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Crossover Ser ies
October 16, 2015
Presented By: Lok Home
AFTES Seminar
Dual -Mode Machines
Agenda
Today’s Presentat ion
- Introduction to Crossover
- Why Crossover Machines?
- Machine Design: Grosvenor Case
Study
- Key Takeaways
Introduction to Crossover TBMs
• Flexibility to switch from one mode to another
• Based on ground conditions
• Three main types of Crossover TBMs
- Hard Rock/EPB
- Open or Closed Mode
- Hard Rock or Soft Ground
- Screw Conveyor
- Slurry/EPB
- Equipped with screw
conveyor and slurry
system
- Hard Rock/Slurry Shield
- Highly adaptable to variety
of ground conditions
Crossover Introduction
Why Crossover
Machines?
Why Crossover Machines?
Today, Crossover Machines are required to excavate different types of ground
efficiently with one machine.
A Crossover machine may be considered if your tunnel includes a combination
of these elements:
• You want to excavate self supporting ground Open Mode (hard rock)
• You want to excavate self supporting ground but want to mitigate
underground water ingress Closed Mode (Compressed air, Slurry,
EPB, etc.)
• You want to excavate unstable ground Closed Mode (Compressed
air, Slurry, EPB, etc.)
Considerat ions for Crossover
Machines
• General
In most cases an intervention into cutter chamber is not undertaken
• Geological information
– To decide when and where to convert, reliable geological information will be required
– Adequate probe drilling is essential to determine the ground conditions ahead of a Crossover TBM
• Cost
– Up-front costs may be somewhat higher, but significant savings in the long-run
– Durability: savings in repair costs
– Dual-Mode: multiple project usage
• Safety
Conversion work should be carried out in a “save haven”
• Schedule
Conversion works can be time-consuming, so a detailed plan must be in
place
Defining Characterist ics
• Two-speed gearbox
• Crossover cutterhead
• Single-directional
• Convertible
• Tools for different
types of ground
• Improved probe drilling
• Completely customizable
2 S p e e d To r q u e C u r ve s - B o t h w i t h 1 2 6 0 kw
Diff icult Ground Busting Features
• Designed to excavate in open or closed mode
• Hard rock and/or soft, relatively permeable ground including fault zones
• Less well suited to permeable ground conditions such as sand and
pebbles, though additives/polymer can be used to stabilize these
conditions
• Typically proposed for mixed face conditions
Ground Condit ions
Crossover XRE TBM
Crossover XRE
Case Study
Grosvenor Decline Mining Project
• Queensland, Australia; 1,000km north of Brisbane
• Metallurgical Coal Project owned by Anglo American
• 2 Decline Tunnels for access to the 130m deep seam:
Conveyor Drift
Man and Material Drift
• TBM methodology for drift construction
Grosvenor – Project Overview
Crossover XRE TBM
• Soft Ground section (0-300m): sand, sand/clay, clay and conglomerate
• Mixed Face/Rock Section (300-1,000m): siltstone, coal, sandstone and
basalt (UCS=20-120MPa)
• Methane gas in intermediate coal layer and at pit bottom
Grosvenor – Dri f t Geology
Crossover XRE TBM
“Purpose-built” TBM to:
• Cope with mixed-face conditions
Crossover/Dual Mode TBM
• Operate safely in the coal mine environment
EPB mode
Double Screw conveyor
ERZ/NERZ compliance
• Build multiple decline tunnels
Quick de-mobilization/re-mobilization
Grosvenor – TBM Design
Crossover XRE TBM
General: 8.0m diameter Crossover (XRE) TBM capable of conversion from EPB mode to non-pressurized single shield mode
Back-loading Cutterhead designed for:
• Use with knife bits & scrapers (EPB mode - mixing chamber)
• 17” disc cutters & bucket lips (open mode - radial loading plates & extendable hopper and screw)
EPB Mode
Bi-directional
Rock Mode
Single direction Mixed Ground Mode
Bi-directional
Grosvenor – TBM Design
Crossover XRE TBM
EPB Mode Rock Mode
Grosvenor – TBM Design
Crossover XRE TBM
Double screw conveyor (front and rear) mounted in series and with
independent drives.
