US1451840A - Arch support for mines - Google Patents

Arch support for mines Download PDF

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Publication number
US1451840A
US1451840A US532930A US53293022A US1451840A US 1451840 A US1451840 A US 1451840A US 532930 A US532930 A US 532930A US 53293022 A US53293022 A US 53293022A US 1451840 A US1451840 A US 1451840A
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Prior art keywords
arch support
mines
section
arch
coupling
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Expired - Lifetime
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US532930A
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Novotny Rudolf
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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/14Lining predominantly with metal
    • E21D11/34Joints between vertical props and horizontal top bars
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B7/00Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections

Definitions

  • the object of my said invention is the provision of an arch support for mines embodying sections of railway rails, and couplings through the medium of which the sections are connected and held together in proper relation to form an efficient support for the roof and side walls of a mine tunnel; the sections of railway rails, preferably old discarded rails. and the metallic couplings being materially advantageous because of their ability to withstand deterioration for an indefinite period of time.
  • Figure l is an elevation showing an arch support constructed in accordance withA my invention.
  • Figure 2 is a.. detail vertical section taken in the plane indicated by the line 2-2 of Figure Y
  • Figure 3 is a detail section taken in the plane indicated by the line 3-3 of Figure l.
  • Figure i is a detail perspective of one of the couplings.
  • Figure 5 is an inverted plan view of the same.
  • the upright side sections l and the crown section 2 of my novel arch support are formed of old railway rails, the crown section 2 being superimposed at its ends on the upper ends of the side sections l.
  • the couplings 3 which may be formed of cast iron or other appropriate metal are identical in construction and therefore a detailed description of the one shown in Figures 2, 3, 4t and 5 will sutlice to impart a definite understanding of both.
  • the coupling alluded to is preferably, though not necessarily, made in one piece and includes a bar --tadapted to rest on the upper end of one upright section jl. Depending from the Serial No. 532,930.
  • flanges 5 adapted to rest at opposite sides of the web of section l.
  • the coupling is provided with a flange 6 to rest on the end of the base of the section i, while depending froin the flange 6 is a tiange 7 arranged to bear against the underside of the base of the section i, on which flange 7 are cud loops '7* tov embrace the base edges on the rail l.
  • the coupling has at the outer end of the bar 4 a T-head 8 adapted to rest on the end of the head of section l ⁇ and reaching from the outer edge of the T-head 8 are two spaced arms 9 arranged to rest at opposite sides of the web of the crown section 2 with a view to preventing lateral displacement of the said crown section.
  • the coupling' will serve to effectively retain the said sections in the working relation illustrated. It will also be readily appreciated that in virtue of the construction described the section l and the crown section 2 may be expeditiously and easily tied together so as to form an efficient arch support.
  • T-head carried at the opposite end of the body bar and having spaced arms reachlng upwardly and long't-udlnally nwand from the outer edge of the T-head and then upwardly.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)

