Weldgrip Gripforce ® Rockbolts, Drilling Machines, Drill Steels and PVC Coated Steel Mesh
The Metro, with a construction cost in excess of 2.2 billion ECU, consists of 2 lines and 21 stations and will serve approximately 140,000,000 passengers annually. Two 9.5m diameter tunnel-boring machines (TBM's) were used to construct 11.7 km of tunnel, a further 2.5 km being excavated by cut and cover methods. The New Austrian Tunnelling Method (NATM) was used primarily for the station galleries, subways and access ways. The geology of the tunnels was mainly heterogeneous fractured schist. There were also occurrences of limestone and peridotite. Due to the nature of the strata additional support was required in the roof, tunnel sides and floor. Fibregrip ® 22mm and 32mm fibreglass rockbolts were used for both permanent and temporary support in these areas. In areas of the roof where the strata was fractured 32mm and 22mm bolts 12m long were installed forward at the face of the drivage before being excavated by the TBM. In the areas where the station cross cuts thirled into the main drivage the tunnel sides were reinforced by 22mm diameter Fibregrip ® rockbolts. Due to the ingress of water, particularly in the areas of the tunnel where the limestone contained porous limestone deposits, floor heave caused problems. This was overcome by floor bolting using 22mm diameter Fibregrip ® bolts. These could be easily cut out when the floor was regraded. The Fibregrip ® rockbolts used in this project were a polyester glass fibre bars with tensile strengths of 470kN and 820kN and 275kN. All bolts were installed into pre-drilled holes filled with OPC grout. The advantages found in using the rockbolts were: -
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