Prague, construction of underground IV. C1 (Holešovice – Ládví) – construction part PRAGUE

Client

Dopravný podnik hl. m. Prahy, a.s., Praha

Superior Contractor

Subterra, a.s., Praha 4 – Braník

Construction period

April 2002 – April 2003

Structures description:
Excavation and primary lining of single-line tunnels from working shaft at site Metro IV. C1.

Completed structures:

  • SO 04-24/01 – Single-line tunnels behind station Kobylisy – LTT – boring a primary lining including connecting gallery between tunnels
  • SO 04-24/11 – Single-line tunnels behind station – RTT – boring a primary lining
  • SO 04-24/03 – Single-line tunnels behind station Kobylisy – LTT – final lining
  • SO 04-24/13 – Single-line tunnels behind station Kobylisy – RTT – final lining
  • SO 04-21/03 – Double-line tunnel in front of Trojská street at split section
  • SO 05-21/07 – Single-line tunnels behind station Kobylisy – RTT – boring a primary lining

Construction technology:

  • boring works performed using NATM method at rock classes equivalent to excavation classes 3, 4 a 5a, drilling and blasting works in two benches – vault and invert in total length of 414 bm invert
  • mucking material was loaded by BOBCAT loader to container and carried out to ground by RDK-300 crane through shaft
  • concrete was carried by gravity-feeding conduit of 225 mm diameter to concrete-pumping machine MAY CO-SUPREMA with accelerator batching
  • concrete coating was done using ALIVA AL – 503 operator
  • maximum length of meshing 1.35 m
  • partition reinforcement M3 + shotcrete B-20 of 200 mm width with 2x wire mesh of 8 x 8/150 x 150 mm
  • excavation support – needles of 28 mm diameter, 4 m length, 8 pcs for each meshing