the point of the screw will pierce the facing flange, and then pass through it, and the threads of the screw will then form their own thread, thereby causing the screw to become fastened in the facing flange.
- the side flanges 28 and 30 provide a convenient means for attaching electrical service boxes for example again by means of sheet metal screws or drywall screws.
- any tendency for the struts 12 to flex is substantially reduced by the angled formations 20 and 22, being connected by means of transverse struts 36, which comprise channel sections along their length, and having sidewalls 30 merging with inturned edge portions 42, 44 of the angled portions 20 and 22.
- the improved rigidity inherent in a stud according to the invention enables studs to be made of thinner gauge sheet metal. This produces a saving in weight, and also a saving in material cost, without an unacceptable loss of rigidity.
- FIG. 3 and 4 A further embodiment of the invention is shown in Figure 3 and 4. It will be seen that this embodiment comprises inner and outer column portions 60 and 62, each of which comprises a facing flange 64, adapted to lie in the plane of the wall and adapted to support wall covering materials. At right angles to the facing flange 64, is a side flange 66. At right angles to flange 66 is a return flange 68. The free edge of facing flange 64 is turned inwardly at right angles as at 70.
- the free edge of return flange 68 is turned inwardly at right angles, as at 72, so that it lies in the same plane as side flange 66, and is located in a plane spaced more or less between the plane of flange 66, and edge 70.
- Struts 74 are of generally channel shaped cross section having an enlarged root portion 76, and side walls 78 formed at right angles thereto.
- openings are formed of generally triangular shape.
- Flanges or walls 78 continue completely around such openings, and extend along side the free edges of flanges 72, thereby providing a continuous right angular reinforcing rib or flange giving extra strength.
- right angular transverse indentations for ribs 80 are formed at spaced intervals, extending through the right angular corner between flanges 64 and 66.
- Additional strength can be provided by forming similar further reinforcing ribs 82, across the right angular joint between flanges 66 and 68.
- the adjacent ends of the ribs 80 and 82 should overlap and register with one another so as to form continuous ribs through flanges 66.
- ribs 86 may also be provided at the roots of struts 76, extending through the flanges 72 and into the flanges 68.
Abstract
Description
- This invention relates to a structural member formed of sheet metal for use as a stud member in walls and partitions of buildings.
- US-A-2088781 shows a stud made of sheet metal and of channel section. The base of the channel is stiffened by having diagonally extending trusses between the side flanges. The trusses are made by punching out triangular openings with the apices of adjacent triangles reversed with respect to each other, and surrounding each opening with a flange extending normal to the base. The depth of the flanges is illustrated as being nearly the same as that of the side flanges of the channel, so that the weight of the stud must be nearly the same as that of the channel before punching. A problem with this stud is that if used to fix dry walls attached by the conventional self-piercing screw applied to the side flange, the latter may flex and allow the screw to slip and damage the dry wall, unless the side flanges are made stiff by increasing the gauge of sheet metal which has attendant disadvantages of weight and cost.
- The more recent DE-C-3442355 provides a stud also of sheet metal in a channel section, with the base of the channel stiffened by transverse and longitudinal ribs press formed in the sheet metal. The side flanges are stiffened by extending the transverse ribs around the bend and across the side flanges. However the frequency of the ribs necessary to adequately stiffen the base prevents the possibility of weight reduction by punching openings. The absence of openings is also a disadvantage in that it increases the path for conductive heat flow, and makes passage of services for example wiring difficult. Even if openings could be punched for the latter, there is hardly enough space to also use material around the openings as a flange so as to avoid sharp edges, so it is not possible to add the features of the mentioned U.S. document into this German patent.
- The object of the invention is to solve this problem and provide a stud with stiffened base and stiffened side flanges, and with openings to reduce weight and afford passage for services.
