Arcuate precast tunnel lining segments
AssigneeCostain Building Products Limited
InventorSamuel B. H. Mitchell
Life of this patent
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Abstract
An arcuate tunnel lining segment includes a precast concrete body that is divided into two angularly adjoining segment parts by a compressible strip which runs the length of the segment and throughout the thickness thereof. The segment parts are held fastened together through the strip by a plurality of connectors each having two laterally protruding ends which are embedded in the respective segment parts. The connectors are anchored in a way that permits the adjoining faces of the segment parts to move towards one another as the compressible strip becomes compressed in use.
Claims7
An arcuate tunnel-lining segment having two angularly spaced, longitudinally and radially extending opposite first ends, two axially spaced, angularly and radially extending opposite second ends, and radially spaced inner and outer surfaces bounded by said ends, said segment comprising:
- a body of precast concrete bounded by said ends and said surfaces;
- an axially extending packing strip of laterally compressible material, said strip being embedded in said body of precast concrete so as to extend axially of said body from one of said second ends to the other of said second ends at a location which is intermediate said first ends;
- said strip also extending radially from said outer surface to said inner surface, thereby dividing said body into two angularly adjoining segment parts separated from one another by said strip and having corresponding faces engaging said strip;
- a plurality of connecting means each having a central portion penetrating laterally through said strip, and two opposite end portions embedded in said body;
- said connecting means thereby holding said segment parts together with said faces thereof in confronting alignment with one another against laterally opposite faces of said strip while permitting movement of said faces of said segment parts towards one another by permanent deformation of said strip in compression when said tunnel lining segment is subjected in use to excessive external compressive loading.
Dependencies are inferred from the claim text.