Process and apparatus for lining a tunnel with concrete

Hydraulic and earth engineering – Underground passageway – e.g. – tunnel – Boring

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Details

405141, 405146, 405150, E21D 906, E21D 1100

Patent

active

048547760

ABSTRACT:
A process for lining a tunnel with concrete behind a tunnel excavator having a for front advanced along with an excavator head in which the concrete is forced between the surrounding subterranean geological structure and an inner tunnel-lining form through a form front which rides sealingly on the outer surface of the inner tunnel-lining form and on the inner surface of the shield. Simultaneously, the form front, which is longitudinally movable relative to the shield, moves forward relative to the inner tunnel-lining form. The form front is movable forward simultaneously balancing the friction forces occurring between the form front and the shield and the inner tunnel-lining form. Satisfactory results are obtained when the friction forces between concrete sections of a predetermined length are measured by moving the form front relative to the stationary shield and the inner tunnel-lining form during an interruption in concrete feed. An apparatus for carrying out the process includes a hydraulic spring device attached between the form front and the shield which is a part of a control loop having a control device connected to the concrete pump. The hydraulic cylinder device can comprise a plurality of double-cylinder piston-cylinder devices.

REFERENCES:
patent: 4391553 (1983-07-01), Weirich et al.
patent: 4621947 (1986-11-01), Babendererde et al.
patent: 4729693 (1988-03-01), Hentschel
patent: 4768898 (1988-09-01), Babendererde et al.
patent: 4769192 (1988-09-01), Cerutti
patent: 4798267 (1988-12-01), Babendererde et al.

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