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TS-R Bolt

Rock Bolts

TS-R Bolt

Hollow-bar rock bolt with grout injection and coupler extension.

The TS-R Bolt is a hollow-bar rock bolt combining immediate expansion-shell anchoring with grout injection through the central bore. Threaded sections can be extended with couplers, providing a flexible solution for varying installation lengths and demanding ground conditions.

  • Immediate expansion-shell support
  • Grout injection through the hollow bar
  • Flexible extension using couplers
  • Easy transport of shorter sections
  • Fast and straightforward installation
  • Suitable for weak and fractured rock
  • Corrosion-protection options available

Technical data

Sizes
M25-14 and M27-12
Steel
40Cr or S460NH
Available lengths
1–6 m
Corrosion protection
Hot Dip Galvanizing NS-EN-ISO 1461, Epoxy Coating NS-EN 13438

Applications

  • Road and railway tunnels
  • Underground mines
  • Hydropower tunnels and caverns
  • Underground construction and storage
  • Weak, fractured or unstable rock
  • Deep boreholes requiring extensions
  • Restricted-access installation areas
  • Temporary and permanent support

Technical tables

TS R-BOLT M25/14 | TECHNICAL SPECIFICATION — ENGLISH

SpecificationValueSpecificationValueCol 4
DimensionØ25/14 (OD 25 mm / ID 14 mm)Steel Grade40cr,
Cross-Section Area (As)293mm2Compression PlateRound or square
Weight2.3 kg/mBasisNominal mass per metre
Loadbearing CapacityYieldTensileBorehole DiameterØ48–53 mm
R-Bolt150 kN200 kNLengths3, 4, 5 and 6 m; other lengths on order
Yield Strength (ReH)445mpaTensile Strength (Rm)594mpa
Ductility (Agt)≥5NutDome hexagon nut
Thread FormR-treadThread LengthR-tread all the way
Hot-Dip GalvanizingNS-EN ISO 1461Epoxy Powder CoatingNS-EN 13438
Corrosion ProtectionDouble protection: hot-dip galvanizing + epoxy coatingAlternative FinishAlso available in black finish or just HDG
AnchoringExpansion sleeve or drill bitGroutingSpecially developed grouting tube
IMPORTANT: The stated load capacities are nominal product values and shall not be used directly as design values. Actual in-situ performance depends on rock and ground conditions, borehole quality, installation, anchorage and grouting. Representative design values shall be established through site-specific testing under actual conditions.

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