- According to the invention this aim is realised by providing the base with diagonally extending struts (trusses) having enlarged root portions which smooth the transfer of forces between the parts, in combination with indented ribs which extend transversely of the side flanges and partway only across the base terminating short of said root portions: however the invention is defined in the accompanying claims.
-
- Figure 1 is a perspective illustration of a portion of a typical wall, partially cut-away to reveal the structural members according to the invention;
- Figure 2 is a greatly enlarged perspective illustration of the structural member of Figure 1;
- Figure 3 is a section of an alternate form of stud;
- Figure 4 is a partial perspective of the stud of Figure 3, and,
- Referring first of all to Figure 1 it will be seen that a typical wall comprises panels of walls covering material, typically plasterboard or dry wall materials, indicated as
panels 10, supported on spaced-apart vertical metal stud members indicated generally as 12. Thestud members 12 in this embodiment will typically be spaced apart at intervals of sixteen inches, assuming that thepanel 10 has a standard dimension of four feet by eight feet. In some wall systems the studs may be further apart or closer together, and in any event this is well known in the art and forms no part of the invention. - In a typical wall system, there will be top and bottom plate members (not shown) which will typically be metal channel sections attached to the floor and to the fabric of the ceiling, for securing the top and bottom of each stud.
- In some walls, there will also be intermediate cross members (not shown) extending between adjacent studs, midway between the top and bottom plate members for bracing the studs.
- All of this is, in any event, well known in the art and forms no part of this invention.
- While Figure 1 illustrates wall panelling materials on both sides of the stud, and thus illustrates an interior wall, it will of course be appreciated that when used for exterior walls, wall panelling would be attached usually to only one side, and some other material would be attached to the other side, depending upon the type of construction.
- It will be, of course, well understood that the
panels 10 are secured to thestuds 12 by means of fastening devices typically being so-called drywall screws shown generally as 14.Such screws 14 while forming no part of this invention, are of significance in that they are generally formed with what is known as a self-tapping point. In a typical drywall screw a portion of such point is cut away so as to leave a sharp cutting edge. - When such a point is driven into a
metal stud 12, and is rotated for example, by means of a power operated screwdriver or the like, it will pierce its own hole in the stud, and will bore its way into it, and then tighten up thereby securing the wall panel to the stud. - Normally, there would be anywhere between thirty and fifty screws per panel. It will thus be appreciated that if there is any difficulty at all in inserting the screws and causing them to pierce the stud and tighten up, it will substantially slow down the installation of the drywall and thereby increase the overall cost.
- On the other hand, it is desirable to make the studs themselves of thin gauge material, so as to both save in weight, and also save in material cost.
- As described above these two factors have tended to conflict with one another in the construction of studs to the point where any reduction in gauge was offset by an increasing difficulty in inserting screws.
- As better shown in Figures 2, 3 and 4, the drywall stud according to the invention will be seen to comprise inner and outer generally L-
shaped angle portion - For the purposes of this discussion, reference will be made to inner and outer merely for the sake of differentiating between one such angle member and the other. It will, of course, be understood that in interior walls there is no such thing as an inside or an outside surface. In addition, the stud may be used either way around, or either way up, so that either side may be considered the inside or either side may be considered the outside at any given moment.
- Both
angle portions flanges side flanges flanges flanges - Extending between the two
angle portions struts 36. Each ofstruts 36 comprises aweb portion 38 and sidewall portions 40-40. - The free inward edges of the
side flanges struts 36, but of reduced depth as shown (Fig.2). - Between the
struts 36, there are definedopenings 46 of generally trapezoidal shape. - The roots or ends of the
struts 36 are flared outwardly, as at 48,50, and thus provide a smooth transfer of forces from the angle portion 20-22, through thestruts 36. - In order to increase the rigidity of the facing flanges 24-26, and often enable the gauge of the metal to be reduced, a plurality of transverse indented rib formations 52-54 are formed. The rib formations 52-54 extend in this preferred embodiment preferably in the region of the flared portion 48-50 at the end or roots of the
struts 36. - Additional such ribbed formations are formed at periodic intervals along the length of the angle members 20-22.
