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Polymer mesh installed across the roof and ribs of an underground mine roadwayUnderground polymer mesh application context

Underground mines · mine-site tunnels · roof · rib · recovery

Underground Roof & Rib Reinforcement.

URRF is a coated, high-tenacity woven PET reinforcement installed as a continuous surface membrane between the mine or tunnel support system's designed bolts, plates and straps. It controls ravelling and broken roof or rib material while carrying local membrane loads into the designed support points.

Mine and tunnel strata control

A continuous skin-control layer across roof and ribs.

URRF works with the mine or tunnel's primary strata-control system. The reinforcement spans between bolts, plates and straps, retains loose or fractured surface material and transfers membrane load back to those support points. Its primary market is underground mine roadways and mine-site tunnels, including intersections, pillar coverage and engineered longwall recovery zones.

01

Roof and rib skin control

Continuous coverage limits ravelling and local falls between installed support points through mine roadways, mine-site tunnels and intersections.

02

Pillar and transition coverage

Flexible textile construction follows shoulders, ribs and irregular profiles without forcing a stiff sheet across changing geometry.

03

Longwall recovery

High-capacity grades can form the continuous reinforced screen carried over shield canopies near the planned finish of a longwall panel.

High-tenacity PET yarns being woven in the warp and weft directions during URRF manufacture
Warp and weft PET yarn construction during manufacture

Why woven PET

A higher-capacity woven PET reinforcement pathway.

Extruded polypropylene roof-support mesh is stiff and can feed cleanly through mechanised installation equipment. Woven URRF is selected where tensile capacity, conformity and continuous load-carrying coverage are the stronger priorities.

01

Far higher tensile envelope

High-tenacity filament bundles scale the URRF range from 60/60 to 800/800 kN/m without relying on thicker moulded ribs.

02

Conforms to underground geometry

The flexible textile field follows uneven roof, shoulders and ribs through mine roadways, mine-site tunnels and longwall recovery arrangements.

03

Balanced or directional capacity

Balanced grades resist changing load direction; directional grades concentrate capacity in the established governing axis.

04

Wide continuous coverage

Five-metre-wide rolls reduce panel joints and help maintain one coherent membrane field across the roadway profile.

Grade and support selection

The mine's ground model sets the system.

The mine or tunnel project's geotechnical or strata-control engineer selects and releases the URRF grade, warp direction, bolt or cable pattern, plates, straps, joints, terminations and monitoring requirements as one support package.

01

Ground behaviour

Ravelling, slabs, joints, weak bands, convergence, abutment loading and dynamic demand.

02

Roadway geometry

Roof and rib profile, tunnel width, intersections, exposure period and the area requiring continuous coverage.

03

Support span

Bolt rows, spacing, plates and straps establish the clear membrane span and how load reaches the support system.

04

Block retention

Expected fragment size and aperture compatibility; tensile strength cannot retain material that passes through the opening.

05

Load direction

Balanced grades suit variable demand; directional grades place the stronger warp in the governing membrane axis.

06

Service response

Allowable sag, convergence, access, equipment clearance, monitoring and the mine's TARP thresholds.

Design ownership

Product tensile data does not determine bolt spacing by itself. The installed response depends on ground behaviour, clear span, retained load, aperture, plates, straps, anchorage, allowable deformation and the mine's operating method.

Evidence boundary

Current flame-resistant and anti-static evidence is for nominated underground coal applications. Other mines and tunnel uses require project-specific product, environment, authority and support-design review before release.

URRF documents

Technical data and field controls.

The technical schedule covers the six URRF grades, construction, selection inputs and longwall recovery use. The installation guide covers support design, handling, deployment, orientation, joints, repair, recovery work, inspection and QA records.

Underground mines and mine-site tunnels

Start with the opening, ground behaviour and support drawing.

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