Faculty of Faculty of Engineering Engineering University of University of Roadway Development Operators’ Workshops March 2009 ACARP PROJECT C17004 TOUGH SKIN – A SPRAY-ON POLYMERIC REPLACEMENT FOR ROOF & RIB MESH Chris Lukey , Ernest Baafi, Jan Nemcik, Ian Porter School of Civil, Mining & Environmental Engineering Faculty of Engineering, University of Wollongong Roadway Development Operators’ Workshops March 2009
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ACARP PROJECT C17004 TOUGH SKIN – A SPRAY-ON POLYMERIC REPLACEMENT FOR ROOF & RIB MESH
ACARP PROJECT C17004 TOUGH SKIN – A SPRAY-ON POLYMERIC REPLACEMENT FOR ROOF & RIB MESH Chris Lukey , Ernest Baafi, Jan Nemcik, Ian Porter School of Civil, Mining & Environmental Engineering Faculty of Engineering, University of Wollongong Roadway Development Operators’ Workshops March 2009. - PowerPoint PPT Presentation
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Faculty of EngineeringFaculty of EngineeringUniversity of WollongongUniversity of Wollongong
Roadway Development Operators’ WorkshopsMarch 2009
ACARP PROJECT C17004
TOUGH SKIN – A SPRAY-ON POLYMERIC REPLACEMENT FOR ROOF & RIB MESH
Chris Lukey, Ernest Baafi, Jan Nemcik, Ian PorterSchool of Civil, Mining & Environmental Engineering
Faculty of Engineering, University of Wollongong
Roadway Development Operators’ WorkshopsMarch 2009
Faculty of EngineeringFaculty of EngineeringUniversity of WollongongUniversity of Wollongong
Roadway Development Operators’ WorkshopsMarch 2009
ObjectivesTo develop an alternative to steel mesh that:
* Provides an effective skin confinement measure equivalent or superior to that of steel mesh* Requires minimal human intervention in its installation* Removes personnel from the immediate face area* Enables higher underground roadway development rates
to be achieved* Is safe to use* Is cost effective
The focus of our work is the development of a polymer-based alternative that can be spray-applied
Faculty of EngineeringFaculty of EngineeringUniversity of WollongongUniversity of Wollongong
Roadway Development Operators’ WorkshopsMarch 2009
Why do we need an alternative to steel mesh?
Currently steel mesh is installed manually
Automatic self-drilling bolt technology cannot go aheadefficiently while mesh installation is a manual operation
A recent survey of roadway development practices hasidentified a need for an alternative to steel mesh, theinstallation of which can be automated
Automation, along with automatic bolting, will removepersonnel from the face area and allow greater rates of roadway development
Faculty of EngineeringFaculty of EngineeringUniversity of WollongongUniversity of Wollongong
Roadway Development Operators’ WorkshopsMarch 2009
Polymer Skin PropertiesCure Characteristics
- sets in a few seconds and can be bolted through
Mechanical Properties- tough with some flexibility- adheres to strata to provide additional reinforcement
Flow Characteristics- spray viscosity, followed by rapid viscosity increase(cure) immediately after application to avoid slumping
Fire Retardant & Anti-static
Environmental & OH&S Issues- no toxic or irritant emissions before, during orafter cure
Faculty of EngineeringFaculty of EngineeringUniversity of WollongongUniversity of Wollongong
Roadway Development Operators’ WorkshopsMarch 2009
Occupational Hygiene
- effect of components and product on humans
- consult an occupational hygienist with coal mine experience
- improve understanding re Section 63 approval process
Other Issues & Current Work
Faculty of EngineeringFaculty of EngineeringUniversity of WollongongUniversity of Wollongong
Roadway Development Operators’ WorkshopsMarch 2009
Approval for Underground Testing (Section 63)
Use of polymeric materials underground requires approval underSection 63Range of tests required for LOBA approval (Germany), followedby further testing at MSTC (Thornton)Can take 2-4 years to obtain approvalMost requirements are relevant to use of urethanes
Negotiations initiated with DPI to establish appropriate approvalregimeDetermination of airborne emissions during spray/cure
- Headspace test- Wind tunnel spray tests
Other Issues & Current Work
Faculty of EngineeringFaculty of EngineeringUniversity of WollongongUniversity of Wollongong
Roadway Development Operators’ WorkshopsMarch 2009
To GC-MS
Sample (2g)
8cm
Only one material is of OH&S and environmental concern
Headspace Emissions Test
Faculty of EngineeringFaculty of EngineeringUniversity of WollongongUniversity of Wollongong
Roadway Development Operators’ WorkshopsMarch 2009
Fan Unit
Air “Straightener”
Tunnel
Wind Tunnel Spray Test
Faculty of EngineeringFaculty of EngineeringUniversity of WollongongUniversity of Wollongong
Roadway Development Operators’ WorkshopsMarch 2009
Spray ChamberFilter
MonitorChamber
Wind Tunnel Spray Test
Faculty of EngineeringFaculty of EngineeringUniversity of WollongongUniversity of Wollongong
Roadway Development Operators’ WorkshopsMarch 2009
Concrete Pavers
Spray Gun
Wind Tunnel Spray Test
Faculty of EngineeringFaculty of EngineeringUniversity of WollongongUniversity of Wollongong
Roadway Development Operators’ WorkshopsMarch 2009
First test conducted with minimum permissible air velocity (0.5m/s)to simulate worst-case mine ventilation scenario
Air samples collected:* During spray* Immediately after spray* After one further hour whilst maintaining ventilation in the tunnel
Successfully sprayed and cured a developmental formulation
No reinforcement included
Minimal odour detected
Quantification of off-gases
Wind Tunnel Spray Test
Faculty of EngineeringFaculty of EngineeringUniversity of WollongongUniversity of Wollongong
Roadway Development Operators’ WorkshopsMarch 2009
Lab-scale testing- odour test (wind tunnel)- combustion products- temperature increase of sprayed material when curing- methods for introduction of reinforcement- product optimisation
Laboratory pilot-scale tests- application of fully-optioned product- proposed to build test gallery at UoW- includes pilot testing of automation options
Final pilot-scale tests conducted at Londonderry- spray using reinforcement- mechanical properties- emission data
Future Work
Faculty of EngineeringFaculty of EngineeringUniversity of WollongongUniversity of Wollongong
Roadway Development Operators’ WorkshopsMarch 2009
Conclusions
A polymeric alternative to steel mesh offers anumber of advantages:
* Can be coupled with automatic self-drilling bolts
* Entire roadway support process can be automated
* Manual handling of mesh can be eliminated
* Roadway development rates can be increased
We have demonstrated that a viable polymer-basedalternative to steel mesh, that can be appliedautomatically, can be developed
Faculty of EngineeringFaculty of EngineeringUniversity of WollongongUniversity of Wollongong
Roadway Development Operators’ WorkshopsMarch 2009
Acknowledgements
University of Wollongong Research CouncilACARPAnglo Coal Australia Pty LtdAustar Coal Mine Pty LtdBHP Billiton Illawarra Coal LtdBMA Coal Operations Pty LtdGary Gibson and AssociatesGujarat NRE Pty LtdHelensburgh Coal Pty LtdOaky Creek Coal Pty LtdRio Tinto Coal Australia Pty LtdSpringvale Coal Pty LtdXstrata Coal NSW Pty Ltd