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US4335556A Expired / Lapsed US ⏱️ 0.0 years remaining

Frame girder for underground drift and shaft construction

Assignee: Pantex Stahl Ag
•
Filing: 1980-04-15
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Granted: 1982-06-22
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Expires: 2000-04-15
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Abstract

Abstract The frame girder for underground drift construction comprises three or more retainer bars (3a, 3b) whose cross sections form a polygon, the retainer bars being affixed to one another by stiffener elements (4). Each stiffener element (4) comprises a number of cross struts (5) bent in their centers and inclined with respect to the retainer bars. The outer ends (9) of the struts (5) are each attached to one of the retainer bars. The stiffener element may be formed symmetrically with respect to a central plane extending obliquely to the retainer bars. The frame girder may be made from conventional round irons. It resists bending, torsion and buckling at very high loads, and no undesirable injection shadows are produced during concreting.

Inventors

  • 👤 Edgar Arnold

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-08 10:51
CPC Classifications
E; E04; E04C; E04C3/00; E04C3/38; E04C3/40; E04C3/02; E04C3/04; E04C3/08; E04C5/00; E04C5/01; E04C5/06; E04C5/065; E21; E21D; E21D11/00; E21D11/04; E21D11/10; E21D11/107; E04C2003/0486; E04C2003/0495

Claims Analysis

Total Claims: 5
Claim 1
Independent Claim 123 words
Frame girder for underground drift and shaft construction, comprising (a) at least three retainer bars forming a polygon in cross section; (b) means for connecting said retainer bars in fixed, spaced relation to one another, said means comprising struts corresponding in number to the number of retainer bars, each said strut being bent so as to define a central connecting region and two terminal regions inclined toward the corresponding retainer bar, said struts being located interiorly of said polygon formed by the cross sections of said retainer bars, the central connecting regions of said struts being rigidly connected together to form a strut cruciform with a central stiffening joint, the outer end of each said strut being attached to a said retainer bar.
Claim 2
Dependent Claim 123 words
Frame girder for underground drift and shaft construction, comprising (a) at least three retainer bars forming a polygon in cross section; (b) means for connecting said retainer bars in fixed, spaced relation to one another, said means comprising struts corresponding in number to the number of retainer bars, each said strut being bent so as to define a central connecting region and two terminal regions inclined toward the corresponding retainer bar, said struts being located interiorly of said polygon formed by the cross sections of said retainer bars, the central connecting regions of said struts being rigidly connected together to form a strut cruciform with a central stiffening joint, the outer end of each said strut being attached to a said retainer bar.
Claim 3
Dependent Claim 16 words
Frame girder according to claim 1, wherein said center sections of said struts are welded together.
Claim 4
Dependent Claim 21 words
Frame girder according to claim 1, characterized in that the outer ends of said struts are welded to said retainer bars.
Claim 5
Dependent Claim 27 words
Frame girder according to claim 1, wherein said at least one stiffener element is symmetrical with respect to a central plane extending obliquely to said retainer bars.

References Cited (Backward Citations)

US2098343A Cited
FR1098003A Cited
CH417020A Cited
US3727362A Cited
US4054013A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1985-06-21 1985-12-21 1986-06-22 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1989-06-21 1989-12-21 1990-06-22 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1993-06-21 1993-12-21 1994-06-22 $7700.00 Window Closed / Lapsed

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