US2167835A - Structural joist or nailer stud - Google Patents

Structural joist or nailer stud Download PDF

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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
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Prior art keywords
nailer
strip
stud
web
structural member
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US182352A
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Gerald G Greulich
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/292Joists; 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.
US182352A 1937-12-29 1937-12-29 Structural joist or nailer stud Expired - Lifetime US2167835A (en)

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Cited By (33)

* Cited by examiner, † Cited by third party
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

Cited By (46)

* Cited by examiner, † Cited by third party
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
US5904025A (en) * 1993-03-31 1999-05-18 Donna Bass Method for reinforcing a structural frame
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
WO1994023149A1 (en) * 1993-03-31 1994-10-13 Bass, Donna, R. Lightweight metal truss and frame system
WO2000046459A1 (en) * 1999-02-05 2000-08-10 Darrell Meyer Weight bearing systems and methods relating to same
US6170217B1 (en) * 1999-02-05 2001-01-09 Darrell G. Meyer Bearing elements 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
US8146321B2 (en) * 2005-09-02 2012-04-03 Tecton Products, Llc 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
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)
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
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

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