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US4030265A Expired / Lapsed US ⏱️ 0.0 years remaining

Arch beams and plates

Assignee: Individual
•
Filing: 1975-10-24
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Granted: 1977-06-21
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Expires: 1995-10-24
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Abstract

Abstract An arch beam comprising a tied arch with a low modulus filler between the compression and tension elements. A filler and wearing surface are used over the arch to form a horizontal surface and to distribute the load where desired. The filler serves to provide elastic support for the low rise arch compression member, thereby greatly increasing its buckling resistance.

Inventors

  • 👤 Jay R. Allgood

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-07 10:27
CPC Classifications
E; E04; E04C; E04C3/00; E04C3/02; E04C3/29; E04C3/38; E04C3/46

Claims Analysis

Total Claims: 19
Claim 1
Independent Claim 313 words
A low-rise light-weight synergistic arch-beam utilizing elastic support to vastly increase the transitional buckling load of a shallow arch and permitting large reductions in dead load, comprising: a. a compression element in the form of an elongated low-rise arch member of high compression strength material; b. a tie element of high tensile strength material; c. the opposite ends of said arch member being fastened to respective opposite ends of said tie element such that the opposite ends of said arch member react against each other through said tie element; said joined arch member and tie element being supported at said opposite ends thereof; d. an elastic support means of low modulus material filling the space between said arch and said tie element and being internally confined therebetween to form a tied arch-beam structure; e. said low modulus material operating to hold said arch and tie element apart except where fastened together at said opposite ends thereof and to maintain proper position with respect to each other for greatly increasing the transitional buckling load of the resultant arch-beam structure such that the arch-beam structure transfers load in essentially pure compression through said arch member to said supports at the opposite ends thereof; said elastic support means of low modulus material allowing a significant decrease in the material normally required for forming said low-rise arch member and still support a given load that would otherwise exceed the buckling load of said arch member and normally cause collapse of the low-rise arch member; f. the tensile strength of said tie element normally determining the failure mode of the arch-beam structure; g. said synergistic arch-beam providing greater ease in deflection control over conventional flexural elements, thereby permitting a much greater percentage of available resistance to be utilized in carrying live loads; the limitations of ordinary shallow arches and the inefficiency of conventional flexural elements being eliminated therein.
Claim 2
Dependent Claim 313 words
A low-rise light-weight synergistic arch-beam utilizing elastic support to vastly increase the transitional buckling load of a shallow arch and permitting large reductions in dead load, comprising: a. a compression element in the form of an elongated low-rise arch member of high compression strength material; b. a tie element of high tensile strength material; c. the opposite ends of said arch member being fastened to respective opposite ends of said tie element such that the opposite ends of said arch member react against each other through said tie element; said joined arch member and tie element being supported at said opposite ends thereof; d. an elastic support means of low modulus material filling the space between said arch and said tie element and being internally confined therebetween to form a tied arch-beam structure; e. said low modulus material operating to hold said arch and tie element apart except where fastened together at said opposite ends thereof and to maintain proper position with respect to each other for greatly increasing the transitional buckling load of the resultant arch-beam structure such that the arch-beam structure transfers load in essentially pure compression through said arch member to said supports at the opposite ends thereof; said elastic support means of low modulus material allowing a significant decrease in the material normally required for forming said low-rise arch member and still support a given load that would otherwise exceed the buckling load of said arch member and normally cause collapse of the low-rise arch member; f. the tensile strength of said tie element normally determining the failure mode of the arch-beam structure; g. said synergistic arch-beam providing greater ease in deflection control over conventional flexural elements, thereby permitting a much greater percentage of available resistance to be utilized in carrying live loads; the limitations of ordinary shallow arches and the inefficiency of conventional flexural elements being eliminated therein.
Claim 3
Dependent Claim 40 words
A structural member as in claim 1 wherein a low modulus filler material is also provided between the top of said arch member and a horizontal surface above said arch member for distributing concentrated and other loads to the arch-beam.
Claim 4
Dependent Claim 20 words
A structural member as in claim 2 wherein a wearing surface is provided on the horizontal surface above said arch.
Claim 5
Dependent Claim 42 words
A structural member as in claim 2 wherein a reaction block is provided at each intersection of said arch member and said tie element at the opposite ends thereof to distribute stress concentration from any reaction forces at the points of support.
Claim 6
Dependent Claim 21 words
A structural member as in claim 2 wherein exterior exposed surfaces of said filler material are provided with a protective coating.
Claim 7
Dependent Claim 13 words
A structural member as in claim 2 wherein said tie element is flat.
Claim 8
Dependent Claim 18 words
A structural member as in claim 2 wherein said tie element is in the form of a catenary.
Claim 9
Dependent Claim 37 words
A structural member as in claim 1 wherein said entire arch-beam is provided with a coating for retaining the filler material between said arch member and said tie element and for protecting the arch-beam from the elements.
Claim 10
Dependent Claim 29 words
A structural member as in claim 2 wherein said entire arch-beam is provided with a coating for retaining said filler material and for protecting the arch-beam from the elements.
Claim 11
Dependent Claim 21 words
A structural member as in claim 2 wherein the cross-sectional shape of said arch member across the width thereof is rectangular.
Claim 12
Dependent Claim 21 words
A structural member as in claim 2 wherein the cross-sectional shape of said arch member across the width thereof is corrugated.
Claim 13
Dependent Claim 16 words
A structural member as in claim 2 wherein the material of said arch element is wood.
Claim 14
Dependent Claim 16 words
A structural member as in claim 2 wherein the material of said arch element is concrete.
Claim 15
Dependent Claim 16 words
A structural member as in claim 2 wherein the material of said arch element is steel.
Claim 16
Dependent Claim 16 words
A structural member as in claim 2 wherein the material of said tie element is steel.
Claim 17
Dependent Claim 14 words
A structural member as in claim 2 wherein said filler material is foamed cement.
Claim 18
Dependent Claim 14 words
A structural member as in claim 2 wherein said filler material is foamed polystyrene.
Claim 19
Dependent Claim 14 words
A structural member as in claim 2 wherein said filler material is polyurethane foam.

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1980-06-20 1980-12-20 1981-06-21 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1984-06-20 1984-12-20 1985-06-21 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1988-06-20 1988-12-20 1989-06-21 $7700.00 Window Closed / Lapsed

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