- Further ribs 56-58 are formed extending into the roots of the struts and preferably merging with ribs 52-54.
- Ribs 56-58 will be formed at one stage of the manufacture. Ribs 52-54 will be formed later, after formation of the longitudinal bends in an angle portions 20-22.
- The operation of the invention is self-evident from Figure 1.
- Once the studs have been erected side by side at spaced intervals, the wall panel covering materials are applied and fastened by means of screws.
- As the screws are pressed through the wall paneling material, against the facing
flanges - The tendency of the facing
flange idented ribs flange 24 normal to theside flange flange - It will, of course, be appreciated that if possible, any services such as electrical wiring, plumbing and the like will have been passed through the
openings 46 in thestuds 12, prior to the application of the wall panel. - The
side flanges - Once the wall has been covered in with wall panel, it will be appreciated that the tendency for the wall to transmit vibrations or sound is substantially reduced by the existence of the
spaces 46, and the relatively small portion of metal contained in thediagonal struts 36. In this way sound transmission is reduced to a minimum. - At the same time any tendency for the
struts 12 to flex is substantially reduced by theangled formations transverse struts 36, which comprise channel sections along their length, and havingsidewalls 30 merging with inturnededge portions angled portions - The improved rigidity inherent in a stud according to the invention enables studs to be made of thinner gauge sheet metal. This produces a saving in weight, and also a saving in material cost, without an unacceptable loss of rigidity.
- A further embodiment of the invention is shown in Figure 3 and 4. It will be seen that this embodiment comprises inner and
outer column portions flange 64, adapted to lie in the plane of the wall and adapted to support wall covering materials. At right angles to the facingflange 64, is aside flange 66. At right angles to flange 66 is areturn flange 68. The free edge of facingflange 64 is turned inwardly at right angles as at 70. - The free edge of
return flange 68 is turned inwardly at right angles, as at 72, so that it lies in the same plane asside flange 66, and is located in a plane spaced more or less between the plane offlange 66, andedge 70. - The two
column portions diagonal struts 74.Struts 74 are of generally channel shaped cross section having anenlarged root portion 76, andside walls 78 formed at right angles thereto. - Between the
struts 74, openings are formed of generally triangular shape. - Flanges or
walls 78 continue completely around such openings, and extend along side the free edges offlanges 72, thereby providing a continuous right angular reinforcing rib or flange giving extra strength. - In order to resist flexing of the facing
flanges 64 of themembers ribs 80 are formed at spaced intervals, extending through the right angular corner betweenflanges - Additional strength can be provided by forming similar further reinforcing
ribs 82, across the right angular joint betweenflanges - If possible, the adjacent ends of the
ribs flanges 66. - However, in may cases since these
ribs - In practice however it does not make too much difference to the overall strength whether such overlapping is achieved or not.
- Further reinforcing ribs 86 may also be provided at the roots of
struts 76, extending through theflanges 72 and into theflanges 68.
Claims (7)
- An integral one-piece structural metal stud member (12), formed of sheet metal, having two parallel spaced apart generally L-shaped angled portions (20,22) extending parallel to one another defining parallel spaced apart wall supporting flanges (24,26), lying in parallel spaced apart planes, to which wall covering materials may be attached, and further defining parallel spaced apart side flanges (28,30) formed integrally with said supporting flanges, and extending at right angles thereto, the combination of a plurality of strut members (36) extending integrally from one said angle portion to the other and spaced apart from one another to define openings (46), edge flange formations (40) formed on said strut members, whereby said strut members have a generally channel-shape in cross-section along at least a portion of their length, and further edge flange formations (42,44) on said side flanges whereby said edge flange formations extend completely around said openings, generally triangular enlarged root portions (48, 50) on each end of said strut members where the same join said L-shaped angled portions; and characterised by a plurality of first indented rib formations (52, 54) formed transversely of said L-shaped angled portions, said rib formations being formed in said wall supporting flanges, and in adjacent portions of said side flanges and being indented inwardly with respect to said L-shaped angle portions, said rib formations being formed at spaced intervals along the length of said L-shaped angled portions whereby to resist flexing of said wall supporting flanges during insertion of fastening members therethrough; and a plurality of second indented rib formations (56) extending in the said enlarged root portions, some of said first indented rib portions being aligned with respective said second rib portions.
