{"id":1221,"date":"2024-07-08T12:07:08","date_gmt":"2024-07-08T04:07:08","guid":{"rendered":"https:\/\/www.darko-tech.com\/?p=1221"},"modified":"2024-11-01T14:06:28","modified_gmt":"2024-11-01T06:06:28","slug":"silo-de-cemento-soluciones-de-calidad-para-clinker","status":"publish","type":"post","link":"https:\/\/www.darko-tech.com\/es\/solucion-de-problemas-de-calidad-en-silos-de-cemento-para-lineas-de-produccion-de-clinker\/","title":{"rendered":"C\u00f3mo resolver el problema de calidad del silo de cemento en la l\u00ednea de producci\u00f3n de cl\u00ednker de cemento"},"content":{"rendered":"
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1\u3001Descripci\u00f3n general del proyecto<\/span><\/h2>

En silo de cemento<\/a> para una l\u00ednea de producci\u00f3n de cl\u00ednker empez\u00f3 a funcionar en 2007. Presenta una estructura circular de hormig\u00f3n armado con una altura de 61,81 m y un di\u00e1metro interior de 22,5 m. La pared del silo tiene 380 mm de espesor y est\u00e1 reforzada con barras de acero no pretensado. La resistencia del hormig\u00f3n es C30.<\/p>

Tras la puesta en marcha del silo, las inspecciones detectaron m\u00faltiples grietas verticales y circunferenciales en su superficie exterior. Estas grietas aparecieron principalmente entre las cotas +14,166 m y +50 m. Algunas grietas superaban los 0,2 mm de anchura, lo que infring\u00eda las especificaciones. Los inspectores tambi\u00e9n encontraron zonas huecas y hormig\u00f3n descascarillado en la pared del silo. En consecuencia, el propietario exigi\u00f3 refuerzo t\u00e9cnico para el silo de cemento<\/a>.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t

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2. An\u00e1lisis de la causa del accidente<\/span><\/h2>

Al descubrir las grietas, el propietario encarg\u00f3 a una agencia de pruebas que evaluara la resistencia del hormig\u00f3n, el refuerzo y las grietas del muro del silo. Las pruebas mostraron que, en general, la resistencia del hormig\u00f3n cumpl\u00eda los requisitos de dise\u00f1o. Sin embargo, la armadura anular de +14,166 m a +50,000 m no cumpl\u00eda en su mayor parte las especificaciones. La anchura de las grietas entre +23,5 m y +34,2 m tampoco cumpl\u00eda los requisitos.<\/p>

La inspecci\u00f3n revel\u00f3 que las grietas verticales se deb\u00edan a los efectos de la tensi\u00f3n y la temperatura en el muro. Las grietas circunferenciales se produjeron debido a un refuerzo insuficiente y a las malas conexiones de las juntas. El equipo construy\u00f3 el silo de homogeneizaci\u00f3n de materias primas mediante un proceso de encofrado deslizante. Con este m\u00e9todo se crearon juntas de refuerzo horizontales atadas y solapadas. La capa protectora alrededor de la armadura era demasiado fina. Esto debilit\u00f3 la uni\u00f3n entre la armadura y el hormig\u00f3n.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t

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3. Tratamiento de refuerzo\uff08Selecci\u00f3n del esquema\uff09<\/span><\/h2>

Hemos considerado dos soluciones para reforzar el silo de homogeneizaci\u00f3n de materias primas. Una soluci\u00f3n consiste en reforzar la pared exterior con hormig\u00f3n. La otra soluci\u00f3n aplica el pretensado externo. A continuaci\u00f3n se comparan ambos m\u00e9todos.<\/p>

\u00a0<\/p>

3.1.1 Utilizar hormig\u00f3n armado para aumentar la secci\u00f3n transversal de la pared del cilindro<\/span><\/h3>

Este m\u00e9todo consiste en a\u00f1adir 200 mm de hormig\u00f3n armado para aumentar la secci\u00f3n transversal de la pared del cilindro desde la viga del anillo de cimentaci\u00f3n hasta +50 m. Esta soluci\u00f3n requerir\u00eda la construcci\u00f3n de moldes invertidos y tardar\u00eda unos seis meses en completarse. Dado que el silo funciona durante este tiempo, el largo periodo de construcci\u00f3n es un inconveniente. Adem\u00e1s, es posible que la nueva estructura no se integre totalmente con las barras de acero existentes, lo que reducir\u00eda la eficiencia del material. El coste estimado de este m\u00e9todo es de unos 2 millones de yuanes, lo que lo hace menos favorable en t\u00e9rminos de eficacia y coste.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t

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3.1.2 Refuerzo externo de pretensado<\/span><\/h3>

Las grietas se producen principalmente por un refuerzo circunferencial inadecuado y por tensiones t\u00e9rmicas. Podemos colocar cordones de acero a lo largo de la superficie exterior en la direcci\u00f3n circunferencial. La aplicaci\u00f3n de pretensado externo ayudar\u00e1 a que el refuerzo circunferencial interno y los torones externos trabajen juntos.<\/p>

Dado que el silo est\u00e1 actualmente en uso, este m\u00e9todo puede reforzar eficazmente la estructura y cerrar potencialmente algunas grietas. El coste estimado del proyecto es de un mill\u00f3n de yuanes.<\/p>

\u00a0<\/p>

Conclusi\u00f3n<\/span><\/h3>

Teniendo en cuenta la eficacia del refuerzo, el coste y las condiciones del emplazamiento, determinamos que el m\u00e9todo de pretensado externo es la soluci\u00f3n m\u00e1s razonable y econ\u00f3mica para este silo.<\/p>

\u00a0<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t

\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\"\"\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<\/div>","protected":false},"excerpt":{"rendered":"

1\u3001Project Overview The cement silo for a clinker production line began operation in 2007. It features a reinforced concrete circular structure with a height of 61.81 m and an inner diameter of 22.5 m. The silo wall is 380 mm thick and reinforced with non-prestressed steel bars. The concrete strength is designed to be C30. […]<\/p>\n","protected":false},"author":1,"featured_media":2482,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[1],"tags":[109],"class_list":["post-1221","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-news","tag-cement-silo-efficient-storage"],"acf":[],"yoast_head":"\nHow to solve the quality problem of cement silo in cement clinker production line | DARKO<\/title>\n<meta name=\"description\" content=\"After the cement silo cracks, the most reasonable and economical method is to use external prestressing to reinforce the cylinder.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.darko-tech.com\/es\/solucion-de-problemas-de-calidad-en-silos-de-cemento-para-lineas-de-produccion-de-clinker\/\" \/>\n<meta property=\"og:locale\" content=\"es_ES\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"How to solve the quality problem of cement silo in cement clinker production line\" \/>\n<meta property=\"og:description\" content=\"After the cement silo cracks, the most reasonable and economical method is to use external prestressing to reinforce the cylinder.\" \/>\n<meta property=\"og:url\" content=\"https:\/\/www.darko-tech.com\/es\/solucion-de-problemas-de-calidad-en-silos-de-cemento-para-lineas-de-produccion-de-clinker\/\" \/>\n<meta property=\"og:site_name\" content=\"DARKO\" \/>\n<meta property=\"article:published_time\" content=\"2024-07-08T04:07:08+00:00\" \/>\n<meta property=\"article:modified_time\" content=\"2024-11-01T06:06:28+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/www.darko-tech.com\/wp-content\/uploads\/2024\/09\/cement-silo.png\" \/>\n\t<meta property=\"og:image:width\" content=\"1480\" \/>\n\t<meta property=\"og:image:height\" 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