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Prestressed concrete structure, a method of producing this structure, and elements for implementing the method

Assignee: Bouygues SA
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Filing: 1984-09-25
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Granted: 1986-11-04
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Expires: 2004-09-25
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Abstract

Abstract This invention relates to a prestressed concrete structure which behaves like a hollowed out slab. The structure combines a lattice work structure and a prestress by external cable, maximally optimizing the advantages of these two techniques. The Figure represents a part of the floor of a bridge according to the present invention. The floor comprises two tables 6 and 7 which are joined by a lattice work composed of pyramids P. Prestressing cables 8, 8' and 9' pass between the tables outside the concrete of the bars of the pyramids. The present invention is used for the construction of bridges, roofings and floors.

Inventors

  • 👤 Pierre Richard

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-08 07:05
CPC Classifications
E; E01; E01D; E01D2/00; E01D2/04; E01D2101/00; E01D2101/20; E01D2101/24; E01D2101/26; E01D2101/28

Claims Analysis

Total Claims: 17
Claim 1
Independent Claim 284 words
A prestressed concrete structure behaving like a hollowed out slab, comprising two reinforced or prestressed concrete slabs which are positioned opposite each other in generally parallel spaced relationship and which are connected by a lattice work of concrete bars positioned in and across the space between the slabs, the lattice work being mainly composed of a plurality of prefabricated concrete triangle elements, each triangle element comprising at least one group of at least two bars and at least one cross piece positioned generally along the three sides of a triangle, the meeting point of the two bars forming the apex of the triangle and being adjacent one of said slabs and the cross piece being parallel to and adjacent the other of said slabs, a plurality of cables for prestressing the whole of the structure, and at least two concrete cable anchor members which are spaced apart longitudinally and positioned between and extend across the space between the two slabs and which are integral with at least one of the slabs, said cables extending generally longitudinally between said anchor members and having opposite end portions anchored respectively therein, and each of said cables extending from and adjacent each of its said anchored end portions in the space between said slabs first angularly toward its other end portion and angularly toward one of said slabs, then angularly in free passage through said one slab, and finally in parallel adjacent relationship with said one slab and on an opposite side thereof to its said opposite end portion, and each of said cables adjacent its anchored end portions also passing angularly in free, unconnected and unobstructed passage through said space and the lattice work between said slabs.
Claim 2
Dependent Claim 284 words
A prestressed concrete structure behaving like a hollowed out slab, comprising two reinforced or prestressed concrete slabs which are positioned opposite each other in generally parallel spaced relationship and which are connected by a lattice work of concrete bars positioned in and across the space between the slabs, the lattice work being mainly composed of a plurality of prefabricated concrete triangle elements, each triangle element comprising at least one group of at least two bars and at least one cross piece positioned generally along the three sides of a triangle, the meeting point of the two bars forming the apex of the triangle and being adjacent one of said slabs and the cross piece being parallel to and adjacent the other of said slabs, a plurality of cables for prestressing the whole of the structure, and at least two concrete cable anchor members which are spaced apart longitudinally and positioned between and extend across the space between the two slabs and which are integral with at least one of the slabs, said cables extending generally longitudinally between said anchor members and having opposite end portions anchored respectively therein, and each of said cables extending from and adjacent each of its said anchored end portions in the space between said slabs first angularly toward its other end portion and angularly toward one of said slabs, then angularly in free passage through said one slab, and finally in parallel adjacent relationship with said one slab and on an opposite side thereof to its said opposite end portion, and each of said cables adjacent its anchored end portions also passing angularly in free, unconnected and unobstructed passage through said space and the lattice work between said slabs.
Claim 3
Dependent Claim 74 words
A structure according to claim 1, wherein said lattice work comprises pyramids, each pyramid comprising four said prefabricated elements positioned in pairs in two oblique planes, the meeting points of the bars of the elements converging to form the peak of the pyramid, two elements of a pair of said elements having their two cross pieces aligned and two bars in juxtaposition, the two other bars being positioned along two edges of the pyramid.
Claim 4
Dependent Claim 48 words
A structure according to claim 1, characterized in that the area of concrete which is in a section of said space by a median plane which is substantially parallel to the said upper and lower slabs is provided to at least 50% by the bars of the lattice.
Claim 5
Dependent Claim 30 words
A structure according to claim 1, characterized in that the prestressing cables undergo deflections in nodes formed on the slabs opposite the apexes of the bars of the lattice work.
Claim 6
Dependent Claim 27 words
A structure according to claim 1, characterized in that grooves are provided in at least one of the slabs for guiding the passage of the prestressing cables.
Claim 7
Dependent Claim 25 words
A structure according to claim 1, characterized in that some of the anchor member comprise vertical slabs in which some of the prestressing cables pass.
Claim 8
Dependent Claim 41 words
A structure according to claim 6, characterized in that some anchor member comprise, on both sides of this vertical slab, oblique slabs which participate in transmitting the anchoring strain of the cables to the structure and produce a triangulation of forces.
Claim 9
Dependent Claim 18 words
A structure according to claim 1, characterized in that the prestressing cables comprise both longitudinal and transverse cables.
Claim 10
Dependent Claim 39 words
A structure according to claim 1 characterized in that within each lattice work bar section perpendicular to the axis of the bar, the ratio between the largest and the smallest dimension of the section is not greater than 6.
Claim 11
Dependent Claim 29 words
A structure according to claim 1 characterized in that the bars of the lattice work are from 1 to 10 m long, preferably from 2 to 6 m long.
Claim 12
Dependent Claim 32 words
A structure according to claim 1, characterized in that the bars of the lattice work have a cross section of from 0.004 to 0.5 m2, preferably from 0.02 m2 to 0.2 m2.
Claim 13
Dependent Claim 17 words
A structure according to claim 1, characterizied in that the lower slab and upper slab are solid.
Claim 14
Dependent Claim 34 words
A structure according to claim 1, characterized in that the said cross-piece of a concrete triangle element of the lattice is at right angle with respect to one of the bars of said element.
Claim 15
Dependent Claim 23 words
A structure according to claim 13, characterized in that the cross piece extends beyond the meeting point thereof with one of the bars.
Claim 16
Dependent Claim 36 words
A structure according to claim 1, characterized in that some of the cross pieces of the lattice work elements are positioned along a line which extends over part or all of the length of a slab.
Claim 17
Dependent Claim 44 words
A structure according to claim 1 characterized in that portions of said cables reside adjacent said one slab in positions opposite the apexes of at least some of said triangle elements which are also adjacent said one slab but on an opposite side thereof.

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1989-11-03 1990-05-05 1990-11-04 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1993-11-03 1994-05-05 1994-11-04 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1997-11-03 1998-05-05 1998-11-04 $7700.00 Window Closed / Lapsed

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