US2167835A - Structural joist or nailer stud - Google Patents
Structural joist or nailer stud Download PDFInfo
- Publication number
- US2167835A US2167835A US182352A US18235237A US2167835A US 2167835 A US2167835 A US 2167835A US 182352 A US182352 A US 182352A US 18235237 A US18235237 A US 18235237A US 2167835 A US2167835 A US 2167835A
- Authority
- US
- United States
- Prior art keywords
- nailer
- strip
- stud
- web
- structural member
- 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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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
- E04C3/292—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being wood and metal
Definitions
- This invention relates to a structural member strip, as shown in Figure 2.
- a for building use and particularly to light weight groove l2 is formed in the outer surface of said nailer joists or studs.
- Oney object 'of this invention is to increase the outer iiange portion 9. efficiency of beams so that relatively high load In preformlng the complemental members, the 5 carrying capacity is possible in a light weight outer flange 9 extends at an angle, as shown in structural member.
- dotted lines in Figure 1 to give suliicient clear-
- Another object of the present invention is to ance to permit free insertion of the nailer strip.
- the nailer strip is made of a 3o
- a strip of relatively light gage metal is passed height greater than the outer surface of the through a cold forming machine to preform one lOWeI flange and, SllCh being lille CaSe. it IleCeSSihalf of the structural member.
- the web can be provided With Suitable perforaof the complemental member, thereby providingl tionsof required Size and Spacing.
- the relatively light nailer strip i0. gage sheets are passed through cold forming ma- 50 'Thisnailer strip may be of wood or other suitchines to preform the web and flange portions able composition and is shaped to fit within the and produce an enlarged head portion at each enlarged head portion formed by the metallic end of said web, the nailer strips are positioned members by rounding the inner corners, as shown Within the enlarged head portion and pressure is in Figure 1, or providing a square-cornered nailer applied to the outer flanges of the complemental -55 members to bring them down to abut the ilange of the other complemental member, after which the abutting anges are welded together and, in so doing, continuous pressure is exerted upon the nailer strips to hold them in position.
- the metal being of a relatively light gage permits nails to be driven therethrough into the nailer strip.
- the formation of the web is such that there ls a substantially V-shaped channelway provided at each end thereof to receive the nail after it has passed through the nailer strip. .
- grooves i6 are simultaneously formed in the sideslof the complementary members and said nailer strip by pressure pinch-rolls which hold and guide the structural member di- 'rectly before it enters the welding electrodes for Welding the edges of the anges.
- a structural member comprising a solid web and an enlarged head portion at one end of said web, said enlarged head portion comprising a channel and a nailing strip positioned within said channel and extending above the channel sides, said nailing strip covered by a sheet metal member connected to the sides of said channel.
- a structural member including a solid web and enlarged head portions at each end of said web, said enlarged head portions comprising channels, a nailer strip positioned within each channel and extending above ,the channel sides and a cover member secured to said channels for enclosing said nailer strips within said enlarged head portions, said cover member adapted to exert a constant spring pressure upon said nailer strip when welded to said channel to maintain said nailer strip firmly in position.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
, relatively small sized Cold forming machines, constant pressure on the nailer strip and hold it gg angles to provide a, flangeportion 5, while the the anges is facilitated and it is possible to use vPatented Aug. 1, l1939 l 2,167,35
UNITED STATES l PATENT OFFICE y l 2,107,835 Y STRUCTURAL JOIST OR NAILER STUD Gerald G. Greulich, Mount Lebanon, Pa. Application December 29, 1937, Serial No. 182,352
v2 Claims. (Cl. 2189-40) This invention relates to a structural member strip, as shown in Figure 2. In either case, a for building use and particularly to light weight groove l2 is formed in the outer surface of said nailer joists or studs. l nailer strip to accommodate the rib I4 in the i Oney object 'of this invention is to increase the outer iiange portion 9. efficiency of beams so that relatively high load In preformlng the complemental members, the 5 carrying capacity is possible in a light weight outer flange 9 extends at an angle, as shown in structural member. dotted lines in Figure 1, to give suliicient clear- Another object of the present invention is to ance to permit free insertion of the nailer strip. provide a lstructural member having a nailer AS pressure is applied to the outer flange portion strip entirely surrounded by metal and subjected 9 to contact the same with the ange Dertien 5 10 to constant spring pressure to hold lt nrmly in for Welding alone the edges of seid flanges. e
