Underground concrete wall construction procedure

    公开(公告)号:FR2721633A1

    公开(公告)日:1995-12-29

    申请号:FR9407710

    申请日:1994-06-23

    Applicant: BOUYGUES SA

    Abstract: The rigid shuttering unit (10) is moved along the trench as it is excavated, and the space behind the shuttering unit is filled with concrete. The shuttering unit comprises two side panels (11) joined by a transverse front wall (12) which is extended at the bottom by a skirt (14) in contact with the bottom of the trench. The rear edges of the side panels also have skirt extensions (13) which are applied elastically against the walls of the trench when concrete is injected under pressure between them. The shuttering unit is mounted on the rear of a machine (30,31) which is equipped with an excavating tool (32), and the concrete is injected through a tube with outlet nozzles. The side panel rear skirts are made from an elastomer, or metal strips.

    Nail, particularly for holding a supporting facing of an excavation

    公开(公告)号:FR2621628A1

    公开(公告)日:1989-04-14

    申请号:FR8713979

    申请日:1987-10-09

    Applicant: BOUYGUES SA

    Inventor: GOULESCO NICOLAS

    Abstract: A nail 3, particularly for holding a supporting facing 4 of an excavation 1 characterised by: - a hollow enclosure 5 of tubular shape able to create a volume capable of receiving a hardening cement slurry, - a reinforcement 8 set out approximately axially to the inside of this enclosure, - means 6, 9, 7, 11 of tensioning this reinforcement, - means 12, 13 of injecting the slurry into the inside of the enclosure, - means 7, 11 of fixing the body to the nail.

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