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US4352220A Expired / Lapsed US ⏱️ 0.0 years remaining

Method for the construction of a cable-stayed or rein-girth bridge

Assignee: POLENSKY & ZOLLNER A CORP OF W GERMANY
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Filing: 1980-08-28
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Granted: 1982-10-05
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Expires: 2000-08-28
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Abstract

Abstract Method for the construction of a cable-stayed or rein-girth bridge in which the stiffening beam is built together with the guying provided for the final state by the cycle-pushing method and brought into its final position. The guying takes over in this case the support of the stiffening beam during mounting and displacement of the bridge, so that temporary supports between the bridge piers and a temporary guying at the front end of the super-structure are not required.

Inventors

  • 👤 Hans Wittfoht

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-02 16:19
CPC Classifications
E; E01; E01D; E01D19/00; E01D19/14; E01D11/00; E01D11/04; E01D21/00; E01D21/06; E01D21/065; B; B62; B62B; B62B3/00; B62B3/04; B62B3/06; B62B3/0625

Claims Analysis

Total Claims: 8
Claim 1
Independent Claim 301 words
A method of constructing a cable-stayed or rein-girth bridge having opposite ends and including stiffening beam means comprised of a plurality of beam sections in ridigly joined end-to-end relationship between said opposite ends, pylon means extending upwardly relative to a given one of said beam sections between said ends and having an upper end, a plurality of tension means extending from said pylon means to spaced locations along said stiffening beam means, and upright pier means between said opposite ends and underlying said given one of said beam sections and said pylon means, comprising the steps of: constructing said pier means, constructing said beam sections individually at at least one of said opposite ends of said bridge and to include anchoring means for said tension means on beam sections forwardly and rearwardly of said given section with respect to the direction from said one end of said bridge toward the other, sequentially joining individual beam sections at said one end including said sections forwardly of said given section, supporting said joined sections at said one end and progressively displacing said joined sections in said forward direction, erecting upright support means at said one end of said bridge and on said given one of said beam sections, sequentially joining and progressively displacing additional beam sections in said forward direction including said sections rearwardly of said given section, securing said tension means to said upright support means while said given beam section is at said one end of said bridge and securing portions of said tension means to said anchoring means on said beam sections forwardly and rearwardly of said given section, and continuing to sequentially join and progressively displace beam sections in said forward direction until said given beam section and said upright support means thereon are positioned over said pier means.
Claim 2
Independent Claim 301 words
A method of constructing a cable-stayed or rein-girth bridge having opposite ends and including stiffening beam means comprised of a plurality of beam sections in ridigly joined end-to-end relationship between said opposite ends, pylon means extending upwardly relative to a given one of said beam sections between said ends and having an upper end, a plurality of tension means extending from said pylon means to spaced locations along said stiffening beam means, and upright pier means between said opposite ends and underlying said given one of said beam sections and said pylon means, comprising the steps of: constructing said pier means, constructing said beam sections individually at at least one of said opposite ends of said bridge and to include anchoring means for said tension means on beam sections forwardly and rearwardly of said given section with respect to the direction from said one end of said bridge toward the other, sequentially joining individual beam sections at said one end including said sections forwardly of said given section, supporting said joined sections at said one end and progressively displacing said joined sections in said forward direction, erecting upright support means at said one end of said bridge and on said given one of said beam sections, sequentially joining and progressively displacing additional beam sections in said forward direction including said sections rearwardly of said given section, securing said tension means to said upright support means while said given beam section is at said one end of said bridge and securing portions of said tension means to said anchoring means on said beam sections forwardly and rearwardly of said given section, and continuing to sequentially join and progressively displace beam sections in said forward direction until said given beam section and said upright support means thereon are positioned over said pier means.
Claim 3
Dependent Claim 29 words
The method according to claim 1, wherein said upright support means is a pylon permanently attached to said given beam section and providing said pylon means of said bridge.
Claim 4
Dependent Claim 84 words
