ATB700 Fully Threaded
Bar & 'AT' Rockbolts
Double Twisted
Hexagonal PVC
Coated Mesh
Composite Self Drilling
Soil Nails
FT500 Fully Threaded
Composite Bar & Tube
Self Drilling Steel
Anchor System
Turmag Drilling Machine
Welded Mesh
Fibre Mesh
 

  CIVILS
  
  Conisbrough Tunnel
  PorthKerry Tunnels
  The Bradway Tunnel
  Athens Metro
  Glenholt Tunnel
  Conway Castle
  The Sidmouth Cliffs
  A5 - North Wales
  Brokenberry Quarry
  Tondu Iron Works
  Chatham Dock
  A638 Rocknetting
  Blaston Hollow
  Whitehaven Harbour
  Coalfields Link
  Lancaster Canal
  Kingsand Sea Defence
  Doveholes
  
  MINING
  
  

Rock Slope Protection
Weldgrip Gripforce ® Rockbolts

 
Conway Castle Rock Slope Protection
Cadw
Laings
Weldgrip Fibregrip ® Rockbolts
 

The Conway Castle rock slope protection project was part of general maintenance work to one of Welsh Heritage’s most prestigious sites. The object was to reinforce the rock outcrop on the Northwest side of the Castle, below the ramparts.

Part of the slope reinforcement included Weldgrip Fibregrip ® Rockbolts, using a post grouting system of installation. These were installed towards the middle and bottom of the outcrop.

The rockbolts were 22mm diameter x 3.9m long polyester bar with a reverse buttress thread and 150kN high end load nut assembly. The Fibregrip ® bars have a tensile and shear strength of 470kN and 129kN respectively.

The rockbolts were installed into 32mm diameter holes, which were drilled with compressed air rotary percussive leg mounted drilling machines, using hexagon drill steel and cross headbits.

Each rockbolt was point anchored by spinning into two 24mm diameter x 800mm long polyester resin capsules. These had a cure time of approximately 5 minutes. The 1.6m length of resin gave a bond length of approximately 2m.

The remainder of the hole was post grouted 24 hours later using ordinary Portland Cement (OPC) with a water solid ratio of 0.4 : 1. The nut was tightened before the grout cured.

The end assembly, which included a 130mm diameter plastic end plate, was countersunk into a 250mm long x 150mm diameter overcored hole.

The mouth of the hole was faced using part of the core stone to maintain the aesthetics of the rock slope.


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