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<= ![endif]>Evaluaci= ón de las metodologías holmberg y konya en la mina grumintor de una malla de perforación y voladura

 

Evaluation of the holmberg and konya methodologies in the drill-and-blast mesh grumintor mine

 

Marco Antonio Mejía Flore= s. [1], Gregory Guillermo Cuesta Andrade. [2] &  Kev= in Felipe Cabrera Barrera. [3].

 

Recibido: 22-06-2021 / Revisa= do: 30-06-2021 /Aceptado: 19-07-2021/ Publicado: 05-08-2021

 

 

Abstract:        =             &nb= sp;            =              DOI:  https://doi.org/10.33262/c= oncienciadigital.v4i3.1.1824  

In the develop= ment of this research, the application of two drill and blast mesh methodologies Holmberg and Konya in the Grumintor mine of the= Pinglio Minera Concession was analyzed, in order to estimate the replacement of the current drill and blast mesh used by the aforementioned company. It began with the field diagnosis of the mesh traditionally used, as well as the analysis of the equipment used; continui= ng with the study of the properties of the explosives to be used; In addition,= the geological information survey of the rock was carried out to give a classification to the rocky massif, these data were processed and analyzed using computer programs managing different study variables in order to desi= gn the drilling and blasting meshes using the Holmberg methodology and the Kon= ya methodology, and apply in the different exploration galleries. The drill and blast mesh commonly used in the mine for its exploration work are of three types and their choice is made according to the criteria, observation, and = experience of the driller. The results of the application of the two methodologies will allow us to compare parameters and obtain conclusions about their applicabi= lity.

Keywords: Optimization, Drill and blast, Holmbe= rg, Konya.

Resumen:=

En el desarrollo de esta investigación se analizó la aplicación de dos metodologías de mallas de perforación y voladura Holmberg y K= onya en la mina Grumintor de la Concesión Minera Pinglio, con el fin de estimar el remplazo de la malla vigente de perforación y voladura utilizada por la compañía antes mencionada (Agrimroc, 2017). Se inició con el diagnostico de campo de la malla utilizada tradicionalmente, como también el análisis de los equipos utilizados; continuando con el estudio de las propiedades de los explosivos= a utilizarse; además se realizó el levantamiento de información geológica de la roca para dar una clasificación al macizo rocoso, estos datos fueron procesados y analizados mediante programas informáticos manejando distintas varia= bles de estudio a fin de diseñar las mallas de perforación y volad= ura usando la metodología de Holmberg y la metodología de Konya, y aplicar en las diferentes galerías de exploración. Las mallas= de perforación y voladura usadas habitualmente en la mina para sus labo= res de exploración son de tres tipos y su elección se realiza según el criterio, observación, y experiencia del perforista.= Los resultados de la aplicación de las dos metodologías nos permitirán comparar parámetros y obtener conclusiones sobre la aplicabilidad de estas y elegir la malla más adecuada de perforación y voladura. 

Palabras Clave: Optimización, Pe= rforación y voladura, Holmberg, Konya.

 

Introducción

El presente estudio tiene como finalid= ad evaluar el desarrollo de un diseño de una malla de perforació= n y voladura aplicando las metodologías de Holmberg y la de Konya en la = mina Grumintor S.A. de la concesión Pinglio u= bicado en la provincia del Azuay en el cantón Camilo Ponce Enríquez = en el sector de San Antonio, la cual está dedicada actividad económica representada por exploración, explotación y comercialización de metales (oro, plata) la cual realiza diferentes labores para la su extracción (Cabrera, 2021). Una de las principales operaciones es la voladura, actualmente la malla de voladura se realiza de manera empírica usando un diseño basado en la experiencia de = o, minas cercanas por lo tanto ha existido fallas en la voladura y principalme= nte no se ha realizado las operaciones basándose en un estudio técnico de campo lo cual en la actualidad debe modificarse (Agrimroc, 2017), para eso el plan de perforació= ;n y la sección transversal del impacto se completará considerando= una investigación de los límites de la mina, aplicando las estrategias de Holmberg y Konya para decidir la distribución de disp= aro más adecuada que se aplicará en la mina Grumintor utilizando = una investigación del macizo rocoso y los atributos de los explosivos. <= o:p>

Metodolo= gía

Ubicaci&= oacute;n y posición geográfica

El sitio donde se realizó la investigación es la mina GRUMINTOR, la cu= al es una operadora minera de la concesión Pinglio, quien a su vez forma parte del distrito aurífero San Gerardo y se encuentra dentro de la jurisdicción de la provincia del Azuay, cantón Camilo Ponce Enríquez, sector San Antonio (Figura 1).

Figura 1

Mapa de ubicación del Proyecto

3D"Mapa

Descripción

 

Descripción Global de los frentes de explotación.=

La infraestructura básica de las labores mineras de la Mina GRUMINTOR S.A., está compuesta por una galería principal de dirección SW, además de galerías secundarias, piques, rebajes, pasos peatonales, que facilitan la extracción del material, todas estas divididas en 5 zonas de trabajo (Barton, 1974). <= /o:p>

·         la zona de la 36

·         la zona del Oeste

·         la zona de la Mojada

·         la Zona del pique del Gallo

·         La Zona del Inca

Para nuestro estudio se tomó en cuenta tres zonas: la del Inc= a, la G10 y de la del Gallo.