position. continuous spring pressure is exerted upon the Other objects and advantages will become ap- Heiler Strip ill, thereby holding Said Haller Stlip parent as the description'proceeds, in which: firmly positioned within the enlarged head D01*- Figure 1 is a. perspective of one form of the tion formed at'each end of the web by said coml5 present invention; and plemental members when assembled. The en- Figure 2 is a perspective of another form of f lere'ed head portion Within Which lClie nailer Strip construction of the present invention. is positioned completely encioses said nailer strip In the drawing, the I-shaped structural melnand protects the Same against fire. vber is formed by joining two complemental symin forming the I-shaped structural member, Slo
metrically shaped strips. of steel. These two the Harmes extend outwardly beVODd the enlarged metal sides or halves of the structural member head portien Within Which the naileI Strip iS are symmetrically formed from relatively light positioned. Under Such a construction, the gage material by passing said material through metallic anges have a spring action and exert a Forming the I-shaped structural member from tightly Within the enlarged head portion- `two symmetrical halves does not require the use Wooden nailer strips sometimes become loose of excessively wide material, as would be the and squeaky, due to shrinkage in drying out case if lthe same were formed from a single piece 0r DOSSibly 120 SWelline and later Shrinking, and, of sheet strip. to overcome this, the nailer strip is made of a 3o A strip of relatively light gage metal is passed height greater than the outer surface of the through a cold forming machine to preform one lOWeI flange and, SllCh being lille CaSe. it IleCeSSihalf of the structural member. In passing the tates forcing the outer flange 9 down against the strip material through the forming machine, Heiler Strip Under Pressure and pinching the the web portion 2 is bent or flared outwardly, edges 0f the flanges @Ogetilel PTOI' t0 Welding- By 35 as shown at 3, and upwardly, as shown at ll,` with providing the structural member with the flanges saidportion 4 beingl bent outwardly at right extending beyond the enlarged heed. Welding of opposite end is bent outwardly, as shown at 6, a Seam Welder i0 make a SeiieS 0f Closely spaced and downwardly, as shown at l, with said por- SDO WeldS. aS indicated ai? |5- 40 tion 'i being bent outwardly at right angles to In the Showing 0f Figure 2, the emplemental provide a flange portion 8, said flange portion bemembers are substantially the same as in Figure ing bent back upon itselfA in spaced relation so 1 except that the iiangeS 3 and 9 are 110i? SPa-Ced as to form an outer flange portion 9, and said and the Web iS DI'OVided With Vertical Corrugaiiange portion 9 extending across the plane of tions I1 to provide stilness thereto. If desired, 45
-theweb and coinciding with the ange portion 5 the web can be provided With Suitable perforaof the complemental member, thereby providingl tionsof required Size and Spacing.
at each end of the structural member an en- Under the present method of forming the I- larged head portion within which is positioned a shaped structural member. the relatively light nailer strip i0. gage sheets are passed through cold forming ma- 50 'Thisnailer strip may be of wood or other suitchines to preform the web and flange portions able composition and is shaped to fit within the and produce an enlarged head portion at each enlarged head portion formed by the metallic end of said web, the nailer strips are positioned members by rounding the inner corners, as shown Within the enlarged head portion and pressure is in Figure 1, or providing a square-cornered nailer applied to the outer flanges of the complemental -55 members to bring them down to abut the ilange of the other complemental member, after which the abutting anges are welded together and, in so doing, continuous pressure is exerted upon the nailer strips to hold them in position. The metal being of a relatively light gage permits nails to be driven therethrough into the nailer strip. The formation of the web is such that there ls a substantially V-shaped channelway provided at each end thereof to receive the nail after it has passed through the nailer strip. .After the nailer strip has been positioned within the enlarged head, grooves i6 are simultaneously formed in the sideslof the complementary members and said nailer strip by pressure pinch-rolls which hold and guide the structural member di- 'rectly before it enters the welding electrodes for Welding the edges of the anges.
While I have shown and described specific embodiments of the present invention, it will be understood that I do not wish/to be limited exactly thereto, since various modifications may be made without departing from the scope of the invention, as defined by the following claims.
yI claim:
l. A structural member comprising a solid web and an enlarged head portion at one end of said web, said enlarged head portion comprising a channel and a nailing strip positioned within said channel and extending above the channel sides, said nailing strip covered by a sheet metal member connected to the sides of said channel.
