{"id":14404,"date":"2024-09-02T11:52:27","date_gmt":"2024-09-02T11:52:27","guid":{"rendered":"https:\/\/ruregold.mediaengine.it\/it\/la-tecnologa-hpfrc-de-micro-gold-steel-para-el-refuerzo-estructural-de-pilares-vigas-nudos-viga-pilar-y-capas-de-compresin-de-forjados-existentes\/"},"modified":"2024-09-02T11:52:35","modified_gmt":"2024-09-02T11:52:35","slug":"la-tecnologa-hpfrc-de-micro-gold-steel-para-el-refuerzo-estructural-de-pilares-vigas-nudos-viga-pilar-y-capas-de-compresin-de-forjados-existentes","status":"publish","type":"post","link":"https:\/\/ruregold.mediaengine.it\/es\/la-tecnologa-hpfrc-de-micro-gold-steel-para-el-refuerzo-estructural-de-pilares-vigas-nudos-viga-pilar-y-capas-de-compresin-de-forjados-existentes\/","title":{"rendered":"La tecnología HPFRC de Micro Gold Steel para el refuerzo estructural de pilares, vigas, nudos viga-pilar y capas de compresión de forjados existentes"},"content":{"rendered":"\t\t
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Descubre las características técnicas<\/strong> del compuesto, los productos, los campos de aplicación<\/strong>, las ventajas<\/strong> y la normativa de referencia<\/strong><\/h3>\n\t\t\t\t\t\t\t\t<\/div>\n\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
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\n\t\t\t\t\t\n\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t\tDescargar el folleto<\/span>\n\t\t\t\t\t<\/span>\n\t\t\t\t\t<\/a>\n\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t
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Pilares de hormigón armado<\/strong><\/h3>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n
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El empleo de hormigones HPFRC<\/a><\/span><\/strong> de alta prestación y reforzados con fibras permite la reducción de los espesores de la camisa de material con la que se engrosa el pilar inicial<\/strong>, obteniendo de esta manera una eficaz reducción de las armaduras<\/strong> y asegurando prestaciones significativamente más elevadas<\/strong> al elemento reforzado.<\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t

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Vigas – refuerzo a flexión y cortante<\/strong><\/h3>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n
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Podría ser necesario el refuerzo a flexión y cortante de vigas de hormigón armado existentes en las cuales la intervención, de manera similar a lo que ocurre en las intervenciones de aumento de la sección de pilares y paneles de nudo, no es suficiente mediante el empleo de refuerzos estructurales como FRCM<\/span><\/a> y FRP<\/span><\/a><\/b>.<\/p>\n

En estos casos será necesario el incremento de la sección inicial<\/b> gracias al empleo del microhormigón Ruregold<\/b>, adecuado para sustituir o integrar las armaduras a flexión y cortante de las que carece la sección original.<\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t

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Panel de nudo viga-pilar<\/strong><\/h3>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n
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El refuerzo de los paneles de nudo viga-pilar constituye una aplicación interesante para el incremento de la capacidad de las zonas disipadoras de bastidores de hormigón armado<\/b>.<\/p>\n

Este tipo de intervención podría resultar particularmente útil en correspondencia con el tramo de panel de nudo no confinado<\/b>, efectuando una colada con un microhormigón Micro Gold Steel<\/a><\/span><\/b>.<\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t

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Refuerzo del trasdós (superficie superior) de forjados existentes<\/strong><\/h3>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n
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El empleo de microhormigones Ruregold de altas prestaciones y alta resistencia residual a tracción en el trasdós (superficie superior)<\/b> de capas de compresión es importante en el caso de entramados de plano con luces complicadas y en continuidad sobre varios apoyos<\/b>.<\/p>\n

En estos casos, la presencia de un material que permite trabajar en bajo espesor (solamente 2 cm) <\/b>y la oportunidad de poseer resistencias residuales a tracción en zona tensa en el trasdós (superficie superior)<\/b> resulta favorable para satisfacer plenamente las prestaciones de la estructura bajo carga.<\/p>\n

Otra oportunidad de empleo en el trasdós (superficie superior) de capas de compresión existentes consiste en la posibilidad de absorber altas cargas concentradas en bajos espesores<\/b>.<\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t

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Refuerzo de pilares<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t
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Refuerzo de vigas<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t
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Refuerzo del nudo viga-pilar<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t
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Refuerzo forjado<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t
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\n\t\t\t\t\t\n\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t\tDescubre las tablas proyectuales de los microhormigones reforzados con fibras HPFRC<\/span>\n\t\t\t\t\t<\/span>\n\t\t\t\t\t<\/a>\n\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t
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