{"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":"solucoes-de-qualidade-para-silos-de-cimento-para-clinquer","status":"publish","type":"post","link":"https:\/\/www.darko-tech.com\/pt\/resolucao-de-problemas-de-qualidade-em-silos-de-cimento-para-linhas-de-producao-de-clinquer\/","title":{"rendered":"Como resolver o problema de qualidade do silo de cimento na linha de produ\u00e7\u00e3o de cl\u00ednquer de cimento"},"content":{"rendered":"
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\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\"S\u00e9rie\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
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1\u3001Vis\u00e3o geral do projeto<\/span><\/h2>

O silo de cimento<\/a> para uma linha de produ\u00e7\u00e3o de cl\u00ednquer entrou em funcionamento em 2007. \u00c9 uma estrutura circular de bet\u00e3o armado com uma altura de 61,81 m e um di\u00e2metro interior de 22,5 m. A parede do silo tem uma espessura de 380 mm e \u00e9 refor\u00e7ada com barras de a\u00e7o sem pr\u00e9-esfor\u00e7o. A resist\u00eancia do bet\u00e3o foi concebida para ser C30.<\/p>

Ap\u00f3s a entrada em funcionamento do silo, as inspec\u00e7\u00f5es detectaram m\u00faltiplas fissuras verticais e circunferenciais na sua superf\u00edcie exterior. Estas fissuras apareceram principalmente entre as cotas +14,166 m e +50 m. Algumas fissuras excediam 0,2 mm de largura, violando as especifica\u00e7\u00f5es. Os inspectores encontraram tamb\u00e9m zonas ocas e bet\u00e3o descascado na parede do silo. Consequentemente, o propriet\u00e1rio exigiu um refor\u00e7o t\u00e9cnico da parede do silo. silo de cimento<\/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\u00e1lise da causa do acidente<\/span><\/h2>

Ao descobrir as fissuras, o propriet\u00e1rio encomendou a uma ag\u00eancia de testes uma avalia\u00e7\u00e3o da resist\u00eancia do bet\u00e3o, do refor\u00e7o e das fissuras da parede do silo. Os ensaios mostraram que a resist\u00eancia do bet\u00e3o cumpria, em geral, os requisitos do projeto. No entanto, a armadura anular de +14,166 m a +50,000 m n\u00e3o cumpria, na sua maioria, as especifica\u00e7\u00f5es. As larguras das fissuras entre +23,5 m e +34,2 m tamb\u00e9m n\u00e3o cumpriam os requisitos.<\/p>

A inspe\u00e7\u00e3o revelou que as fissuras verticais resultaram de efeitos de tens\u00e3o e temperatura na parede. As fissuras circunferenciais ocorreram devido a um refor\u00e7o insuficiente e a liga\u00e7\u00f5es de juntas deficientes. A equipa construiu o silo de homogeneiza\u00e7\u00e3o de mat\u00e9rias-primas utilizando um processo de cofragem deslizante. Este m\u00e9todo criou juntas de refor\u00e7o horizontais ligadas e sobrepostas. A camada protetora \u00e0 volta da armadura era demasiado fina. Isto enfraqueceu a liga\u00e7\u00e3o entre a armadura e o bet\u00e3o.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t

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3. Tratamento de refor\u00e7o\uff08Sele\u00e7\u00e3o do esquema\uff09<\/span><\/h2>

Consider\u00e1mos duas solu\u00e7\u00f5es para o refor\u00e7o do silo de homogeneiza\u00e7\u00e3o de mat\u00e9rias-primas. Uma solu\u00e7\u00e3o consiste em refor\u00e7ar a parede exterior com bet\u00e3o. A outra solu\u00e7\u00e3o aplica o pr\u00e9-esfor\u00e7o externo. Segue-se uma compara\u00e7\u00e3o dos dois m\u00e9todos.<\/p>

\u00a0<\/p>

3.1.1 Utilizar bet\u00e3o armado para aumentar a sec\u00e7\u00e3o transversal da parede do cilindro<\/span><\/h3>

Este m\u00e9todo implica a adi\u00e7\u00e3o de 200 mm de bet\u00e3o armado para aumentar a sec\u00e7\u00e3o transversal da parede do cilindro a partir da viga anelar da funda\u00e7\u00e3o at\u00e9 +50 m. Esta solu\u00e7\u00e3o exigiria a constru\u00e7\u00e3o de moldes invertidos e demoraria cerca de seis meses a ser conclu\u00edda. Uma vez que o silo funciona durante este tempo, o longo per\u00edodo de constru\u00e7\u00e3o \u00e9 um inconveniente. Al\u00e9m disso, a nova estrutura pode n\u00e3o se integrar totalmente com as barras de a\u00e7o existentes, reduzindo a efici\u00eancia do material. O custo estimado para este m\u00e9todo \u00e9 de cerca de 2 milh\u00f5es de yuan, o que o torna menos favor\u00e1vel em termos de efic\u00e1cia e custo.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t

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3.1.2 Armadura externa de pr\u00e9-esfor\u00e7o<\/span><\/h3>

As fissuras resultam principalmente de um refor\u00e7o circunferencial inadequado e de tens\u00f5es t\u00e9rmicas. Podemos colocar cord\u00f5es de a\u00e7o ao longo da superf\u00edcie exterior na dire\u00e7\u00e3o circunferencial. A aplica\u00e7\u00e3o de pr\u00e9-esfor\u00e7o externo ajudar\u00e1 o refor\u00e7o circunferencial interno e os cord\u00f5es externos a trabalharem em conjunto.<\/p>

Uma vez que o silo est\u00e1 atualmente a ser utilizado, este m\u00e9todo pode refor\u00e7ar eficazmente a estrutura e potencialmente colmatar algumas fissuras. O custo estimado para este projeto \u00e9 de cerca de 1 milh\u00e3o de yuan.<\/p>

\u00a0<\/p>

Conclus\u00e3o<\/span><\/h3>

Considerando a efic\u00e1cia da armadura, o custo e as condi\u00e7\u00f5es do local, determin\u00e1mos que o m\u00e9todo de pr\u00e9-esfor\u00e7o externo \u00e9 a solu\u00e7\u00e3o mais razo\u00e1vel e 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\/pt\/resolucao-de-problemas-de-qualidade-em-silos-de-cimento-para-linhas-de-producao-de-clinquer\/\" \/>\n<meta property=\"og:locale\" content=\"pt_PT\" \/>\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\/pt\/resolucao-de-problemas-de-qualidade-em-silos-de-cimento-para-linhas-de-producao-de-clinquer\/\" \/>\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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