2. In a structural member including a solid web and enlarged head portions at each end of said web, said enlarged head portions comprising channels, a nailer strip positioned within each channel and extending above ,the channel sides and a cover member secured to said channels for enclosing said nailer strips within said enlarged head portions, said cover member adapted to exert a constant spring pressure upon said nailer strip when welded to said channel to maintain said nailer strip firmly in position.
GERALD G. GREULICH.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US182352A US2167835A (en) | 1937-12-29 | 1937-12-29 | Structural joist or nailer stud |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US182352A US2167835A (en) | 1937-12-29 | 1937-12-29 | Structural joist or nailer stud |
Publications (1)
Publication Number | Publication Date |
---|---|
US2167835A true US2167835A (en) | 1939-08-01 |
Family
ID=22668087
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US182352A Expired - Lifetime US2167835A (en) | 1937-12-29 | 1937-12-29 | Structural joist or nailer stud |
Country Status (1)
Country | Link |
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US (1) | US2167835A (en) |
Cited By (33)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2454604A (en) * | 1947-02-26 | 1948-11-23 | Edward A Heim | Joist and girder construction |
US2578465A (en) * | 1946-10-07 | 1951-12-11 | Davisbilt Steel Joist Inc | Metal joist |
US3177531A (en) * | 1962-03-08 | 1965-04-13 | Clarence D Oakes | Vehicle flooring member |
US3596422A (en) * | 1970-03-16 | 1971-08-03 | William A Boettcher | Securing means for flooring |
DE2255610A1 (en) * | 1971-11-12 | 1973-05-30 | Aluma Building Syst Inc | FORMWORK SCAFFOLDING FOR CONCRETE FLOORS |
US3899152A (en) * | 1971-12-12 | 1975-08-12 | Aluma Building Syst Inc | Concrete form including extruded aluminum support structure |
US4043274A (en) * | 1975-08-27 | 1977-08-23 | Pullman Incorporated | Railway car nailable door post |
US4144690A (en) * | 1977-12-19 | 1979-03-20 | Aluma Building Systems Incorporated | Concrete forming structures |
US4180000A (en) * | 1975-08-22 | 1979-12-25 | Pullman Incorporated | Freight car door post |
US4394807A (en) * | 1974-04-04 | 1983-07-26 | Carroll Frank E | Sheet metal structural shape |
WO1985003968A1 (en) * | 1982-09-06 | 1985-09-12 | Sune Persson | Beam |
US4669243A (en) * | 1985-11-06 | 1987-06-02 | Truswal Systems Corporation | Fire protective system and method for a support structure |
EP0279049A2 (en) * | 1987-02-19 | 1988-08-24 | Niels Dipl.-Ing. Hollmann | Shuttering board-support for concrete shutterings |
US4831806A (en) * | 1988-02-29 | 1989-05-23 | Robbins, Inc. | Free floating floor system |
WO1994023149A1 (en) * | 1993-03-31 | 1994-10-13 | Bass, Donna, R. | Lightweight metal truss and frame system |
US5499480A (en) * | 1993-03-31 | 1996-03-19 | Bass; Kenneth R. | Lightweight metal truss and frame system |
US5664388A (en) * | 1993-03-31 | 1997-09-09 | Donna Bass | Structural shear resisting member and method employed therein |
US5692353A (en) * | 1993-03-31 | 1997-12-02 | Bass, Deceased; Kenneth R. | Lumber-compatible lightweight metal construction system |
WO2000046459A1 (en) * | 1999-02-05 | 2000-08-10 | Darrell Meyer | Weight bearing systems and methods relating to same |
US6802170B2 (en) | 2002-01-07 | 2004-10-12 | Kurt K. Davis | Box beam and method for fabricating same |
FR2874951A1 (en) * | 2004-09-07 | 2006-03-10 | Claude Darracq | I-beam for use as e.g. roof support in building, has struts constituted of joined wooden poles and assembled by metallic connecting unit that has two profiles, where one of profiles has longitudinal projecting rib in its central part |
