{"id":45514,"date":"2023-06-30T16:00:33","date_gmt":"2023-06-30T14:00:33","guid":{"rendered":"https:\/\/maccaferri-stage.softecspa.it\/pe\/casos-de-\u00e9xito\/instalacion-de-malla-de-acero-antamina-fase-05\/"},"modified":"2024-01-26T14:53:13","modified_gmt":"2024-01-26T13:53:13","slug":"instalacion-de-malla-de-acero-antamina-fase-05","status":"publish","type":"stories","link":"https:\/\/maccaferri-stage.softecspa.it\/pe\/casos-de-\u00e9xito\/instalacion-de-malla-de-acero-antamina-fase-05\/","title":{"rendered":"INSTALACI\u00d3N DE MALLA DE ACERO ANTAMINA FASE 05"},"content":{"rendered":"
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Problema<\/h3>\n <\/div>\n <\/div>\n <\/div>\n <\/div> \n <\/div>\n
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Compa\u00f1\u00eda Minera Antamina tiene la necesidad de proteger en Fase 5 Norte la zona superior de los taludes que producto del minado ha perdido banquetas en una altura de 165m. La p\u00e9rdida est\u00e1 asociada a estructuras planares continuas mayores a 20m coincidentes con la Familia F identificada por Piteau: 46\u00b0\/280\u00b0. Sobre el talud de corte, se observan gruesos paquetes de roca suspendida con riesgo a caer conforme el minado avance. <\/p>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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Soluci\u00f3n<\/h3>\n <\/div>\n <\/div>\n <\/div>\n <\/div> \n <\/div>\n
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La soluci\u00f3n planteada se obtuvo del estudio de ingenier\u00eda realizado en los taludes mediante mapeo fotogram\u00e9trico y an\u00e1lisis estructural. Para la soluci\u00f3n de protecci\u00f3n de taludes se utiliz\u00f3 el sistema conformado con instalaci\u00f3n de malla de protecci\u00f3n Steel Grid HR30, pernos de anclaje de 25mm colocados en la corona de talud, pie de talud y las zonas intermedias. Todo el conjunto del sistema ofrece la protecci\u00f3n de ca\u00edda de rocas de los taludes y la protecci\u00f3n de la infraestructura de la mina que se encuentra en la zona inferior del talud.<\/p>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>

Used Products<\/h2>
\"MacArmour<\/div>
MacArmour & SteelGrid<\/h6>MacArmour es un producto 2 en 1 que combina una estructura homog\u00e9nea de cable de acero bidireccional con una malla met\u00e1lica de doble torsi\u00f3n<\/span>Vista\n \n <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div>","protected":false},"excerpt":{"rendered":"

La soluci\u00f3n planteada se obtuvo del estudio de ingenier\u00eda realizado en los taludes mediante mapeo fotogram\u00e9trico y an\u00e1lisis estructural. Para la s<\/p>\n","protected":false},"featured_media":9337,"parent":0,"menu_order":0,"template":"","stories-category":[],"stories-tag":[],"class_list":["post-45514","stories","type-stories","status-publish","has-post-thumbnail","hentry"],"acf":{"products":null,"applications":null,"solutions":null,"sectors":null},"yoast_head":"\nINSTALACI\u00d3N DE MALLA DE ACERO ANTAMINA FASE 05 - Maccaferri Per\u00f9<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/maccaferri-stage.softecspa.it\/pe\/casos-de-\u00e9xito\/instalacion-de-malla-de-acero-antamina-fase-05\/\" \/>\n<meta property=\"og:locale\" content=\"es_ES\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"INSTALACI\u00d3N DE MALLA DE ACERO ANTAMINA FASE 05 - Maccaferri Per\u00f9\" \/>\n<meta property=\"og:description\" content=\"La soluci\u00f3n planteada se obtuvo del estudio de ingenier\u00eda realizado en los taludes mediante mapeo fotogram\u00e9trico y an\u00e1lisis estructural. 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