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
  
  

Bridge Reinforcement
Weldgrip Gripforce ® Rockbolts

 
Lancaster Canal Bridge Reinforcement
British Waterways
Dew Constructions Ltd
Celtest Ltd
Weldgrip Gripforce ® Rockbolts
 

Click on the BBA accreditation logo to download our BBA Certificate in Acrobat PDF format. If you do not have Adobe Acrobat Reader you can download it free here.

British Waterways have an ongoing program of maintenance for existing canals and a restoration program for closed sections of the network.

The Lancaster canal, opened in the early 1800’s is a 42 mile long part of the existing network.

At the southern end of the canal a program of reinforcement of bridges is being undertaken.

Work underway on a busy canal bridge >>

Weldgrip Gripforce ® BBA approved rockbolts were used to reinforce the first three bridges in the maintenance program, number 24, 25 and 31.

Celtest installed the 31/15mm tubes into 50mm diameter holes in the arch stone block on either side of each bridge, including the keystone block.

<< The Weldgrip portable grouting system in action

Seven bolts were used on each bridge, four and three installed from opposite sides respectively.

Each bolt was positioned equidistant around the periphery of the bridge-arched section, to overlap the bolts installed from the opposite side, giving an interlocked finger like construction.

The keystone block drilled for bolt insertion >>

The rockbolt lengths varied according to the width of each bridge and ranged between 3.5 and 4.5 metres long, terminating in the opposite side arched block.

Each nail head assembly had a 130mm diameter non-metallic end plate and high load GRN (glass reinforced nylon) nut with a threaded end capacity of 200kN. The nail head assemblies were recessed into the bridge arch by over-coring the rockbolt holes. The over-cored sections were 200mm deep by 150mm diameter.

All the bolts were fully grouted with cementitious material, which was pumped through each tube, filling the pre-drilled holes and any voids in the brickwork.

To maintain the aesthetics of the bridge structure, the over-cored section of each stone block was replaced after bolt installation. To validate the integrity of the Gripforce ® reinforcement system, each rockbolt was pull tested to 25kN, which was 150% of the working load.

A pull test being carried out
to 150% of the working load
A Gripforce ® rockbolt installed
Over-Cored section
being replaced

The advantages of using Gripforce ® fiberglass rockbolts were:

Ease of installation

Ease of transportation and handleability

High tensile strength.

High corrosion resistance, particularly important in the wet conditions


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