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US2734117A - randall - Google Patents

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Publication number
US2734117A
US2734117A US2734117DA US2734117A US 2734117 A US2734117 A US 2734117A US 2734117D A US2734117D A US 2734117DA US 2734117 A US2734117 A US 2734117A
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Prior art keywords
section
members
complementary
rail
welding
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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
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
    • 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
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0413Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
    • 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
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/043Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the hollow cross-section comprising at least one enclosed cavity
    • 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
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0465Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section square- or rectangular-shaped

Definitions

  • Figure l is a plan view of one section of a beam prior to assembly.
  • Figure 2 is a cross section of a completed beam after assembly.
  • Figure 3 is a cross section of another form of the invention and Figure 4 is a cross section of another form of the invention.
  • Figure 1 represents a plan view of a portion of the rail. This portion constitutes a U-shaped member drawn from hot rolled low carbon open hearth steel. In cross section this piece approximates the letter U.
  • Figure 2 represents the rail shown in Figure 1 assembled with the complementary U-shaped member going to make up a completed frame rail. As can be seen best from Figure 2, the rail section illustrated in plan view in Figure 1 comprises a bottom section 10 and two side sections 11, the side sec tion 11 being periodically pushed out to provide scallops 12. Typical practice would involve such scallops having a width of about 1 /8 inch set on 2 inch centers. These scallops are about 1% inch deep.
  • upper section 13 is superimposed upon bottom section 10.
  • upper section 13 is a plain U-shaped member devoid of the scallops which distinguish bottom section 10.
  • intersection of the edges of upper section 13 and the scallops 12 of bottom section 10 provide a series of uniformly spaced disconnected welding areas of limited extent.
  • the particular configuration given the upper edges of scallop 12 has been developed to provide as nearly uniform welding areas as possible despite relative sideward displacement of bottom section 10 and upper section 13.
  • Bottom section 10 and upper section 13 are assembled as shown in Figure 2 and welded together by applying simultaneous pressure and a low potential alternating current to the two remote faces of the box section so produced.
  • the area represented by the intersection of the two sections are effectively welded together and to some extent upset by the combined mechanical pressure and electrical energy.
  • this upsetting action it is necessary that all of the welds in a given section of the rail be made simultaneously.
  • Figure 4 shows an alternative structure in which only one edge of one member is scalloped and the joint on the other side of the box is made by arc weld 14.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Body Structure For Vehicles (AREA)