Método de investigación de los frentes de explotación

Para efectuar la evaluación de las metodologías Holmbe= rg y Konya se empleó el método experimental, iniciando con un levantamiento minucioso de los resultados obtenidos con el uso de la malla = de perforación y voladura empleada tradicionalmente. Los datos obtenidos sirven para establecer relaciones, diferencias o semejanzas, con las prueba= s de perforación y voladura empleando tanto la metodología de Holm= berg como de Konya y observado el comportamiento de los resultados obtenidas de = cada una de las pruebas (Bach, 2016).

Primero.  Se realizó el levantamiento de información geológica de la roca en el campo para formular la clasificación respectiva al macizo rocoso, en las tres zonas donde se tenía previsto aplicar los diseños de voladura mediante las metodologías planteadas de acuerdo a la investigación.

Segundo. Se procedió a realizar una toma de muestras de roca de las galerí= ;as de la zona del Inca, de la Zona de la G10 y de la zona del Gallo para reali= zar ensayos de laboratorio como son el de carga puntual y el ensayo de comprensión simple, proporcionando datos que son necesarios para pod= er elaborar el diseño de las mallas de perforación y voladura mediante las metodologías de Holmberg y Konya, finalmente se aplicó pruebas de ensayo y error en las galerías propuestas. =

Tercero. Se realizó el análisis e interpretación de resultados de = la aplicación de las metodologías de Holmberg y Konya para establecer un diseño óptimo que sirva como base para futuras voladuras en la mina Grumintor, finalizando con las conclusiones y recomend= aciones del caso.

Las variables técnicas a tomarse en cuenta par= a el estudio.

Variables = de Explosivo

·= ;      =    Tipo

·= ;      =    Densidad del explosivo

·= ;      =    Presión de detonaci&oacut= e;n

·= ;      =    Diámetro del explosivo

·= ;      =    Longitud del explosivo

·= ;      =    Numero de cartuchos por taladro<= /span>

·= ;      =    Resistencia al agua

·= ;      =    Peso del explosivo

Variable= s de la Roca

·= ;      =    Lugar

·= ;      =    Tipo de la roca

·= ;      =    Densidad de la roca

·= ;      =    Resistencia a la compresió= ;n simple

·= ;      =    RQD

·= ;      =    RMR

·= ;      =    GSI

Tabla 1<= o:p>

Variable= s de los parámetros de l= os equipos de perforación

Parámetr= os

Símbolo<= o:p>

Unidades

Radio de baúl de túnel =

r

m

Ancho de túnel

A Túnel

m.

Alto de túnel

H Túnel

m.

Tabla 1

Variables de los parámetros de los equipos de perforación (continuación)

 

Parámetros

Símbolo

Unidades

Radio de corona o de arco de bóveda =

r

m

Diámetro de taladros de producción=

Øo

m.

Diámetro de Taladro alivio

Ø1

m.

Número taladros de alivio

N

Unidades.

Ángulo de taladro de contorno =

Y

°/m

Desviación angular

α

m/m.

Error de emboquille

m/m

Longitud de perforación por taladro =

(L)

m

=  

Caracterización del macizo rocoso<= o:p>

Se realizó la caracterizació= ;n del macizo rocoso en la mina Grumintor mediante el sistema RMR de Bieniawsk= i, 1989. A fin de obtener la resistencia a comprensión simple y de carga puntual se tomó una muestra de cada labor piloto sujetas al estudio = de los métodos de voladura propuestos, para luego enviarlas al laborato= rio; Una vez realizadas las pruebas se obtuvieron los siguientes resultados (Tab= la 2):

Tabla 2

Resultados obtenidos en laboratorio de Comprensi&oacu= te;n Simple

Lugar

Roca=

Área cm2=

Volumen cm3

Masa g

Carga kg

Densidad g/cm3<= o:p>

Esfuerzo kgf/cm2

Comprensi&oacut= e;n S.  Mpa=

Mojada

Brecha

31.15

163.52

455.82

8160=

2.79=

261.99

25.692

Gallo

Dacita

30.52

159.94

443.21

23720

2.77=

777.1

76.207

Inca

Andesita

30.28

158.98

443.37

28980

2.79=

957.04

93.854

 

Los datos obtenidos en el tra= bajo de campo referente a los parámetros geológicos del crucero 98= 7 se detalla en la Tabla 3:

Tabla 3

Valores tomados e= n el campo correspondiente a crucero 987

Caracterizaci&o= acute;n del macizo rocoso

Valoració= ;n

Zona

El Gallo

&= nbsp;

Lugar

Crucero 987

&= nbsp;

Dirección

233/0

&= nbsp;

Tipo de Roca

Dacita

&= nbsp;

Comprensión Simple

76.20

7

Densidad

2.77 g/cm3

&= nbsp;

R.Q.D.

