{"id":41404,"date":"2020-09-23T10:15:41","date_gmt":"2020-09-22T22:15:41","guid":{"rendered":"https:\/\/www.loadscan.com\/factores-de-compactacion-intl\/"},"modified":"2026-08-25T09:11:40","modified_gmt":"2026-08-24T21:11:40","slug":"factores-de-compactacion-intl","status":"publish","type":"page","link":"https:\/\/www.loadscan.com\/es\/factores-de-compactacion-intl\/","title":{"rendered":"Factores de compactaci\u00f3n INTL"},"content":{"rendered":"

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Unos factores de abultamiento y compactaci\u00f3n imprecisos pueden a\u00f1adir costes significativos a los proyectos.<\/span><\/strong><\/h1>\n<\/div>
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Las tablas de factores de volumen de relleno y compactaci\u00f3n que se usan habitualmente ofrecen estimaciones gen\u00e9ricas y no reflejan necesariamente el estado real del material que se est\u00e1 excavando. Unos factores mal calculados o mal interpretados pueden suponer un gasto extra considerable para un proyecto debido a imprecisiones en la medici\u00f3n del material. Un metro c\u00fabico extra\u00eddo de la cantera no equivale a un metro c\u00fabico vertido, ni a un metro c\u00fabico compactado. <\/span><\/h5>\n
La excavaci\u00f3n aumenta el volumen del material, por lo que el material extra\u00eddo se expande al descargarlo en la caja del cami\u00f3n, en la obra o al apilarlo. Por el contrario, el material suele encogerse al compactarse. Sin unos factores precisos que determinen el volumen exacto de material que hay que cargar en los camiones para cumplir con los vol\u00famenes compactados estipulados en el contrato, los vol\u00famenes suministrados pueden ser incorrectos y la capacidad de los camiones no se aprovechar\u00e1 al m\u00e1ximo.
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Tabla t\u00edpica de factores de abultamiento y compactaci\u00f3n<\/span><\/h4>\n<\/div>\n
\n\n\n\n\n\n\n\n\n
Material<\/th>\nFactores de expansi\u00f3n t\u00edpicos<\/th>\nFactores de compactaci\u00f3n t\u00edpicos<\/th>\n<\/tr>\n<\/thead>\n
Clay<\/span><\/td>\n1,3<\/span><\/td>\n0,8<\/span><\/td>\n<\/tr>\n
Suelo<\/span><\/td>\n1,25<\/span><\/td>\n0,9<\/span><\/td>\n<\/tr>\n
Arena y grava<\/span><\/td>\n1,12<\/span><\/td>\n0,88<\/span><\/td>\n<\/tr>\n
Roca (dinamitada)<\/span><\/td>\n1,5<\/span><\/td>\n1,3<\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n\n
\n\n\n\n\n\n\n\n\n
Material<\/th>\nT\u00edpico
\n Aumento de volumen
\n Factores<\/th>\n		T\u00edpico
\n Compactaci\u00f3n
\n Factores<\/th>\n<\/tr>\n<\/thead>\n
Clay<\/span><\/td>\n1,3<\/span><\/td>\n0,8<\/span><\/td>\n<\/tr>\n
Suelo<\/span><\/td>\n1,25<\/span><\/td>\n0,9<\/span><\/td>\n<\/tr>\n
Arena
\n e y grava<\/span><\/td>\n		1,12<\/span><\/td>\n0,88<\/span><\/td>\n<\/tr>\n
Rock
\n(\u00a1maldita sea!)<\/span><\/td>\n		1,5<\/span><\/td>\n1,3<\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n
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Las tablas de factores de abultamiento y compactaci\u00f3n son s\u00f3lo estimaciones gen\u00e9ricas y potencialmente tienen un alto \u00edndice de error.<\/em><\/span><\/p>\n<\/div><\/div><\/div>

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\"Factores<\/a><\/span><\/div><\/div><\/div><\/div>
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Ejemplo de conversi\u00f3n de factores<\/h3>\n
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\u21d2 1m\u00b3 de tierra seca (bancalizada)<\/h4>\n

@1,25 factor de volumen de expansi\u00f3n
\n<\/strong>\u21d2 se expande hasta 1,25 m\u00b3 (a granel)<\/h4>\n

@factor de compactaci\u00f3n de 0,9
\n<\/strong>\u21d2 queda en 0,9 m\u00b3 (compactado)<\/h4>\n<\/div><\/div><\/div>
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LA SOLUCI\u00d3N…<\/span><\/strong><\/h1>\n

El escaneado autom\u00e1tico de cada carga de cami\u00f3n con un esc\u00e1ner de volumen de carga Loadscan proporciona una imagen precisa de la cantidad exacta de material que se ha cargado.<\/span><\/h4>\n

Se acabaron las conjeturas y el tener que a\u00f1adir material por si acaso. Se optimiza la capacidad de los camiones (es decir, se necesitan menos viajes) y se pueden cumplir los vol\u00famenes del contrato sin salirse del presupuesto. <\/span><\/h4>\n<\/div>
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Rellena el siguiente formulario para obtener m\u00e1s informaci\u00f3n sobre c\u00f3mo tu operaci\u00f3n puede beneficiarse del Escaneado de Volumen de Carga…<\/b><\/span><\/h3>\n<\/div><\/div><\/div>
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[contact-form-7 id=\u00bb16827″ title=\u00bbFactores de compactaci\u00f3n a granel Consulta Aterrizaje\u00bb]<\/p>\n<\/div>

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