Description

Feb. 7, 1956 J. F. RANDALL 2,734,117
BEAM MEMBER Filed Jan. 25, 1953 2 SheetsSheet 1 JOHN F RAND/4L L 507;;VVEgOR.
BY JF A TTORNEVS.
United States Patent BEAM MEMBER John F. Randall, Detroit, Mich., assignor to Ford Motor Company, Dearborn, Mich., a corporation of Delaware Application January 23, 1953, Serial No. 332,871
3 Claims. (Cl. 219-) This invention is concerned with the science of working metal and more particularly with a process for the fabrication of sheet steel into a hollow rigid structural member having a high ratio of strength and rigidity to weight. This member has been particularly designed as a portion of a vehicular frame but its utility is by no means so limited as it may be employed in any situation where a strong, light and rigid structural member is necessary. This invention is probably best understood by reference to the drawings in which:
Figure l is a plan view of one section of a beam prior to assembly.
Figure 2 is a cross section of a completed beam after assembly.
Figure 3 is a cross section of another form of the invention and Figure 4 is a cross section of another form of the invention.
In the production of automobile frames it has become customary to produce the side rail member by bending two complementary halves of the rail into U-shaped members in a conventional press. These two members are then jigged with the open sides together and secured in this position by arc welding. A so-called box rail is produced in this manner which has excellent structural and weight characteristics but which has required the use of large amounts of hand labor for the manual arc welding of the two complementary sections. In an endeavor to produce a more economical frame rail this invention has been developed.
Figure 1 represents a plan view of a portion of the rail. This portion constitutes a U-shaped member drawn from hot rolled low carbon open hearth steel. In cross section this piece approximates the letter U. Figure 2 represents the rail shown in Figure 1 assembled with the complementary U-shaped member going to make up a completed frame rail. As can be seen best from Figure 2, the rail section illustrated in plan view in Figure 1 comprises a bottom section 10 and two side sections 11, the side sec tion 11 being periodically pushed out to provide scallops 12. Typical practice would involve such scallops having a width of about 1 /8 inch set on 2 inch centers. These scallops are about 1% inch deep.
To form the completed frame rail a complementary upper section 13 is superimposed upon bottom section 10. It will be noted that upper section 13 is a plain U-shaped member devoid of the scallops which distinguish bottom section 10. When superimposed upon bottom section 10, the intersection of the edges of upper section 13 and the scallops 12 of bottom section 10 provide a series of uniformly spaced disconnected welding areas of limited extent. The particular configuration given the upper edges of scallop 12 has been developed to provide as nearly uniform welding areas as possible despite relative sideward displacement of bottom section 10 and upper section 13.
Bottom section 10 and upper section 13 are assembled as shown in Figure 2 and welded together by applying simultaneous pressure and a low potential alternating current to the two remote faces of the box section so produced. By so doing the area represented by the intersection of the two sections are effectively welded together and to some extent upset by the combined mechanical pressure and electrical energy. By virtue of this upsetting action it is necessary that all of the welds in a given section of the rail be made simultaneously.
Because of the length of a conventional automobile frame and the fact that all Welds in a given section must be made simultaneously, resort may be had to welding the rail in two distinct sections separated by a sizeable portion of unwelded rail. In this way the investment in the welding machine and the heavy momentary demand upon the power system may be avoided. For example, a 5 foot section on either end of the rail could be projection welded as described and the intermediate section completed by arc welding according to present practice.
Without departing from the scope of the invention resort may be had to scalloping one edge of upper section 13 and leaving one edge of bottom section 10 plain as shown in Figure 3 which is a cross section of such a member. It is to be understood of course that the edges scalloped are to be chosen in this case so that a plain edge abuts a scalloped edge. Similarly, both edges of both members may be scalloped and assembled together with the scallops out of phase to produce welding inter sections of the desired extent. It is within the scope of the invention that the scallop in the one rail and those of the other may not have identical curves but such curves may be adjusted to give the desired spacing and size of projection welding areas.
Figure 4 shows an alternative structure in which only one edge of one member is scalloped and the joint on the other side of the box is made by arc weld 14.
I claim as my invention:
1. The process of manufacturing hollow steel structural members comprising forming sheet steel into two separate complementary U-shaped members, scalloping the edges of one of said complementary U-shaped members, the metal at the said scalloped edges being displaced at the peaks of the scallops so formed a distance substantially greater than the thickness of the metal whereby upon assembly of the separate complementary U-shaped members a series of spaced disconnected welding areas of limited extent are formed, assembling said complementary members with the open sides together and with their edges abutting to form a box-like structure and projection welding said members together by passing a large electrical current through said disconnected welding areas.
2. The process of manufacturing hollow steel structural members comprising forming sheet steel into two separate complementary U-shaped members, scalloping one edge of each of said complementary U-shaped members, the metal at the said scalloped edges being displaced at the peaks of the scallops so formed a distance substantially greater than the thickness of the metal whereby upon assembly of the separate complementary U-shaped members a series of disconnected welding areas of limited extent are formed, assembling said complementary members with the open sides together and with their edges abutting with the scalloped edge of one member adjacent the unscalloped edge of the other to form a box-like structure and projection welding said members together by passing a large electrical current through said disconnected welding areas.
3. The process of manufacturing hollow steel structural members comprising forming sheet steel into two separate complementary U-shaped members, scalloping at least one edge of each of said complementary U-shaped members, the metal at the said scalloped edges being displaced at the peaks of the scallops so formed a distance substantially greater than the thickness of the metal whereby upon assembly of the separate complementary U-shaped' members a series of disconnected Welding areas are formed, assembling said complementary members With the open sides and scalloped edges together and With the scallops out of register to form a borellke structure and projection welding said members together by passing a large electrical current through said disconnected welding areas.
References Cited in the file of' this patent UNITED. STATES PATENTSv Holmes Sept. 11, 1923 Holmes June 23, 1931 Townsend Dec. 5, 1933 Miller July 10, 1934 Greulich Dec. 22, 1936 Weightrnan Jan. 28, 1941 OTHER REFERENCES Welding Handbook, 3rd ed,, 1950; page'395.
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2843725A (en) * 1955-03-24 1958-07-15 Smith Corp A O Box section and method of making
FR2585753A2 (en) * 1985-07-31 1987-02-06 Viry & Fils Chaudronnerie Improvement to vertical constructions
US20070237607A1 (en) * 2006-04-11 2007-10-11 Illinois Tool Works Inc. Scalloped tape collating strip for nails
WO2013028630A2 (en) * 2011-08-19 2013-02-28 Leroy Hagenbuch An improved off-highway truck body floor design
US20190152304A1 (en) * 2017-11-22 2019-05-23 Kabushiki Kaisha Kobe Seiko Sho (Kobe Steel, Ltd.) Door beam
DE102019204727A1 (en) * 2019-04-03 2020-10-08 Thyssenkrupp Steel Europe Ag Backrest for a seat