86.62

17

Diaclasas

&= nbsp;

&= nbsp;

Separación entre diaclasas

22cm

10

Discontinuidades

&= nbsp;

&= nbsp;

Longitud de la discontinuidad =

1.8m

4

Abertura de la discontinuidad =

0.001m

3

Rugosidad

rugosa

5

Relleno

duro

4

Alteraciones

Ligeramente alterada

5

Agua Freática

&= nbsp;

&= nbsp;

Caudal de agua por 10m de túnel

Ligeramente seco

10

Orientación de discontinuidades

favorable

-5

CLASE RMR

Buena Clase II

60

Clase GSI

BUENA

65

 <= /h2>

El resumen de datos obtenidos en diferentes lectu= ras que se realizaron en el campo respecto a los parámetros geológicos en la Galería de Exploración 537 se detalla en la Tabla 4:

Tabla 4

Valores tomados en el = campo correspondiente a la galer&iac= ute;a 537

Caracterización del macizo rocoso

Valoración

Zona

La Mojada

 

Lugar

Galería 537

 

Dirección<= span lang=3DES-EC style=3D'font-size:12.0pt;line-height:115%;font-family:"Time= s New Roman",serif; mso-fareast-font-family:"Times New Roman";color:black;mso-ansi-language:E= S-EC; mso-fareast-language:ES-EC'>

11/0

 

Tipo de Roca

Brecha

 

Densidad

2.79 g/cm3

 

Comprensión Simpl= e

25,69 Mpa

4

R.Q.D.

83.32

17

Diaclasas

Separación entre diaclasas

34 cm

10

Discontinuid= ades

Longitud de la discontinuidad

1.1m

4

Abertura de la discontinuidad

0.003m

1

Rugosidad

rugosa

5

Relleno

duro

4

Alteraciones

Ligeramente alterada

5

Agua freática

Caudal de agua por 10m de túnel

Húmedo

7

Orientación de di= scontinuidades

Medio

-5

CLASE RMR

Buena Clase = II

52

CLASE GSI

BUENA=

60

 

El resumen de datos obtenidos en diferentes lecturas que se realizaron en el campo respecto a los parámetros geológicos = a la galería 900, se detalla en la Tabla 5:

Tabla 5

Valor= es tomados en el campo corre= spondiente a la galería 900

Caracterización del macizo rocoso

Valoraci&oac= ute;n

Zona

 

Lugar

Galería 701

Dirección<= span lang=3DES-EC style=3D'font-size:12.0pt;line-height:115%;font-family:"Time= s New Roman",serif; mso-fareast-font-family:"Times New Roman";color:black;mso-ansi-language:E= S-EC; mso-fareast-language:ES-EC'>

18/0

Tipo de Roca

Andesita

Comprensión Simpl= e

93.85 Mpa

7

Densidad

2.79 g/cm3

R.Q.D.

87.28

17

Diaclasas

Separación entre diaclasas

39cm

10

Discontinuidades

Longitud de la discontinuidad

0.9 m

6

Abertura de la discontinuidad

0.002 m

1

Rugosidad

Ligeramente rugosa

3

Relleno

duro

4

Alteraciones

Ligeramente alterada

5

Agua Freática

Caudal de agua por 10m de túnel

Nulo

10

Orientación de discontinuidades

desfavorable

-5

CLASE RMR

Buena Clase = II

58

CLASE GSI

BUENA=

65

 

Caracterís= ticas <= /span>d= e = l= os <= /span>e= xplosivos Explogel III de 1\8 x 7=

Tabla 6

Características de los explosivos=

Tipo

Explogel III 1/8 x 7

Densidad = del explosivo

1.05 g/cm³<= /span>

Velocidad= de Detonación

3689 m/s

Presi&oac= ute;n de detonación

35722 Pa

Diá= ;metro del Explosivo

1 1/8 ”

Longitud = del Explosivo

7 ” =3D 0.1718m

Resistenc= ia al agua

15 min

Peso Cart= ucho

119 g

Nú= mero de cartuchos por caja

212 unidades

Velocidad= de detonación

3689 m/s

Poder Rompedor

17.50 mm

Los accesorios para la voladura utilizados es el fulminante 8, mecha lenta.

Diagnóstico de la malla de perforación y voladura existente

En las Galerías de exploración se utiliza tres tipos = de mallas de acuerdo con el estado de la roca ya sea dura, media y/o suave, el cual es determinado según el criterio del perforista y su geometría y númer= o de taladros está dis= tribuido de la siguiente manera:

En roca dura (Figura 2)

Figura 2

Resultados del diagnóstico de la malla actual utilizada en roca dura

3D"Imagen 

Distribución de taladros Roca Dura

Explosivo usado en Roca Dura

Alivio

3

8

Enteros en cuña y ayudantes

Arranque<= o:p>

4

25

Medios en destroza, contorno y piso

Ayuda de arranque

4

132

Nitratos, cuatro por taladro

Ayuda de destroza

4

20

Nitratos = en recarga cuña y ayudantes

Auxiliare= s de hastiales

4

2.4 kg

Explogel = III

Malla de voladura para roca dura 2x2,20m

Auxiliare= s de la corona

2

18.08 kg

Nitratos<= o:p>

Total de barrenos perforados 36, de los cuales son 3 de alivio (vacíos) con una longitud de barreno de 1.80m y con un avance de 9= 0% promedio por disparo.

