Post on 07-Dec-2015
description
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Ph. D. Eng. TADEUSZ S. GOLOSINSKI - tgolosinski@expo.intercade.org - Consultor Intercade
PIQUES y CHIMENEAS:Diseño, Construcción y Operación
PIQUES y CHIMENEAS:Diseño, Construcción y Operación
Ph. D., P. Eng. TADEUSZ S. GOLOSINSKI tgolosinski@expo.intercade.org
Consultor INTERCADEJunio 2008
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Ph. D. Eng. TADEUSZ S. GOLOSINSKI - tgolosinski@expo.intercade.org - Consultor Intercade
7.PIQUES DE TRASPASO(Orepasses)
7.PIQUES DE TRASPASO(Orepasses)
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Ph. D. Eng. TADEUSZ S. GOLOSINSKI - tgolosinski@expo.intercade.org - Consultor Intercade
Chimeneas(Piques de Traspaso)
Chimeneas(Piques de Traspaso)
Orepasses
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Ph. D. Eng. TADEUSZ S. GOLOSINSKI - tgolosinski@expo.intercade.org - Consultor Intercade
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Ph. D. Eng. TADEUSZ S. GOLOSINSKI - tgolosinski@expo.intercade.org - Consultor Intercade
CONSIDERATIONSCONSIDERATIONS
• Orepass size and shape.• Wall condition: smooth or rough?• Orientation: vertical or inclined.• Material size, shape and particle distribution.• Operational mode.
– Dump when full / empty.• Moisture condition.
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Ph. D. Eng. TADEUSZ S. GOLOSINSKI - tgolosinski@expo.intercade.org - Consultor Intercade
HOW BIG OREPASS? HOW BIG OREPASS?
• Depends on various considerations.– See the slide above.
• Usually defined by D/d ratio.– D is pass dia, d is diameter of the largest particles.
• For ratios up to D/d < 3, problems are likely.• For ratios of D/d > 5 , problems are unlikely.• Example: EL Teniente.
– Largest rocks 1,5m; pass dia 3,5m, 1m x 1m grizzly.
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Ph. D. Eng. TADEUSZ S. GOLOSINSKI - tgolosinski@expo.intercade.org - Consultor Intercade
LESSARD & HADJIGEORGIU SURVEY 2007
LESSARD & HADJIGEORGIU SURVEY 2007
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Ph. D. Eng. TADEUSZ S. GOLOSINSKI - tgolosinski@expo.intercade.org - Consultor Intercade
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Ph. D. Eng. TADEUSZ S. GOLOSINSKI - tgolosinski@expo.intercade.org - Consultor Intercade
Scalper (31)
Cone dump (18)
Grizzly (32)No control structure: 72
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Ph. D. Eng. TADEUSZ S. GOLOSINSKI - tgolosinski@expo.intercade.org - Consultor Intercade
DUMPS: BLOCK SCREENINGDUMPS: BLOCK SCREENING
• Scalper.– High maintenance costs (operator “pushing through”, broken
bars plugging the orepass).– Large slabs can get through.
• Grizzlies.– Better retain big blocks.– Grid dimensions critical (bucket & muck size<<9.
• Cone plugs.– Low maintenance costs.– Easy to plug up.
• No structure (71/153).– Screens “spread out” material thus minimize impact forces ☺.
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Ph. D. Eng. TADEUSZ S. GOLOSINSKI - tgolosinski@expo.intercade.org - Consultor Intercade
DRAW CONTROLSDRAW CONTROLS
• Chutes using control chains (61).• Control chains (35).• Chutes using control chains and an arc gate (21).• No control over flow (33).• Chutes using solid doors (2).• Ross feeder (1).
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Ph. D. Eng. TADEUSZ S. GOLOSINSKI - tgolosinski@expo.intercade.org - Consultor Intercade
Control chainswithout chute
Control chainsin a chute
Control chains andan arc gate
DRAWSDRAWS
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Ph. D. Eng. TADEUSZ S. GOLOSINSKI - tgolosinski@expo.intercade.org - Consultor Intercade
Length of excavated sectionsLength of excavated sections Inclination of excavated sectionsInclination of excavated sections
Minimum diameterMinimum diameter Number of finger raises per sectionNumber of finger raises per section
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Ph. D. Eng. TADEUSZ S. GOLOSINSKI - tgolosinski@expo.intercade.org - Consultor Intercade
LENGTHS & EXCAVATION METHODSLENGTHS & EXCAVATION METHODS
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Ph. D. Eng. TADEUSZ S. GOLOSINSKI - tgolosinski@expo.intercade.org - Consultor Intercade
MATERIAL HANG-UPSMATERIAL HANG-UPS
Interlocking arches Cohesive arches
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Ph. D. Eng. TADEUSZ S. GOLOSINSKI - tgolosinski@expo.intercade.org - Consultor Intercade
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Ph. D. Eng. TADEUSZ S. GOLOSINSKI - tgolosinski@expo.intercade.org - Consultor Intercade
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Ph. D. Eng. TADEUSZ S. GOLOSINSKI - tgolosinski@expo.intercade.org - Consultor Intercade
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Ph. D. Eng. TADEUSZ S. GOLOSINSKI - tgolosinski@expo.intercade.org - Consultor Intercade
OREPASS SUPPORTOREPASS SUPPORT
• Ground conditions.• In-situ stress regime.• Mining induced
stresses.• Method of excavation.• Excavation dimensions.• Victinity of other
infrastructure.• Required transfer
capacity.• Access to install
support.• Design life.• Consequences of
failure.
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Ph. D. Eng. TADEUSZ S. GOLOSINSKI - tgolosinski@expo.intercade.org - Consultor Intercade
TYPES OF GROUND SUPORTTYPES OF GROUND SUPORT
• Resin grouted rebar (116).• Resin grouted rebar and cemented grouted cables (9).• Resin-grouted cables (7).• Fibreglass rebar (8).• Resinn grouted rebar and split set (1).• No support (12).
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Ph. D. Eng. TADEUSZ S. GOLOSINSKI - tgolosinski@expo.intercade.org - Consultor Intercade
Note
Cavingfront determinesstressconditions
El TenienteSec. 4 Sur.