US669639A - Beam-joist. - Google Patents

Beam-joist. Download PDF

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Publication number
US669639A
US669639A US4090500A US1900040905A US669639A US 669639 A US669639 A US 669639A US 4090500 A US4090500 A US 4090500A US 1900040905 A US1900040905 A US 1900040905A US 669639 A US669639 A US 669639A
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United States
Prior art keywords
web
beams
perforations
joist
flanges
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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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US4090500A
Inventor
Curt Hessel
Walther Sippel
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Individual
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Priority to US4090500A priority Critical patent/US669639A/en
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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
    • 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
    • E04C2003/0452H- or I-shaped

Definitions

  • This invention relates to wrought iron beams, joists, or the like of H or double-T section and formed in one piece by rolling. Compared with beams as made at present a beam constructed or formed to embody these improvements is considerably lighter, although its stiffness is not interfered with, its application to building purposes is simplified, and it may be more generally used, the cost of labor and material is considerably reduced and the cost of production is not increased.

Description

No. 669,639. Patented Mar. l2, I90I.
C. HESSEL &. W. SIPPEL.
as JOIST.
(Applfication film! Dec. 24, 19%)., (No Model) 2 Shasta-Shoo! l.
m: NORM! 9mm :0. radio-union wAsmnamm u c.
BBBBBBBB T.
mmmmm is (u Nodal.)-
CURT HESSEL AND WALTHER SIPPEL, OF BER-LIN, GERMANY.
BEAM-JOIST.
SPECIFICATION forming part of Letters Patent No. 669,639, dated March 12, 1901.
Application filed December 24, 1900. Serial No. 40,905. No model.)
To all whom it may concern.-
Be it known that we, OURT HESSEL and WALTHER SIPPEL, citizens of the German Empire, residing at Berlin, Germany, have invented certain new and useful Improvements in Beam-Joists or the Like, of which the following is a description, reference being had to the accompanying drawings, and to the letters of reference marked thereon.
This invention relates to wrought iron beams, joists, or the like of H or double-T section and formed in one piece by rolling. Compared with beams as made at present a beam constructed or formed to embody these improvements is considerably lighter, although its stiffness is not interfered with, its application to building purposes is simplified, and it may be more generally used, the cost of labor and material is considerably reduced and the cost of production is not increased.
The new beam is formed with perforations in its central web, which give to it the appearance of a ladder. These perforations do not extend flush with the flanges,sothat the height of the perforations is less than the height of the web. The web is strengthened by having its thickness increased, the thicker part commencing at an equal distance from both flanges. The height of the thickened part of the web is also greater than the height of the perforations.
The new wrought-iron beam is intended for use in cases where cast-iron beams could not be used and is of the greatest importance, as by its use the construction of buildings is considerably simplified, cost is reduced, and greater strength and stiflness are obtained.
Wrought-iron beams with perforations have already been used in machine or similar construction-as, for instance, in a locomotive for the purpose of obtaining a reduction in weight; but such beams consist of simple sheets or plates of wrought-iron, the perforationsin which have been produced by punching, cutting, or the like, and are bound to have the stiifness of the original simple plate considerably reduced. The beam which is the subject of this invention leaves the rolling still quite finished and ready for use.
In the accompanying drawings, Figure 1 is a perspective view showing the present beam.
Fig. 2 is a fragmentary side elevation thereof. Fig. 3 is a cross-sectional elevation on the line 3 3 of Fig. 2. Fig. 4 is a sectional plan view on the line at 4 of Fig. 2, and Fig. 5 is a perspective view showing beams of the present type in use.
Referring now more particularly to the drawings, the letter a indicates the perforations, the length of each of which is a multiple of the breadth of one of the remaining solid parts I) of the central web 61. The web 61 is of normal thickness where it joins onto the upper and lower flanges c c, said flanges extending upon each side of the web, thus producing an I-beam; but at a short distance from said flanges the thickness is increased, as at e, throughout the length of the beam.
The many uses to which the present beam can be put will be apparent. It is usefulin constructing ceilings, moldings, cornices, floors, due. The new beam may also be usefully employed as a lamp post or standard, as the top may be easily reached without a ladder.
In Fig. 5 is illustrated a portion of a floor construction in which the present beams are used, said figu re showing one set of the beams made of less height than the other in order that the beams of one set can extend through the perforations of the beams of the other set. This figure also shows the intimate manner in which the beams can be bound together.
Having now particularly described and ascertained the nature of our said invention and in what manner the same is to be performed, we declare that what we claim is In a wrought beam-joist or the like, upper and lower flanges extending upon each side of the web, a web having its body portion thickened and provided with perforations therethrough, and short web-sections of less thickness than said web, said web-sections connecting said web with said flanges; substantially as described.
In witness whereof we have hereunto signed our names, this 28th day of November, 1900, in the presence of two subscribing witnesses.
GURT HESSEL. WALTHER SIPPEL.
Witnesses:
WOLDEMAR HAUPT, HENRY HASPER.
US4090500A 1900-12-24 1900-12-24 Beam-joist. Expired - Lifetime US669639A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US4090500A US669639A (en) 1900-12-24 1900-12-24 Beam-joist.

Applications Claiming Priority (1)

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US4090500A US669639A (en) 1900-12-24 1900-12-24 Beam-joist.

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US669639A true US669639A (en) 1901-03-12

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5749256A (en) * 1993-11-12 1998-05-12 Rotary Press Systems Inc. Method and apparatus for manufacturing a hot rolled beam
US6012256A (en) * 1996-09-11 2000-01-11 Programmatic Structures Inc. Moment-resistant structure, sustainer and method of resisting episodic loads
US6256958B1 (en) 1997-06-30 2001-07-10 Perf-X-Dek, L.L.C. Floor joist system
US20080134619A1 (en) * 2006-12-06 2008-06-12 Georgia-Pacific Wood Products Llc I-beam joist having openings formed therein for mechanical access
US20100293889A1 (en) * 2009-05-22 2010-11-25 Deboef Jr Duane R Alternative I-Stud

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5749256A (en) * 1993-11-12 1998-05-12 Rotary Press Systems Inc. Method and apparatus for manufacturing a hot rolled beam
US6012256A (en) * 1996-09-11 2000-01-11 Programmatic Structures Inc. Moment-resistant structure, sustainer and method of resisting episodic loads
US6256958B1 (en) 1997-06-30 2001-07-10 Perf-X-Dek, L.L.C. Floor joist system
US20080134619A1 (en) * 2006-12-06 2008-06-12 Georgia-Pacific Wood Products Llc I-beam joist having openings formed therein for mechanical access
US20100293889A1 (en) * 2009-05-22 2010-11-25 Deboef Jr Duane R Alternative I-Stud

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