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
 

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GRP Bolts - GRP Glass Reinforced Plastic
Wall Reinforcement - Gripforce ® Rockbolts

 
Whitehaven Harbour Wall Reinforcement
Whitehaven Harbour Commissionaires
Ritchies
Weldgrip Gripforce ® Rockbolts
 

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Whitehaven harbour, Cumbria, on the North West coast of the U.K. was constructed in the 1700’s.

Over recent years a 35 metre section of the internal harbour wall has slumped, developing tension cracks along the causeway approximately 1.5 metres away from the harbour side.

Weldgrip Gripforce ® fiberglass rockbolts were chosen to reinforce the ground behind the wall and prevent further movement.

Setting the drilling position from the pontoon >>

The bolts used were 31/15mm (OD/ID) injection tubes 6 metres in length.
They were installed into 120mm diameter pre-drilled holes angled down at 15° from the horizontal.

The holes were spaced along the wall at 1 metre centres, each row being staggered at 0.5 metre spacing. A total of 105 were used on the project.

Each rockbolt was fitted with 3 lantern type centralizers, one at each end and one in the centre. A material sock was fitted to each tube covering the centralizers terminating at the thread end. Every threaded end 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 tension crack in the harbour wall causeway

All of the rockbolts were fully grouted using a water/cement ratio of 0.4%. The grout was pumped through the internal bore of each tube into the sock.

The sock was used to restrain the grout within the hole from expanding into any breaks or voids along the reinforcement length. Use of this system minimizes grout loss within the structure where large voids are expected and forms a wedge locking action in the rockbolt hole.

The drilling operation >>

The tubes was countersunk into the harbour wall by taking a stone core 300-400mm deep by 152mm diameter at each rockbolt position prior to drilling the holes.

To maintain the aesthetics of the wall structure, each stone core was numbered and replaced in the hole from which it was taken after the bolts were installed. All the drilling and rockbolt installation work was carried out from a pontoon moored next to the wall in the harbour.

Gripforce ® injection
tube installed.
The borehole pattern
in the harbour wall
Grout being injection into tube.

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.

Use of the sock installation system minimizes grout loss and forms a wedge locking action in the hole.


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