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US3882564A Expired / Lapsed US ⏱️ 0.0 years remaining

Process for construction of bridges, in particular motorway flyovers

Assignee: D'ETUDES DE GENIE CIVIL ET DE TECHNIQUES INDUSTRIELLES Ste
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Filing: 1974-09-20
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Granted: 1975-05-13
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Expires: 1994-09-20
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Abstract

Abstract For constructing a bridge having two successive piers and a continuous deck resting thereon and made of consecutive prefabricated segments, two deck portions or ''''beams'''' - each of which rests upon a provisional horizontal platform via vertical jacks, over the upper face of each of the two piers and out of contact with said face- are separately prepared, then assembled together by horizontally moving said two deck portions towards each other and fastening them together, the continuous deck thus formed being then lowered by means of the jacks until it rests on the two piers.

Inventors

  • 👤 Jean Muller

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-02 15:19
CPC Classifications
E; E01; E01D; E01D21/00; E01D21/10; E01D21/105

Claims Analysis

Total Claims: 5
Claim 1
Independent Claim 371 words
In a process for construction of a bridge with at least two piers and a continuous deck resting on the said piers, the said deck comprising at least a central span between two successive piers and two lateral spans extending respectively on either side of the said central span, the said process in particular comprising, to construct the said deck, assembling and fastening by means of prestressing reinforcements a plurality of prefabricated segments each having two opposed end faces, each segment being applied with one of its end faces against the adjacent end face of the immediately adjacent segment, the improvement comprising the following successive steps: adjacent to each pier is erected a falsework having a substantially horizontal upper platform on which are arranged substantially vertical main jacks provided in their lower portions with sliding or rolling organs enabling the said jacks to slide or roll on the said platform; the segments of a deck portion which comprises a fraction of the central span and at least a fraction of the lateral span associated with the pier in question are then placed successively in position over each of the said platforms, bearing on the said platform by means of the said main jacks, and the said segments are joined together by means of temporary fastening organs, the deck portion thus formed - which is supported by the said main jacks - then extending over the upper face of the pier in question and out of contact with the said face; the main jacks supporting at least one of the two deck portions associated with two successive piers are then made to roll or slide on their platforms, so as to move the said two deck portions towards each other until their mutually facing end faces contact each other; the segments of the assembly formed by the said deck portions are then permanently fastened together by means of prestressing reinforcements distinct from the temporary fastening organs used before, so as to form a continuous deck; the said continuous deck is lowered by operating the said main jacks until it rests on the piers of the bridge; and the said temporary fastening organs and the said falseworks equipped with their jacks are disassembled.
Claim 2
Dependent Claim 371 words
In a process for construction of a bridge with at least two piers and a continuous deck resting on the said piers, the said deck comprising at least a central span between two successive piers and two lateral spans extending respectively on either side of the said central span, the said process in particular comprising, to construct the said deck, assembling and fastening by means of prestressing reinforcements a plurality of prefabricated segments each having two opposed end faces, each segment being applied with one of its end faces against the adjacent end face of the immediately adjacent segment, the improvement comprising the following successive steps: adjacent to each pier is erected a falsework having a substantially horizontal upper platform on which are arranged substantially vertical main jacks provided in their lower portions with sliding or rolling organs enabling the said jacks to slide or roll on the said platform; the segments of a deck portion which comprises a fraction of the central span and at least a fraction of the lateral span associated with the pier in question are then placed successively in position over each of the said platforms, bearing on the said platform by means of the said main jacks, and the said segments are joined together by means of temporary fastening organs, the deck portion thus formed - which is supported by the said main jacks - then extending over the upper face of the pier in question and out of contact with the said face; the main jacks supporting at least one of the two deck portions associated with two successive piers are then made to roll or slide on their platforms, so as to move the said two deck portions towards each other until their mutually facing end faces contact each other; the segments of the assembly formed by the said deck portions are then permanently fastened together by means of prestressing reinforcements distinct from the temporary fastening organs used before, so as to form a continuous deck; the said continuous deck is lowered by operating the said main jacks until it rests on the piers of the bridge; and the said temporary fastening organs and the said falseworks equipped with their jacks are disassembled.
Claim 3
Dependent Claim 36 words
Process in accordance with claim 1, wherein the said temporary fastening is effected by means of temporary prestressinig reinforcements distinct from the prestressing reinforcements used for permanent fastening and passing outside the material forming the segments.
Claim 4
Dependent Claim 81 words
Process in accordance with claim 1, wherein on each of the said platforms are also arranged, in addition to the main jacks, substantially vertical auxiliary jacks arranged between the main jacks and separated from each other longitudinally of the deck by a smaller distance than that between the said main jacks; and wherein each of the deck portions is placed in position by firstly resting it on the said auxiliary jacks and then transferring the load onto the said main jacks.
Claim 5
Dependent Claim 50 words
Process in accordance with claim 1, wherein in each falsework the upper platform is made to rest on two temporary supports one of which comprises a frame fixed temporarily to a pier of the bridge and the other an auxiliary pier resting on the ground adjacent to the said pier.

References Cited (Backward Citations)

US3299191A Cited
US3564567A Cited
US3490605A Cited
US3571835A Cited
US3845514A Cited
US3832748A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1978-05-12 1978-11-11 1979-05-13 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1982-05-12 1982-11-11 1983-05-13 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1986-05-12 1986-11-11 1987-05-13 $7700.00 Window Closed / Lapsed

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