- An integral one-piece structural metal stud member as claimed in Claim 1 wherein said L-shaped angled portions (20, 22), and said strut members (36), are all formed of a single piece of sheet metal, with a plurality of spaced apart openings (46) defining a generally triangular shape with rounded corners, said openings being alternately reversed with respect to one another, and said strut members being formed by sheet metal portions left between adjacent said triangular openings.
- An integral one-piece structural metal stud member as claimed in Claim 2, wherein said side flanges (28, 30), and said strut members (36) and said triangular root portions (48, 50) all lie in a common plane, such common plane being normal to the planes of said wall supporting flanges (24, 26).
- An integral one-piece structural metal stud member as claimed in Claim 3 including first edge formations (42, 44) having a predetermined depth around said openings, and second edge formations (40) on said strut members having a predetermined depth greater than the depth of said first edge formations.
- An integral one-piece structural metal stud member as claimed in Claim 2, wherein said side flanges (66) are located in a common plane, and wherein said strut members (74) are located in a plane parallel to but spaced from the plane of said side flanges, and including return flanges (68) extending between said side flanges and said strut members, said return flanges being located in planes parallel to but spaced inwardly from the planes of said wall supporting flanges (64).
- An integral one-piece structural metal stud member as claimed in Claim 5, including rib formations (80, 82), indented in wall supporting flanges (64) and in said side flanges (66), and in said return flanges (68).
- A plurality of integral one-piece structural stud members (12) as claimed in Claim 1, said stud members being arranged in side-by-side spaced apart parallel relation, and wall panelling (10) lying on at least one side thereof, and fastening means (14) passing through said wall panelling and through said wall supporting flanges.
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE8888312089T DE3879497T2 (en) | 1988-12-21 | 1988-12-21 | METAL POST. |
AT88312089T ATE87056T1 (en) | 1988-12-21 | 1988-12-21 | METAL SUPPORT. |
AU27353/88A AU624798B2 (en) | 1988-12-21 | 1988-12-21 | Metal stud |
EP88312089A EP0374316B1 (en) | 1988-12-21 | 1988-12-21 | Metal stud |
ES198888312089T ES2039654T3 (en) | 1988-12-21 | 1988-12-21 | METAL STYLE. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP88312089A EP0374316B1 (en) | 1988-12-21 | 1988-12-21 | Metal stud |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0374316A1 EP0374316A1 (en) | 1990-06-27 |
EP0374316B1 true EP0374316B1 (en) | 1993-03-17 |
Family
ID=8200327
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP88312089A Expired - Lifetime EP0374316B1 (en) | 1988-12-21 | 1988-12-21 | Metal stud |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP0374316B1 (en) |
AT (1) | ATE87056T1 (en) |
AU (1) | AU624798B2 (en) |
DE (1) | DE3879497T2 (en) |
ES (1) | ES2039654T3 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9010070B2 (en) | 2009-08-14 | 2015-04-21 | Clarkwestern Dietrich Building Systems Llc | Structural framing member |