Auxiliare= s de la zapatera

2

22.5 kg

Total

Zapatera<= o:p>

4

Corona

3

 

 

 

 

 

 

 

 

En roca media (Figura 3)

Figura 3

Resultados del diagnóstico de la malla actual utilizada en roca media

Distribución de taladros en roca Media

Explosivo empleado

Alivio

3

8

Enteros en cuña y ayudantes

3D"Gráfico,Arranque

4

19

Medios en destroza, cont= orno y piso

Ayuda de arranque

4

108

Nitratos, cuatro por tal= adro

Ayuda de destroza

4

20

Nitratos en recarga cuña y ayudantes

Auxiliare= s de la corona

2

2.08 kg

Explogel III

Auxiliare= s de la zapatera

2

18.85 kg

Nitratos

Malla de voladura para roca media 2x2,20m

Zapatera<= o:p>

4

20.93 kg

Total

La malla act= ual de voladura aplicada a una ro= ca media se consiste de 30 taladros perforados de los cuales 3 son de alivio y los 27 llevan carga explosiva

Corona

3

Hastiales=

4

 

 

 

 

 

 

 

 

 

 

 

Voladura en Roca suave (Figura 4)<= /h2>

 

Figura 4

Resultados del diagnóstico de la malla actual utilizada en roca suave= <= /span>

 =

3D"Gráfico,

 =

 =

 =

 =

 =

 =

 =

 

Distribución de taladros en roca suave

Explosivo empleado Roca suave

Alivio

3

8

Enteros en cuña y ayudantes

Arranque

4

10

Medios en destroza, cont= orno y piso

Ayuda de arranque=

0

72

Nitratos, cuatro por tal= adro

Ayuda de destroza=

4

20

Nitratos en recarga cuña y ayudantes

Total de barrenos perforados 21 de los cuales son 3 de alivio (vacíos) con una  longitud de barreno (1.80, 1.60 = y 1.20)m con un avance de 90% promedio

Auxiliares de la corona

0

1.55 kg

Explogel III

Auxiliares de la zapater= a

2

13.38 kg

Nitratos

Zapatera

3

14.93 kg

Total

Corona

3

Hastiales

2

 

<= span style=3D'font-size:12.0pt;line-height:115%'>Resultados

Diseño de una malla de perforación y voladura usando la metod= ología de Konya.  

La malla de perforación y volad= ura mediante la metodología de Konya considera para sus ecuaciones de cálculo los siguientes parámetros (Tab= la 7):

Tabla 7=

Consumo específico de explosivo para la voladura mediante Konya

Sección

Taco

L carga

Lcarga Explogel

CartuchoAnfo

Cartucho Explogel

q1

Explogel III (kg)

Nitrato

Primer

0.099

1.611

0.537

6

3

0.73

1.44

3.55

Segunda

0.140

1.570

0.523

6

3

0.71

1.40

2.80

Tabla= 7

Consumo específico de explosivo para la voladura mediante Konya (continuación)

 

Secció= ;n<= /span>

Taco

L carga

Lcarga Explogel

CartuchoAnfo<= /span>

Cartucho Explogel= <= /span>

q1

Explogel III (kg)<= /span>

Nitrato

Tercera

0.296

1.414

0.471

5

3

0.64

1.26

2.52

Cuarta

0.628

1.082

0.361

4

2

0.49

0.97

1.93

Auxiliares

0.707

1.003

0.167

5

1

0.23

0.45

2.24

Piso<= span lang=3DES-EC style=3D'font-family:"Times New Roman",serif;mso-fareast-fon= t-family: "Times New Roman";color:black;mso-ansi-language:ES-EC;mso-fareast-languag= e: ES-EC'>

0.707

1.003

0.334

4

2

0.45

0.89

1.79

Contorno

0.707

1.003

0.167

5

1

0.23

0.45

2.24

Total (kg)

6.86

17.07

3D"Gráfico,3D"Gráfico,

 

 

 

 

 

Tabla 8

Consumo específico de explosivo para la voladura mediante Konya

=  

Resultados cuñas quemadas

Resultados <= span class=3DGramE>según  Konya=

Cuadro No

1=

2=

3=

4=

Cuadro No

1=

2=

3=

4=

B(m)

0.099

0.140

0.296

0.628

B (m)

0.099

0.140

0.296

0.628

R (m)

0.099

0.209

0.444

0.942

R (m)

0.099

0.209

0.444

0.942

Sc (m)

0.140

0.296

0.628

1.331

Sc (m)

0.140

0.296

0.628

1.331

T (m)

0.099

0.070

0.148

0.314

T (m)

0.099

0.070

0.148

0.314

Sc >=3D (L)ˆ(1/2)

1.31

1.31

1.31

1.31

Sc >=3D (L)ˆ(1/2)

1.31

1.31

1.31

1.31

B=3DDistancia barrenos ;<= /span> Sc Espaciamiento;R=3DLa distancia o radio desde el centro exacto de la cuña; T=3D Taco

 

 

 

 

 

 

Konya recomienda hacer el dispa= ro de la cuña con un periodo mínimo de 50 mili segundos entre períodos. De la misma manera recomienda usar 100 ms de retardo para los barrenos auxiliares. Los barrenos  del contorno (con vol= adura de recorte) se disparan con el mismo retardo. Los barrenos de piso detonan al último (Konya).

