Method of installing a liner in a large diameter borehole

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

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166289, E21D 1104, E21D 500, E21D 900

Patent

active

041914929

ABSTRACT:
A means of anchoring a lining of low flexural rigidity with grout into a borehole drilled in the earth, which comprises a relatively thin-walled cylinder which may be composed of steel, elastomeric or plastic material of selected diameter, which is less than that of the borehole. A plurality of keys, each having one end bouded to the wall of the cylinder, extend outwardly, and have an enlarged head portion which is adapted to be bonded to the grout, which will fill the annular space between the cylinder and the borehole. A plurality of vertically spaced support rings surround the cylinder and are attached to the cylinder by means of a plurality of keys. The support rings are supported and spaced apart by means of circumferentially spaced rods, which are attached at their ends to the support rings and are guided at intermediate positions by keys which are locked to the cylinder.

REFERENCES:
patent: 2734343 (1956-02-01), Asketh
patent: 3216200 (1965-11-01), Scisson et al.
patent: 4070869 (1978-01-01), Williams

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