Grosvenor – TBM Design
Crossover XRE TBM
• EPB mode to maintain a positive
face pressure and contain the
methane;
• Double screw conveyor made with
spark resistant materials, forming a
sealed chamber with the mixing
chamber and capable of creating a
plug;
• Foam/additive injection ports also
along the screw conveyors to
prevent sparks;
• Snuffing box at the conveyor
discharge for suction and removal of
methane from the screw.
TBM Design for Compliance Crossover XRE TBM
Requirements:
• TBM to be disassembled in a blind heading, without large disassembly
chamber, without hot works and without work under exposed rock;
• TBM to be retracted quickly on the steep gradient to access the coal seam for
development works;
• TBM to begin excavation of the second drift.
Quick Removal System:
• CH – inner/outer bolted construction;
• FWD and REAR shields – inner/outer bolted construction;
• CHS, Bridge and Back-Up – able to be retracted as a self-propelled single unit
by a walking dolly system.
TBM Design for Mult iple Tunnels
Crossover XRE TBM
Cutterhead - Inner/Outer Bolted Connection
TBM Design for Mult iple Tunnels
Crossover XRE TBM
CH Segments
CH core
Inner Shield
Outer Shield CHS
CHS Dolly
Front Dolly Bridge Dolly
Sliding
Track
Segment Erector Bridge
Screw Conveyor
5.8m
Lift Jacks
Inner Shield
Grosvenor – Walk ing Dol ly System
Crossover XRE TBM
• Tight schedule Onsite First-Time Assembly: July-October 2013
• Walk-in, Tests, Compliance Dossier and Acceptance: November-December
2013
• Boring Started: December 20, 2013
Grosvenor - OFTA & Conveyor Drif t
Construct ion
Crossover XRE TBM
• Completion of Conveyor Drift at half face in coal: May 13, 2014 (798m in 20
weeks)
• Machine availability: 75-90% after week 8 up to 85m/week
• Last 6 weeks affected by more extensive presence of gas routine
implementation of procedures for mitigation and management (TARP)
Grosvenor - OFTA & Conveyor Drif t
Construct ion
Crossover XRE TBM
• Boring started on November 11, 2014
• Completion at full face in coal: February 9, 2015 (988m in 13.5 weeks)
• Machine availability: always above 60%; often between 80 and 90% up to
110m/week
Grosvenor – Transport Dri f t
Construct ion
Crossover XRE TBM
Grosvenor Mine – Achievements And
Conclus ions
• First time for a TBM to be fully compliant
to one of the most advanced coal mine
legislations
• More than 10 times faster advance rate
compared to a roadheader in the same
ground conditions
• Improved health conditions for workers
(no exposure to unsupported rock or
gas/fumes at any stage of the tunnel
construction)
• Crossover TBM was highly successful in
mixed ground conditions with methane
gas
• Custom Robbins Quick Removal System
was highly successful
3 New Crossover's in Manufacture
• Dovel Hydroelectric in Albania
• Geredes Rescue machine in Turkey
• Rondout New York City water supply tunnel
Devol – TBM Design
CROSSOVER TBM DESIGN
Devol – TBM Design
CROSSOVER TBM DESIGN
Rondout – TBM Design
CROSSOVER TBM DESIGN
Rondout – TBM Design
CROSSOVER TBM DESIGN
Gerede Cutterhead Assembly
CROSSOVER TBM DESIGN
Gerede – TBM Design CROSSOVER TBM DESIGN
Gerede
Gerede
Key Takeaways
Key Takeaways
• “Crossover” meets a growing demand: more complex projects are
being taken on as the world’s simple tunnels have been completed
already.
• Balanced design between two different modes
– Most efficient performance in variable project conditions
– Design is only as accurate as geological info provided
• Design is informed by over 60 years of TBM experience and
extensive research and development
• Consider total cost of ownership: saves cost of machine
modifications because machine already has necessary features
Questions?
(but no d i f f icu l t ones, p lease)