La metodología que usa Konya para determinar los cálc= ulos de la malla de perforación y voladura   depende básicamente de las características del tipo de explosivo que se va a utilizar un sistema de arranque de cuatro secciones dependiendo de las necesidades y dimensiones de la sección de la galer&iacu= te;a por ello en las tres galerías de estudio resulta el mismo dise&ntild= e;o ya que tienen las mismas dimens= iones y se utiliza el mismo explosivo.

Diseño las mallas de perforación y voladura usando la metodología de Holmberg. Para la ap= licación de la malla de perforación y voladura de las galerías se nece= sita los datos del explosivo, caracterización del macizo rocoso, dimensiones de la galería y las dimensiones del equipo de perforación, señalados en la siguiente Tab= la 9:

Tabla 9

Resumen de p= arámetros para realizar el diseño en la Galería 537 (la Mojada)

Labor

Símbolo

Unidades

Valor=

Zona

La Mojada

GSI

-

60

RQD

-

%

83.32

RMR

-

-

52

Resistencia a la comprensión

-

MPa

25.69

Densidad de la roca

ρr

Tn/m³

2.79

Radio de baúl de túnel

r

M

1

Factor de carga Suecia

C

kg/m³

0.052

Ancho de túnel

A Túnel

m.

2

Alto de túnel

H Túnel

m.

2.2

Radio de corona o de arc= o de bóveda

r

m

1

Diámetro de talad= ros de producción

Øo

m.

0.038

Diámetro Taladro alivio

Ø1

m.

0.038

Número taladros d= e alivio

N

Unidades.

3

Angulo de taladro de contorno

Y

°/m

3

Desviación angula= r

m./m.

0.02

Error de emboquille

m./m.

0.02

Longitud de perforación./tal (dato de campo)

(L)

m.

1.8

Longitud de cartucho del explosivo

L cartucho

m

0.1778

Valor de la constante Pi=

π

-

31.416

Potencia relativa en peso del explosivo

PRP

(RWSanfo)

1.05

Peso de un cartucho a emplear

P un cartucho

kg

0.119

Potencia relativa en peso explosivo

(RWSanfo)

%

105

 

Una vez aplicadas las ecuacio= nes con los datos obtenidos en el campo del  macizo rocoso y de los instrumentos empleados se o= btiene los siguientes resultados:

 =

 =

Res= ultados Galería 537 (Tabla 10, Figura 5)

 

Tabla= 10

Resumen de cálculos de diseño Galería 537

 

 

Número de taladros

Densidad de carga lineal

Descripci&oa= cute;n

Burden

Espaciamient= o

sin carga

cargados

cartucho/tal=

kg/taladro

EplogeIII

Anfo

Taladro arranque<= span lang=3DES-EC style=3D'font-size:8.0pt;line-height:115%;font-family:"Times= New Roman",serif; mso-fareast-font-family:"Times New Roman";color:black;mso-ansi-language:E= S-EC; mso-fareast-language:ES-EC'>

0.09

0.13

3

4

0.45

9

0.73

4

32

Primer cuadrante<= span lang=3DES-EC style=3D'font-size:8.0pt;line-height:115%;font-family:"Times= New Roman",serif; mso-fareast-font-family:"Times New Roman";color:black;mso-ansi-language:E= S-EC; mso-fareast-language:ES-EC'>

0.13

0.28

4

0.35

4

0.47

4

12

Segundo cuadrante=

0.20

0.48

4

0.31

3

0.41

4

8

Tercer cuadrante<= span lang=3DES-EC style=3D'font-size:8.0pt;line-height:115%;font-family:"Times= New Roman",serif; mso-fareast-font-family:"Times New Roman";color:black;mso-ansi-language:E= S-EC; mso-fareast-language:ES-EC'>

0.25

0.69

4

0.31

3

0.41

4

8

Ayuda hastiales

0.33

0.48

2

0.69

8

0.92

2

14

Ayuda corona

0.46

0.44

3

0.64

7

0.85

3

18

Ayuda de arrastre=

0.27

0.48

3

0.53

6

0.70

3

15

Hastiales

0.28

0.40

4

0.60

7

0.80

3

25

Corona

0.44

0.57

6

0.13

1

0.17

3

6

Arrastre

0.38

0.59

6

0.51

6

0.68

6

30

Total= taladros perforados

40

Total= de explosivos

36

168

Total= explosivos(kg)

4.284

24.696

Total (kg)

28.98

 

Figura 5

Malla de perforación y voladura mediante Holmberg en la Galer&iac= ute;a 5

 

 

 =

 

 

 

 

 

 

 

 

 

 

 

 

Resultados del crucero 987

Se recolectó en el campo= los parámetros que requieren la metodología de Holmberg para el cálculo y elaboración de la malla detallados en la siguiente = Tabla 11:

Tabl= a 11

Par&= aacute;metros principales para elaborar<= span style=3D'letter-spacing:-.05pt'> el diseño en el crucero 987

Labor=

Símbolo

Unidades

Valor

Zona

El Gallo

GSI

-

65

RQD

-

%

86.62

RMR

-

60

Resistencia a la comprensión

-

MPa

76.2

Densidad de la roca

-

Tn/m³

2.77

Radio de baúl de túnel

r

M

1

Ancho de túnel

A Tún= el

m.

2

Alto de túnel

H Tún= el

m.