USD751222S1 (en) | 2010-08-16 | 2016-03-08 | Clarkwestern Dietrich Building Systems Llc | Framing member |
USD751733S1 (en) | 2010-08-16 | 2016-03-15 | Clark Western Dietrich Building Systems Llc | Framing member |
US10024059B2 (en) | 2016-12-15 | 2018-07-17 | Bs Concepts, Llc | Amplified metal stud framing |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CA2107775C (en) * | 1991-04-05 | 2000-06-20 | Jack Slater | Web, beam and frame system for a building structure |
GB2347943A (en) * | 1999-03-18 | 2000-09-20 | Hadley Ind Plc | Partition stud with holes shaped to prevent damage to electrical cables passing therethrough |
SE9904864D0 (en) * | 1999-12-30 | 1999-12-30 | Plannja Ab | Wall rule of folded sheet metal |
ITVE20060039U1 (en) * | 2006-12-13 | 2008-06-14 | Atena Spa | ASTIFORM PROFILE PERFECTED IN T ROVESCIA. |
ATE537309T1 (en) * | 2008-02-13 | 2011-12-15 | Profilform As | FRAME FOR A DRYWALL WALL |
CA2671647A1 (en) * | 2009-07-10 | 2011-01-10 | Ernest R. Bodnar | Composite panel and stud and dual slab panel and method |
GB2561232A (en) * | 2017-04-07 | 2018-10-10 | Hadley Industries Overseas Holdings Ltd | Profiles |
CN111566292B (en) | 2017-08-14 | 2022-05-17 | 斯特克特电线有限公司 | Metal keel of different length |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB125748A (en) * | 1918-04-24 | 1919-04-24 | Dermot Joseph Mooney | Improvements in Construction of Metal Spars and Longerons for Aircraft. |
US2088781A (en) * | 1936-01-29 | 1937-08-03 | W R Ames Company | Studding structure |
US3243930A (en) * | 1962-05-29 | 1966-04-05 | Nat Gypsum Co | Corrugated sheet metal structural members |
US3381439A (en) * | 1965-10-21 | 1968-05-07 | United States Gypsum Co | Structural member |
AU477444B2 (en) * | 1972-08-16 | 1974-10-03 | G. J. HOLDINGS PTY. LTD. and ROEBUCK DEVELOPMENTS PTY. LTD | Improved truss |
DE3442355C1 (en) * | 1984-11-20 | 1986-01-02 | Richter-System GmbH & Co KG, 6103 Griesheim | Sheet-metal profile for false-ceiling load-bearing members, upright supports and the like |
US4793113A (en) * | 1986-09-18 | 1988-12-27 | Bodnar Ernest R | Wall system and metal stud therefor |
-
1988
- 1988-12-21 EP EP88312089A patent/EP0374316B1/en not_active Expired - Lifetime
- 1988-12-21 ES ES198888312089T patent/ES2039654T3/en not_active Expired - Lifetime
- 1988-12-21 DE DE8888312089T patent/DE3879497T2/en not_active Expired - Fee Related
- 1988-12-21 AT AT88312089T patent/ATE87056T1/en not_active IP Right Cessation
- 1988-12-21 AU AU27353/88A patent/AU624798B2/en not_active Ceased
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9010070B2 (en) | 2009-08-14 | 2015-04-21 | Clarkwestern Dietrich Building Systems Llc | Structural framing member |
USD751222S1 (en) | 2010-08-16 | 2016-03-08 | Clarkwestern Dietrich Building Systems Llc | Framing member |
USD751733S1 (en) | 2010-08-16 | 2016-03-15 | Clark Western Dietrich Building Systems Llc | Framing member |
US10024059B2 (en) | 2016-12-15 | 2018-07-17 | Bs Concepts, Llc | Amplified metal stud framing |
Also Published As
Publication number | Publication date |
---|---|
DE3879497T2 (en) | 1993-09-09 |
ATE87056T1 (en) | 1993-04-15 |
AU624798B2 (en) | 1992-06-25 |
AU2735388A (en) | 1990-06-28 |
DE3879497D1 (en) | 1993-04-22 |
ES2039654T3 (en) | 1993-10-01 |
EP0374316A1 (en) | 1990-06-27 |
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