Description

R. NOVOTNY ARCH SUPPORT FOR MINES Filed Jan. 50. 1922 WITNESS:
"um l INVENTOR ATTORNEY Patented pr. i7, i923.
intere pipi Qi tif i a. it
RUDOLF NOVOTNY, OF PORTAGE, PENNSYLVANIA.
ARCH SUPPORT FOR MNES.
Application led January 30, 1922.
To all whom. t may concern:
Be it known that l, RUDOLF NovoTNY, a citizen of the Republic of Hungary, residing at Portage, in the county of Cambria and State of Pennsylvania, have invented new and useful. Improvements in Arch Supports for Mines, of which the following is a specification.
The object of my said invention is the provision of an arch support for mines embodying sections of railway rails, and couplings through the medium of which the sections are connected and held together in proper relation to form an efficient support for the roof and side walls of a mine tunnel; the sections of railway rails, preferably old discarded rails. and the metallic couplings being materially advantageous because of their ability to withstand deterioration for an indefinite period of time.
To the attainment of the foregoing, the invention consists in the improvement as hereinafter described and definitely claimed.
In the accompanying drawings, forming part of this specification Figure l is an elevation showing an arch support constructed in accordance withA my invention.
Figure 2 is a.. detail vertical section taken in the plane indicated by the line 2-2 of Figure Y Figure 3 is a detail section taken in the plane indicated by the line 3-3 of Figure l.
Figure i is a detail perspective of one of the couplings.
Figure 5 is an inverted plan view of the same.
Similar numerals of reference designate corresponding parts in all of the views of the drawings.
As hereinbefore indicated the upright side sections l and the crown section 2 of my novel arch support are formed of old railway rails, the crown section 2 being superimposed at its ends on the upper ends of the side sections l.
The couplings 3 which may be formed of cast iron or other appropriate metal are identical in construction and therefore a detailed description of the one shown in Figures 2, 3, 4t and 5 will sutlice to impart a definite understanding of both. The coupling alluded to is preferably, though not necessarily, made in one piece and includes a bar --tadapted to rest on the upper end of one upright section jl. Depending from the Serial No. 532,930.
side edges of the bar Lt are flanges 5 adapted to rest at opposite sides of the web of section l. At the inner end of the bart the coupling is provided with a flange 6 to rest on the end of the base of the section i, while depending froin the flange 6 is a tiange 7 arranged to bear against the underside of the base of the section i, on which flange 7 are cud loops '7* tov embrace the base edges on the rail l. ln addition to the portions indicated the coupling has at the outer end of the bar 4 a T-head 8 adapted to rest on the end of the head of section l` and reaching from the outer edge of the T-head 8 are two spaced arms 9 arranged to rest at opposite sides of the web of the crown section 2 with a view to preventing lateral displacement of the said crown section. Manifestly when the coupling is arranged as described relatively to the section l and the crown section 2 the coupling' will serve to effectively retain the said sections in the working relation illustrated. It will also be readily appreciated that in virtue of the construction described the section l and the crown section 2 may be expeditiously and easily tied together so as to form an efficient arch support.
In the practical use of my invention I would have it understood that it is contemplated to employ in a mine tunnel or chamber a plurality of arch supports such as shown in Figure l, the said arch supports being spaced apart, and when deemed necessary being tied together by appropriately connected longitudinal bars. These latter, however, l have deemed it unnecessary to illustrate.
have entered into a detailed description of the construction and relative arrangement of the parts embraced in the present and preferred embodiment of my invention in order to impart a full, clear and exact understanding of the said embodiment. I do not desire, however, to be understood as confining myself to the said specific construction and relative arrangement of parts inasmuch as in the future practice of the invention various changes and modifications may be made such as fall within-the scope of my invention as deined in my appended claim.
Having describe-d my invention, what I claim and desire to secure by Letters-Patent, isz- As a new article of manufacture, a. rigid coupling for use in mine arch supports,
loops, and a T-head carried at the opposite end of the body bar and having spaced arms reachlng upwardly and long't-udlnally nwand from the outer edge of the T-head and then upwardly.
n testlnlony whereof I aflx my signature.
RUDOLF NOVOTNY.
US532930A 1922-01-30 1922-01-30 Arch support for mines Expired - Lifetime US1451840A (en)

Priority Applications (1)

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US532930A US1451840A (en) 1922-01-30 1922-01-30 Arch support for mines

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2495711A (en) * 1945-05-14 1950-01-31 George E Fletcher Pallet stacking guide
US4091628A (en) * 1976-09-27 1978-05-30 Jay Hilary Kelley Prestressed elastic arched mine roof support
US4146349A (en) * 1976-09-27 1979-03-27 Kelley Jay H Mine roof support method and apparatus
FR2507247A1 (en) * 1981-06-03 1982-12-10 Usinor Strut supports for underground workings - has C=section welded head carrying horizontal girders and permitting slight rocking movement

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2495711A (en) * 1945-05-14 1950-01-31 George E Fletcher Pallet stacking guide
US4091628A (en) * 1976-09-27 1978-05-30 Jay Hilary Kelley Prestressed elastic arched mine roof support
US4146349A (en) * 1976-09-27 1979-03-27 Kelley Jay H Mine roof support method and apparatus
FR2507247A1 (en) * 1981-06-03 1982-12-10 Usinor Strut supports for underground workings - has C=section welded head carrying horizontal girders and permitting slight rocking movement

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