2.2

Radio de corona o de arco de bóveda

r

m

1

Diámetro de taladros de producci&oacut= e;n

Øo

m.

0.038

Diámetro Taladro alivio

Ø1

m.

0.038

Número taladros de alivio

N

Unidades.

3

Angulo de taladro de contorno

Y

°/m

3

Desviación angular

m./m.

0.02

Error de emboquille

m./m.

0.02

Longitud de perforaci&oac= ute;n./tal (dato de campo):

(L)

m.

1.8

Longitud de cartucho del explosivo

L cartucho

m

0.1778

Valor de la constante Pi

π

31.416

Potencia relativa en peso del explosivo utili= zado I

PRP

(RWSanfo)<= /span>

1.05

Peso de un cartucho a emplear

P un cartuch= o

kg

0.119

Potencia relativa en peso explosivo I<= span lang=3DES-EC style=3D'font-size:12.0pt;line-height:115%;font-family:"Time= s New Roman",serif; mso-fareast-font-family:"Times New Roman";color:black;mso-ansi-language:E= S-EC; mso-fareast-language:ES-EC'>

(RWSanfo)

%

105

Capacidad de caja

-

unidades

212

La aplicación de la metodología de Holmberg para el diseño de la malla de perforación y voladura en el crucero 987 ubicado en la zona del Gallo nos dio los siguientes resultados (Tabla 12):

Tabla 12

Resum= en de cálculos del diseño mediante Holmb= erg en el crucero 987<= /i>

Descripción<= /p>

Burden practico (Bp)m

Espaciamiento (Ah)m<= /p>

Número = de taladros

Densidad de ca= rga lineal

Cartucho por taladro<= /p>

Kg<= /span>

taladro=

EM 3000=

Anfo<= b>

Sin carga

Cargado

Taladro arranque<= /span>

0.09

0.13

3

4

0.51

9

0.81

4

32

Tabla 12

= Res= umen de cálculos del diseño mediante Hol= mberg en el crucero 987 (continuaci&oacu= te;n)

Descripción=

Burden practico (Bp)m

Espaciamiento (Ah)m

Número = de taladros

Densidad de ca= rga lineal

Cartucho por t= aladro

Kg<= /span>

taladro

EM 3000

Anfo

Sin carga<= span lang=3DES-EC style=3D'font-size:8.0pt;mso-ansi-language:ES-EC'>

Cargado

1er cuadrante<= span lang=3DES-EC style=3D'font-size:8.0pt;mso-ansi-language:ES-EC'>

0.13

0.28

4

0.39

4

0.51

4

12

2do cuadrante<= span lang=3DES-EC style=3D'font-size:8.0pt;mso-ansi-language:ES-EC'>

0.20

0.48

4

0.35

4

0.45

4

12

3er cuadrante<= span lang=3DES-EC style=3D'font-size:8.0pt;mso-ansi-language:ES-EC'>

0.25

0.69

4

0.34

4

0.45

4

12

Taladro de ayuda hast= iales

0.33

0.48

2

0.76

8

1.00

2

14

Taladro ayuda corona<= /span>

0.46

0.44

3

0.73

8

0.96

3

21

Taladro ayuda de arra= stre

0.27

0.48

3

0.58

6

0.76

3

15

Taladro de hastiales<= /span>

0.28

0.40

4

0.66

7

0.86

3

25

Taladro de corona

0.44

0.57

6

0.13

1

0.17

3

3

Taladro de arrastre

0.39

0.59

6

0.58

6

0.76

6

30

T= otal de taladros perforados

3

40

57

6.73

T= otal explosivos

T= otal de explosivos

36

176

T= otal explosivos (kg)

4.28

25.87

Luego que se efectuó la aplicación del modelo matemático de Holmberg para el crucero 987 de la zona de explotación del gallo en el nivel -5 se obtiene el siguiente diseño (Fig= ura 6):

Figura 6

Resumen de cálculos del diseño mediante Holmberg en el crucero 987

 

 

 

 

 

 

 

 

 

Resultados la Galer&iacut= e;a de exploración 701 (Tabla 13, 14)

Se recogió en el campo l= os parámetros que requieren la metodología de Holmberg para el cálculo y elaboración de la malla; Son detallados en la sigui= ente tabla:

 

Tabla 13<= /p>

Par&a= acute;metros principales para elaborar el diseño en la Galería 701

 

Labor=

Símbo= lo

Unidades

Valor=

Zona

El Inca

GSI

-

-

65

RQD

-

%

87.28

RMR

-

-

58

Resistencia a la comprensión

-

MPa

93.85

Densidad de la roca

-

Tn/m³

2.79

Radio de baúl de túnel

r

M

1

Ancho de túnel

A Túnel

m.

2

Alto de túnel

H Túnel

m.

2.2

Radio de corona o de arco de bóveda

r

m

1

Diámetro de taladros de producci&oacut= e;n

Øo

m.

0.038

Diámetro Taladro alivio

Ø1

m.

0.038

Número taladros de alivio

N

Unidades.

3

Angulo de taladro de contorno

Y

°/m

3

Desviación angular

𝘢

m./m.

0.02

Error de emboquille

m./m.

0.02

Longitud de perforaci&oac= ute;n./tal (dato de campo):

(L)

m.