The method according to claim 1, wherein said upright support means is a temporary pylon having an upper end, and including the further steps of erecting a permanent pylon on said pier means, said permanent pylon providing said pylon means of said bridge and having an upper end, transferring said tension means from said upper end of said temporary pylon to said upper end of said permanent pylon when said given beam section is positioned over said pier means, and removing said temporary pylon.
Claim 5
Dependent Claim 63 words
The method according to claim 3, wherein said upper end of said temporary pylon includes detachable head means to which said tension means is secured, said upper end of said permanent pylon including means for attaching said head means thereto, and transferring said tension means by detaching said head means from said temporary pylon and attaching said head means to said permanent pylon.
Claim 6
Dependent Claim 75 words
The method according to claim 4, wherein said means for attaching said head means to said permanent pylon includes supports on said permanent pylon spaced apart transverse to the direction between said opposite ends of said bridge, said head means being between said supports when said given beam section is over said pier means, fastening said head means to said supports on said permanent pylon, and then detaching said head means from said temporary pylon.
Claim 7
Independent Claim 303 words
A method of constructing a cable-stayed or rein-girth bridge having opposite ends and including stiffening beam means comprised of a plurality of beam sections in rigidly joined end-to-end relationship between said opposite ends, pylon means extending upwardly relative to a given one of said beam sections between said ends and having an upper end, a plurality of tension means extending from said upper end of said pylon means to spaced locations along said stiffening beam means, and upright pier means between said opposite ends and underlying said given one of said beam sections and said pylon means, comprising the steps of: constructing said pier means, constructing said beam sections individually at at least one of said opposite ends of said bridge, sequentially joining individual beam sections at said one end, supporting said joined sections at said one end and progressively displacing said joined sections from said one end of said bridge toward the other, erecting upright support means at said one end of said bridge and on said given one of said beam sections, said upright support means having an upper end, securing said tension means to said upper end of said upright support means while said given beam section is at said one end of said bridge and securing a portion of said tension means to beam sections forwardly of said given section with respect to the direction from said one end of said bridge toward the other, sequentially joining and progressively displacing additional beam sections in said direction and securing another portion of said tension means to said additional beam sections, and continuing to sequentially join and progressively displace beam sections in said direction until said given beam section and said upright support means therein are positioned over said pier means, and fastening said given beam section to said pier means.
Claim 8
Independent Claim 303 words
A method of constructing a cable-stayed or rein-girth bridge having opposite ends and including stiffening beam means comprised of a plurality of beam sections in rigidly joined end-to-end relationship between said opposite ends, pylon means extending upwardly relative to a given one of said beam sections between said ends and having an upper end, a plurality of tension means extending from said upper end of said pylon means to spaced locations along said stiffening beam means, and upright pier means between said opposite ends and underlying said given one of said beam sections and said pylon means, comprising the steps of: constructing said pier means, constructing said beam sections individually at at least one of said opposite ends of said bridge, sequentially joining individual beam sections at said one end, supporting said joined sections at said one end and progressively displacing said joined sections from said one end of said bridge toward the other, erecting upright support means at said one end of said bridge and on said given one of said beam sections, said upright support means having an upper end, securing said tension means to said upper end of said upright support means while said given beam section is at said one end of said bridge and securing a portion of said tension means to beam sections forwardly of said given section with respect to the direction from said one end of said bridge toward the other, sequentially joining and progressively displacing additional beam sections in said direction and securing another portion of said tension means to said additional beam sections, and continuing to sequentially join and progressively displace beam sections in said direction until said given beam section and said upright support means therein are positioned over said pier means, and fastening said given beam section to said pier means.

References Cited (Backward Citations)

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USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1985-10-04 1986-04-05 1986-10-05 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1989-10-04 1990-04-05 1990-10-05 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1993-10-04 1994-04-05 1994-10-05 $7700.00 Window Closed / Lapsed

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