US20070137134A1 (en) * | 2005-09-02 | 2007-06-21 | Tecton Products | Structural wall building product |
US20080053032A1 (en) * | 2006-08-31 | 2008-03-06 | Hockemeyer Timothy J | Support column system for emergency isolation and treatment shelter (EITS) |
US20110000165A1 (en) * | 2009-07-01 | 2011-01-06 | Stellar Structures | Vertical nailer for a roof panel structure |
US20130160398A1 (en) * | 2010-03-19 | 2013-06-27 | Weihong Yang | Composite i-beam member |
US20130239512A1 (en) * | 2010-03-19 | 2013-09-19 | Weihong Yang | Steel and wood composite structure with metal jacket wood studs and rods |
USD806270S1 (en) * | 2016-06-03 | 2017-12-26 | Jose Constantino Moreno | Hybrid stud |
US10570618B2 (en) * | 2018-03-06 | 2020-02-25 | Timothy Michael LIESCHEIDT | Building chord and building truss |
RU2731485C1 (en) * | 2019-05-14 | 2020-09-03 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Казанский государственный архитектурно-строительный университет" (КазГАСУ) | Woodmetallic h-beam |
US20210262224A1 (en) * | 2018-11-13 | 2021-08-26 | Tommy Tolson | Loft conversion |
GB2599155A (en) * | 2020-09-28 | 2022-03-30 | Mextru Ltd | Base structure component |
US20220145631A1 (en) * | 2019-02-18 | 2022-05-12 | Atricon Ab | Building stud, wall structure comprising such a building stud and a method for forming a wall structure |
US11603663B2 (en) * | 2019-03-26 | 2023-03-14 | Giuseppe IERADI | Strut and method of using same |
-
1937
- 1937-12-29 US US182352A patent/US2167835A/en not_active Expired - Lifetime
Cited By (48)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2578465A (en) * | 1946-10-07 | 1951-12-11 | Davisbilt Steel Joist Inc | Metal joist |
US2454604A (en) * | 1947-02-26 | 1948-11-23 | Edward A Heim | Joist and girder construction |
US3177531A (en) * | 1962-03-08 | 1965-04-13 | Clarence D Oakes | Vehicle flooring member |
US3596422A (en) * | 1970-03-16 | 1971-08-03 | William A Boettcher | Securing means for flooring |
DE2255610A1 (en) * | 1971-11-12 | 1973-05-30 | Aluma Building Syst Inc | FORMWORK SCAFFOLDING FOR CONCRETE FLOORS |
US3899152A (en) * | 1971-12-12 | 1975-08-12 | Aluma Building Syst Inc | Concrete form including extruded aluminum support structure |
US4394807A (en) * | 1974-04-04 | 1983-07-26 | Carroll Frank E | Sheet metal structural shape |
US4180000A (en) * | 1975-08-22 | 1979-12-25 | Pullman Incorporated | Freight car door post |
US4043274A (en) * | 1975-08-27 | 1977-08-23 | Pullman Incorporated | Railway car nailable door post |
US4144690A (en) * | 1977-12-19 | 1979-03-20 | Aluma Building Systems Incorporated | Concrete forming structures |
WO1985003968A1 (en) * | 1982-09-06 | 1985-09-12 | Sune Persson | Beam |
US4669243A (en) * | 1985-11-06 | 1987-06-02 | Truswal Systems Corporation | Fire protective system and method for a support structure |
EP0279049A2 (en) * | 1987-02-19 | 1988-08-24 | Niels Dipl.-Ing. Hollmann | Shuttering board-support for concrete shutterings |
DE3705356A1 (en) * | 1987-02-19 | 1988-09-01 | Niels Hollmann | FORMWORK PANEL CARRIER FOR CONCRETE SHUTTERING |
EP0279049A3 (en) * | 1987-02-19 | 1989-02-01 | Niels Dipl.-Ing. Hollmann | Shuttering board-support for concrete shutterings |
US4831806A (en) * | 1988-02-29 | 1989-05-23 | Robbins, Inc. | Free floating floor system |
US4995210A (en) * | 1988-02-29 | 1991-02-26 | Robbins, Inc. | Free floating floor system and method for forming |
WO1994023149A1 (en) * | 1993-03-31 | 1994-10-13 | Bass, Donna, R. | Lightweight metal truss and frame system |
US5499480A (en) * | 1993-03-31 | 1996-03-19 | Bass; Kenneth R. | Lightweight metal truss and frame system |