1.8

Eficiencia de perforación. ( Ep ):

Ep

%

95.44

Longitud de cartucho del explosivo

L cartucho

m

0.1778

Valor de la constante Pi

π

-

31.416

Potencia relativa en peso del explosivo utili= zado

PRP

RWSanfo

1.05

Peso de un cartucho a emplear

P un cartucho

kg

0.119

Potencia relativa en peso explosivo

RWSanfo

%

105

Capacidad de caja

-

unidades

212

 

Tabla 14<= /p>

Resum= en de cálculos de diseño Galería 701

Descripci&oa= cute;n

Burden practico (Bp)m

Espaciamiento (Ah)m

Númer= o de taladros

Densidad de carga lineal

Peso cartuch= o

Cartucho por taladro

kg/taladro

Explogel III

Anfo

Sin carga

Cargados<= o:p>

taladro arranque

0.09

0.13

3

4

0.51

9

0.82

4

32

1er cuadrante

0.13

0.28

4

0.40

4

0.52

4

12

Tabla 14

Res= umen de cálculos de diseño Galería 701 (continuació= ;n)

Descripción

Burden practico (Bp)m

Espaciamiento (Ah)m

Númer= o de taladros

Densidad de carga lineal<= /span>

Peso cartuch= o

Cartucho por taladro

kg/taladro

Explogel III

Anfo

Sin carga

Cargados<= /span>

2do cuadrante

0.20

0.48

4

0.35

4

0.46

4

12

3er cuadrante

0.25

0.69

4

0.35

4

0.46

4

12

tal ayuda hastiales

0.33

0.48

2

0.77

8

1.01

2

14

taladro ayuda corona

0.46

0.44

3

0.74

8

0.97

3

21

taladro ayuda de arrastre

0.27

0.48

3

0.59

6

0.77

3

15

tal hastiales

0.28

0.40

4

0.66

7

0.86

3

25

tal corona

0.44

0.57

6

0.13

1

0.17

3

3

tal arrastre

0.39

0.59

6

0.59

6

0.77

6

30

total taladros perforados

3

40

36

176

total explosivos (kg)

4.28

25.87

total explosivos (Kg)

30,16

(kg)

30.16=

 

Luego que se efectuó la aplicación del modelo matemático de Holmberg para la galería 701 de la zona de explotación del Inca¸ se obtiene el siguiente diseño (Figu= ra 7):

Figura 7

Malla de perforaci&oacut= e;n y voladura en la galería 701 aplicando Holmberg

3D"Gráfico,<= /span>

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Conclusiones

·      =    Las mallas de perforación y voladura aplicadas habitualmente = en la mina Grumintor en sus labores de exploración están establecidas de acuerdo con la dureza de la roca en tres tipos, clasificándose en: roca dura, roca media y roca suave. Instaurándose una malla diferente para cada tipo de roca. Para roca = dura se tiene un total de 36 barrenos perforados de los cuales son 3 de alivio, = en roca media se tiene una malla de voladura que consta de 30 barrenos perfora= dos de los cuales 27 llevan carga explosiva y 3 son de alivio, en tipo de rocas suaves la malla de voladura lleva 21 barrenos perforados de los cuales son = 3 de alivio. La elección de la malla de perforación y voladura se realiza según la observación, criterio y experiencia del perforista.

·      =    Se realizó el diseño de la malla de perforación= y voladura mediante la metodología de Holmberg usando las características del macizo rocoso y se determinó que la distribución geométrica de los barrenos perforados consta de = 40 barrenos que llevan carga explosiva y 3 barrenos de alivio, este dise&ntild= e;o resultó igual en las 3 galerías de prueba, obteniendo los mis= mos resultados con una pequeña variación en la cantidad de explos= ivo utilizado.

·      =    El resultado de la aplicación de la metodología de Holmberg es la obtención de un material volado equilibrado, no hay la necesidad de usar el martillo vibrador para reducir el tamaño de los bloques, tampoco el uso de voladuras secundarias debido a la ausencia de ma= terial no condicionado haciendo que el tiempo de limpieza mediante este mét= odo sea mucho menor. De igual manera se obtiene un perfil de la sección = del túnel de forma bien definida sin necesidad de realizar voladuras secundarias en el perfil.

·      =    El diseño y aplicación del modelo de Konya en las galerías de la mina Grumintor de la concesión Pinglio determinó una malla con solo 28 barrenos perforados de los cuales 3 = son de alivio reduciendo bastante el tiempo empleado en la perforación, determinando que la distribución depende principalmente de la densid= ad del explosivo, el diámetro del explosivo y de la densidad de la roca tanto para barrenos auxiliares, de piso y de contorno. Para el arranque de cuatro secciones depende únicamente del diámetro de los barre= nos empleados.

·      =    Durante la aplicación de las voladuras mediante el mét= odo de Konya se presentó incidencias diarias debido a que el burden y espaciamiento son muy amplios, el material es arrancado, pero presentan gran cantidad de material no condicionado por lo tanto dificulta mucho en el cic= lo de limpieza obligando al empleo de voladuras secundarias y uso de martillo vibrador para reducción de bloques muy grandes. También existe mucha variación en la definición del perfil resultante de la galería, todas estas incidencias resultan en el aumento de costos por voladura.

