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US4467587A Expired / Lapsed US ⏱️ 0.0 years remaining

Component to be employed in the constructiion of walls poured in the ground, wall incorporating such a component, and method of constructing such a wall

Assignee: Soletanche SA
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Filing: 1982-06-10
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Granted: 1984-08-28
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Expires: 2002-06-10
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Abstract

Abstract Prefabricated concrete component to be employed in the construction of walls poured in the ground. It has a sheet (2) of impermeable material that at least partly covers the excavation side (6) of the wall, which is to be left uncovered after the wall has been poured, that has at least one face that forms the excavation-side face of the panel while the other side has projections (3) cast into the concrete (1) that makes up the panel, and that can be attached impermeably to the sheet on an adjacent panel.

Inventors

  • 👤 Jean-Daniel Montagnan

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-10-25 05:25
CPC Classifications
E; E02; E02D; E02D5/00; E02D5/18; E02D29/00; E02D29/16; E02D5/20

Claims Analysis

Total Claims: 3
Claim 1
Independent Claim 114 words
A method of constructing an impermeable wall cast in the ground, comprising the steps of digging in the ground a trench having an excavation side and a ground side, positioning in the trench next to each other at least two prefabricated concrete components having each a sheet of impermeable material that covers fully one side of said component, with said sheet positioned on the excavation side of the trench, said sheet having its side opposite to said excavation side comprising projections cast into said concrete component, fixing said components in said trench, excavating said excavation side of the trench to expose said impermeable sheets, and interconnecting impermeably said impermeable sheets of two adjacent components.
Claim 2
Independent Claim 114 words
A method of constructing an impermeable wall cast in the ground, comprising the steps of digging in the ground a trench having an excavation side and a ground side, positioning in the trench next to each other at least two prefabricated concrete components having each a sheet of impermeable material that covers fully one side of said component, with said sheet positioned on the excavation side of the trench, said sheet having its side opposite to said excavation side comprising projections cast into said concrete component, fixing said components in said trench, excavating said excavation side of the trench to expose said impermeable sheets, and interconnecting impermeably said impermeable sheets of two adjacent components.
Claim 3
Dependent Claim 34 words
A method according to claim 1, in which said interconnecting impermeably said impermeable sheets of two adjacent components is achieved by bonding a strip of impermeable material to the adjacent edges of said sheets.

References Cited (Backward Citations)

US2083491A Cited
US2816323A Cited
US3340126A Cited
US3464175A Cited
US3404500A Cited
US3446888A Cited
US3820344A Cited
FR2362972A1 Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1987-08-28 1988-02-27 1988-08-28 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1991-08-28 1992-02-27 1992-08-28 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1995-08-28 1996-02-27 1996-08-28 $7700.00 Window Closed / Lapsed

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