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1467792A (en) * 1921-10-14 1923-09-11 Thomas E Murray Uniting metal parts
US1811500A (en) * 1929-01-23 1931-06-23 Metropolitan Eng Co Welding segments
US1937997A (en) * 1930-09-15 1933-12-05 Gen Motors Corp Welded brake shoe
US1966210A (en) * 1933-07-03 1934-07-10 Smith Corp A O Process of electric flash welding
US2065494A (en) * 1936-07-30 1936-12-22 Gerald G Greulich Welded structural member
US2229993A (en) * 1937-05-19 1941-01-28 Budd Edward G Mfg Co Press welding machine and method

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1467792A (en) * 1921-10-14 1923-09-11 Thomas E Murray Uniting metal parts
US1811500A (en) * 1929-01-23 1931-06-23 Metropolitan Eng Co Welding segments
US1937997A (en) * 1930-09-15 1933-12-05 Gen Motors Corp Welded brake shoe
US1966210A (en) * 1933-07-03 1934-07-10 Smith Corp A O Process of electric flash welding
US2065494A (en) * 1936-07-30 1936-12-22 Gerald G Greulich Welded structural member
US2229993A (en) * 1937-05-19 1941-01-28 Budd Edward G Mfg Co Press welding machine and method

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2843725A (en) * 1955-03-24 1958-07-15 Smith Corp A O Box section and method of making
FR2585753A2 (en) * 1985-07-31 1987-02-06 Viry & Fils Chaudronnerie Improvement to vertical constructions
US20070237607A1 (en) * 2006-04-11 2007-10-11 Illinois Tool Works Inc. Scalloped tape collating strip for nails
US7845888B2 (en) * 2006-04-11 2010-12-07 Illinois Tool Works Inc. Scalloped tape collating strip for nails
WO2013028630A2 (en) * 2011-08-19 2013-02-28 Leroy Hagenbuch An improved off-highway truck body floor design
WO2013028630A3 (en) * 2011-08-19 2014-04-24 Leroy Hagenbuch An improved off-highway truck body floor design
US8770651B2 (en) 2011-08-19 2014-07-08 Leroy G. Hagenbuch Off-highway truck body floor design
US20190152304A1 (en) * 2017-11-22 2019-05-23 Kabushiki Kaisha Kobe Seiko Sho (Kobe Steel, Ltd.) Door beam
US10843537B2 (en) 2017-11-22 2020-11-24 Kobe Steel, Ltd. Door beam
DE102019204727A1 (en) * 2019-04-03 2020-10-08 Thyssenkrupp Steel Europe Ag Backrest for a seat

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