·      =    En el diseño de las mallas de voladura mediante los 3 métodos aplicados se utilizaron los mismos equipos de perforación, tipo de explosivo y sus accesorios, pero al momento de hacer la elección del método óptimo tomando en cuenta = los avances lineales diarios, reducción de los tiempos en el ciclo de perforación, voladura y limpieza, principalmente los costos necesari= os para el uso de cada método y la recuperación de mineral, resultó que el más adecuado y optimo es la metodología= de Holmberg para las galerías analizadas de la mina Grumintor.

·      =    La optimización se realiza en la malla de voladura usada medi= ante la metodología de Holmberg, a través de las pruebas ensayo er= ror en el campo, se determinó reducir el número de taladros en los hastiales y el uso de 4 secciones ya que según Holmberg se podr&iacu= te;a realizar más de 4 secciones.

 

Bibliografía

Agrimroc S.A. (2017). estudio de requerimientos técnicos para aprobación de proyecto de diseño de relaveras. Ponce Enriquez.

Albán Serrano, P. E., & Alencastri Almeida, D. A. (2015). Plan de exportación de pulpa de pitahaya al mercado de Berlín en Alemania a través de un Come= rcio Justo.

Bach Fernández Tirado, J. &Aacu= te;. (2016). “Optimización de avance lineal, reemplazando las perforadoras jackleg por jumbo hidráulico en el proceso de perforación y voladura de la GLN1 y CRNE en Mina Consuelo de la Empr= esa Especializada New Horus S.A.C - Poderosa” [Universidad Nacional de Trujillo Facultad de Ingeniería Escuela Académico Profesional= de Ingeniería de Minas]. Recuperado de http://www.dspace.unitru.edu.pe/bitstream/handle/UNITRU/3857/Fern%C3%A1ndez= %20Tirado%2C%20Javier%20%C3%81ngel.pdf?sequence=3D1&isAllowed=3Dy

Barton, N Lien, R. y Lunden, J. (1974), Engineering Classification of Rock Masses for the bieniawski, Z.T. (1989). Engineering Rock Mass Clasifications. = John Wiley and sons, Inc. caracterización de macizos rocosos en afloramientos. Instituto Geologico y Minero de de materiales, pp 117- 152. =

Cabrera, K. (2021). Optimizació= n de una malla de Perforación y Voladura usando las metodologías Holmberg y Konya en la mina Grumintor de la concesión Pinglio.

Deere, D. U. (1989). ROCK QUALITY DESIGNATION (RQD) AFTER TWENTY YEARS. Florida.

Desing of Tunnel Support. Rock Mechanics, Springer Verlag, vol, 6 pp 189 – 236.

Earth Science Application and Research Centre of University Hacettepe, Vol 26, pp77-España. Madrid.

3Dedito=Explocen C.A. (s.f.). Dinamita pulverulenta sensible a fulminante No. 8 El Explogel III. Obtenido de Explocen C.A. Recuperado de https://1085-ec.all.biz/dinamita-pulverulenta-sensible-a-fulminante-no-8-g4= 36

&nb= sp;

&nb= sp;

&nb= sp;

 

PARA CITAR EL ARTÍCULO INDEXADO.

 

 

Mejía Flores, M. A., Cuesta Andrade, G. G., & Cabrera Barrer= a, K. F. (2021). Evaluación de las metodologías holmberg y konya en la mina grumint= or de una malla de perforación y voladura. Concien= ciaDigital, 4(3.1), 207-226. https://doi= .org/10.33262/concienciadigital.v4i3.1.1824

 

=  

3Dedito==

 


El artículo que se publica es de exclusiva responsabilidad de los autor= es y no necesariamente reflejan el pensamiento de la Revista Conciencia Digital.

 

El artículo queda en propiedad de la revista y, por tanto, su publicación parcial y/o tot= al en otro medio tiene que ser autorizado por el director de la Revista Conciencia Digital.

 

<= ![endif]>3D"logo_catalogo3b.jpg"            &n= bsp;            = ;            &n= bsp;            = ;            &n= bsp;            = ;            &n= bsp;            = ;            &n= bsp;            = ;            &n= bsp;        

 <= /o:p>

 =

 



[1]= Escuela Superior Politécnica de Chimborazo, Grupo de Investigación de Recursos Mineros e Ingeniería, marco.mejia@espoch.edu.ec; https://orcid.org/0000-0002-7566-2063

[2]= Escuela Superior Politécnica de Chimborazo, Grupo de Investigación de Recursos Mineros e Ingeniería, gregory.cuesta@espoch.edu.ec, https://orcid.org/0000-0002-9308-0593

[3]= Escuela Superior Politécnica de Chimborazo, kevin.cabrera@espoch.edu.ec, https://orcid.org/0000-0002-0125-2010; exestudiante de la carrera geología y minas.

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   &nb= sp;            =             &nb= sp;            =             &nb= sp;            =             &nb= sp;            =             &nb= sp;         ISSN: 2600-5859

            =             &nb= sp;            =             &nb= sp;            =             &nb= sp;      Vol. 4, N°3.1, p. 207-226, agosto, 2021

Análisis Informático &nb= sp;            =             &nb= sp;            =             &nb= sp;   &nb= sp;            =             &nb= sp;            =             &nb= sp;            =             &nb= sp; Página 201

 

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