US5664388A (en) * | 1993-03-31 | 1997-09-09 | Donna Bass | Structural shear resisting member and method employed therein |
US5692353A (en) * | 1993-03-31 | 1997-12-02 | Bass, Deceased; Kenneth R. | Lumber-compatible lightweight metal construction system |
US5842318A (en) * | 1993-03-31 | 1998-12-01 | Bass, Deceased; Kenneth R. | Lumber-compatible lightweight metal construction system |
US5904025A (en) * | 1993-03-31 | 1999-05-18 | Donna Bass | Method for reinforcing a structural frame |
US6170217B1 (en) * | 1999-02-05 | 2001-01-09 | Darrell G. Meyer | Bearing elements and methods relating to same |
WO2000046459A1 (en) * | 1999-02-05 | 2000-08-10 | Darrell Meyer | Weight bearing systems and methods relating to same |
US6802170B2 (en) | 2002-01-07 | 2004-10-12 | Kurt K. Davis | Box beam and method for fabricating same |
FR2874951A1 (en) * | 2004-09-07 | 2006-03-10 | Claude Darracq | I-beam for use as e.g. roof support in building, has struts constituted of joined wooden poles and assembled by metallic connecting unit that has two profiles, where one of profiles has longitudinal projecting rib in its central part |
US20070137134A1 (en) * | 2005-09-02 | 2007-06-21 | Tecton Products | Structural wall building product |
US20110067332A1 (en) * | 2005-09-02 | 2011-03-24 | Tecton Products, Llc | Structural wall building product |
US8033076B2 (en) | 2005-09-02 | 2011-10-11 | Tecton Products | Structural wall building product |
US8146321B2 (en) * | 2005-09-02 | 2012-04-03 | Tecton Products, Llc | Structural wall building product |
US20080053032A1 (en) * | 2006-08-31 | 2008-03-06 | Hockemeyer Timothy J | Support column system for emergency isolation and treatment shelter (EITS) |
US8713888B2 (en) | 2009-07-01 | 2014-05-06 | Joseph K. Glenn | Vertical nailer for a roof panel structure |
US20110000165A1 (en) * | 2009-07-01 | 2011-01-06 | Stellar Structures | Vertical nailer for a roof panel structure |
US8820033B2 (en) * | 2010-03-19 | 2014-09-02 | Weihong Yang | Steel and wood composite structure with metal jacket wood studs and rods |
US20130239512A1 (en) * | 2010-03-19 | 2013-09-19 | Weihong Yang | Steel and wood composite structure with metal jacket wood studs and rods |
US20130160398A1 (en) * | 2010-03-19 | 2013-06-27 | Weihong Yang | Composite i-beam member |
US8910455B2 (en) * | 2010-03-19 | 2014-12-16 | Weihong Yang | Composite I-beam member |
USD806270S1 (en) * | 2016-06-03 | 2017-12-26 | Jose Constantino Moreno | Hybrid stud |
US10570618B2 (en) * | 2018-03-06 | 2020-02-25 | Timothy Michael LIESCHEIDT | Building chord and building truss |
US20210262224A1 (en) * | 2018-11-13 | 2021-08-26 | Tommy Tolson | Loft conversion |
US12180708B2 (en) * | 2018-11-13 | 2024-12-31 | Tommy Tolson | Loft conversion |
US20220145631A1 (en) * | 2019-02-18 | 2022-05-12 | Atricon Ab | Building stud, wall structure comprising such a building stud and a method for forming a wall structure |
US11814844B2 (en) * | 2019-02-18 | 2023-11-14 | Atricon Ab | Building stud, wall structure comprising such a building stud and a method for forming a wall structure |
US11603663B2 (en) * | 2019-03-26 | 2023-03-14 | Giuseppe IERADI | Strut and method of using same |
RU2731485C1 (en) * | 2019-05-14 | 2020-09-03 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Казанский государственный архитектурно-строительный университет" (КазГАСУ) | Woodmetallic h-beam |
GB2599155A (en) * | 2020-09-28 | 2022-03-30 | Mextru Ltd | Base structure component |
GB2599155B (en) * | 2020-09-28 | 2024-08-21 | Mextru Ltd | Base structure component |
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