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US1422694A - Rolled iron bar - Google Patents

Rolled iron bar Download PDF

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Publication number
US1422694A
US1422694A US319042A US31904219A US1422694A US 1422694 A US1422694 A US 1422694A US 319042 A US319042 A US 319042A US 31904219 A US31904219 A US 31904219A US 1422694 A US1422694 A US 1422694A
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United States
Prior art keywords
girder
slits
iron
bar
rolled iron
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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
Application number
US319042A
Inventor
Gockel Heinrich
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Individual
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Priority to US319042A priority Critical patent/US1422694A/en
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Publication of US1422694A publication Critical patent/US1422694A/en
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Expired - Lifetime legal-status Critical Current

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Classifications

    • 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
    • E04C3/08Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • E04C3/083Honeycomb girders; Girders with apertured solid web
    • 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
    • E04C2003/0421Joists; 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 comprising one single unitary part
    • 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
    • E04C2003/0434Joists; 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 open cross-section free of enclosed cavities
    • 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

  • the slits v1 of the rolled iron girders a form broken or angular lines, the angle of which is placed opposite the stay or plain portion between the ends of two angular slits' of the following row of slits 2T.
  • the said slits z' are cut in double arrangement and the two legs of each angular slit z' are cut at a roofshaped angle with relation to the transverse axis of the girder, the apex of the upper range of slits being directed upward, while the apex of the lower range of slits is' directed downwards.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

H. GQQKEL. ROLLED IRON BAE. APPLICATION FILED AUG.2I| i919.
)1.%2269 Patmed July M, 31922,
M @SW7 1 i iid W'mswf Q i@ /QT MyW/mw? Y i y gggggm entre STATES HEINRICH GOCKEL, 0F NEWIED-ON-THE-R-HINE, GERMANY.
ROLL-ED IRON BAR.
raaaeea.
Application led August 21, 1919.
To all w 710m t may concern.'
Be it known that I, HEINRICH GooKnL, citizen oit Germany, residing at Rheinstrasse 73, Neuwied-on-the-Rhine, Germany, have invented certain new and useful Improvements in Rolled Iron Bars (for which have filed application in Germany, January 23, 1917, of which the following is a specification.
My invention relates to improvements in rolled iron bars or" the kind usually employed as girders and building iron trussed in concrete, and it consists in a particular mode of slitting the middle-leg or stay of the bar and of pulling asunder the slitted bar to an enlarged width, thereby endowng the same with an increased bearing power and, in case the improved slitting be employed with girders, to thereby obtain a better binding of the concrete to the iron skeleton.
The mode of slitting the middle-leg of girder-iron and of tearing the slitted bar asunder to an increased width is well known. The particular mode of locating the slits, according to my invention, essentially con sists in forming said slits by alternating rows of opposite direction with relation to the axis of the bar or girder, thereby causing the same to constitute broken lines. In pulling asunder a girder slitted in such a manner, triangular apertures are obtained in the iron. But by the pulling strain the oblique bars of the girder become stretched and in consequence, the pulling asunder must not be carried too far, otherwise the stays will be likely to break or, at least, be considerably reduced in strength. For such reason, according to this invention, the slits are cut alternately in opposite directions and obliquely to the axis of the girder, whereby the cutting line, when coherent, will form a broken line, the angle of which will take the place opposite the stay which remains in full between the ends of two parallel slits. By this means, on drawing asunder the girder to an enlarged width, a girder is obtained with lozenged apertures, in which the connecting stays are but very slightly subjected to a stretching strain, though the height of the girder is considerably increased. The final result is this, that a girder is obtained which gives greater bearing power combined with great lightness of weight.
A further considerable advantage of girders of such kind is obtained in employing a double arrangement of slits, whereby each Specification of Letters Patent.
Patented July il, i922.
Serial No. 319,042.
slit produces a tongue, which is separated in the angle of the slit. This allows ot permitting the tongues or strips of metal formed to cohere with the main stay of the girder at one of their ends, while the other end may be bent outward. On bending one end to the sides of the stay alternately, one to the right side and one to the left, the rolled iron will be still better bound into the concrete. For the same purpose double slits of the kind may be employed also with other arrangements of slits, for instance with straight slits as described before, cut in parallel rows.
To make my invention perfectly understood, I will now proceed in describing the same with reference to the accompanying sheet of drawings, in which- Fig. l represents a cross-section of the girder employed to support a ceiling contiguous to both sides of the girder.
Fig. 2 is a side elevation ot the slitted girder, showing, on the lett, the structure before the slitted member is extended vertically, and, on the right, the parts in the position they assume after the blank has been extended vertically.
Fig. 3 is a horizontal section and Fig. 4- a transverse vertical section of the girder.
From Fig. 2 it will be evident, that the slits v1 of the rolled iron girders a form broken or angular lines, the angle of which is placed opposite the stay or plain portion between the ends of two angular slits' of the following row of slits 2T. The said slits z' are cut in double arrangement and the two legs of each angular slit z' are cut at a roofshaped angle with relation to the transverse axis of the girder, the apex of the upper range of slits being directed upward, while the apex of the lower range of slits is' directed downwards. On pulling the girder asunder in the vertical directions, as shown on the right side of Fig. 2, the height of the girder will be increased, as shown, the two parallel long sides of each slit will be torn into the triangular shape and the strips of metal c", separating the slits t', will be straightened or stretched, the middle portion of said strips c, then, will be bent outward, one portion to the right and the other to the left, keeping their connection with the girder at the respective end.
Above the slits 1I stamp from the met-al tongues or strips (Z, which tongues I bend out to both sides alternately, thereby allowing the concrete to pass' through the holes c.
The said tongues or strips el as Well as the metal strips t" serve to improve the trussing b of concrete, engaged between them to support the ceiling. They intercept or take up the strains acting transversely to the length of the girder.
In Figure l, Z) represents concrete into which the iron har or girder is set, h` being reinforcing bars therein. Figure 3 shows in horizontal section the girder in extended position, While Figure L shows the disposition of the parts thereof, as seen in vertical cross section.
I claim as my invention:
l. An iron bar provided with a body portion slitted upon angular lines With the slits alternately disposed, and overlapped and arranged in rows inclined to the longitudinal axis of the bar.
2- A bar in accordance with claim 1 wherein the slits have their intermedial connecting strips with one end connected to the main side and their outer ends bent to alternate sides.
3. A bar in accordance With claim 2 Wherein the apex of one row of slitsis turned in one direction and that of the other row turned in the opposite direction.
-In testimony whereof I aliX my signature in presence of tWo Witnesses.
` HEINRICH GOCKEL.
IVitnesses:
HEINRICH SoHi'rBnLs, JoHANNnTTn Hor.
US319042A 1919-08-21 1919-08-21 Rolled iron bar Expired - Lifetime US1422694A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2879661A (en) * 1952-12-22 1959-03-31 Rheinbau Gmbh Lattice girder
US3440793A (en) * 1965-07-30 1969-04-29 Pierre A Zehnle Girder/concrete combination

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2879661A (en) * 1952-12-22 1959-03-31 Rheinbau Gmbh Lattice girder
US3440793A (en) * 1965-07-30 1969-04-29 Pierre A Zehnle Girder/concrete combination

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