{"id":106393,"date":"2025-11-14T16:50:16","date_gmt":"2025-11-14T15:50:16","guid":{"rendered":"https:\/\/www.maccaferri.com\/pe\/success-stories\/desquinche-y-enmallado-fase-08-norte-antamina\/"},"modified":"2026-02-02T17:44:51","modified_gmt":"2026-02-02T16:44:51","slug":"desquinche-y-enmallado-fase-08-norte-antamina","status":"publish","type":"stories","link":"https:\/\/www.maccaferri.com\/pe\/casos-de-\u00e9xito\/desquinche-y-enmallado-fase-08-norte-antamina\/","title":{"rendered":"Desquinche y Enmallado Fase 08 Norte Antamina"},"content":{"rendered":"
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    \"\"<\/div>\n <\/div>\n <\/div>\n
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    Antes de la Obra<\/p>\n \n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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    Durante la Obra<\/p>\n \n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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    Durante la Obra<\/p>\n \n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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    Durante la Obra<\/p>\n \n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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    Durante la Obra<\/p>\n \n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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    Durante la Obra<\/p>\n \n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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    Obra Conclu\u00edda<\/p>\n \n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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    Representaci\u00f3n Esquem\u00e1tica<\/p>\n \n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n\n <\/div>\n <\/div>

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    Challenge<\/h3>\n <\/div>\n <\/div>\n <\/div>\n <\/div> \n <\/div>\n
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    En el proceso de minado y la condici\u00f3n estructural del sector NE-L, debido a la presencia de estructuras planares de continuidad media paralelas a la cara de banco de la Fase 8 norte han generado un talud continuo de 60m por la p\u00e9rdida de banquetas, los niveles inferiores a esta condici\u00f3n son mallas de mineral M4B seg\u00fan plan de 90 d\u00edas, la v\u00eda principal de abastecimiento de mineral ser\u00e1 debajo del sector cr\u00edtico mencionado; por lo que se debe realizar trabajos de desquinche y enmallado para evitar la ca\u00edda de rocas hacia los niveles inferiores.<\/p>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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    Solution<\/h3>\n <\/div>\n <\/div>\n <\/div>\n <\/div> \n <\/div>\n
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    Se realizaron trabajos de desquinche y enmallado para evitar la ca\u00edda de rocas hacia los niveles inferiores, asegurando los taludes superiores naturales y en corte de roca de la Fase 8 Norte de posibles eventos de ca\u00edda de rocas mediante la instalaci\u00f3n de malla de alta resistencia SteelGrid\u00ae<\/b>.<\/p>\n

    Este sistema compuesto es sujetado en la parte superior de los taludes con pernos de anclaje y es reforzado en algunos sectores adicionales seg\u00fan el an\u00e1lisis de campo. SteelGrid\u00ae<\/b> es un sistema integral, eficiente y eficaz para trabajos de mitigaci\u00f3n de desprendimientos de rocas y estabilizaci\u00f3n de taludes.<\/p>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>

    Used Products<\/h2>
    \"MacArmour\u00ae<\/div>
    MacArmour\u00ae & SteelGrid\u00ae<\/h6>MacArmour\u00ae 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>Visualizar\n \n <\/a>
    star<\/span><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div>","protected":false},"excerpt":{"rendered":"

    Se realizaron trabajos de desquinche y enmallado para evitar la ca\u00edda de rocas hacia los niveles inferiores, asegurando los taludes superio<\/p>\n","protected":false},"featured_media":0,"parent":0,"menu_order":0,"template":"","stories-category":[],"stories-tag":[],"class_list":["post-106393","stories","type-stories","status-publish","hentry"],"acf":{"products":[106219],"applications":null,"solutions":null,"sectors":[104762]},"yoast_head":"\nDesquinche y Enmallado Fase 08 Norte Antamina - Maccaferri Per\u00f9<\/title>\n<meta name=\"description\" content=\"Explora nuestras historias de \u00e9xito: Desquinche y Enmallado Fase 08 Norte Antamina. 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