trabajo-de-construcciones-II.docx
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INDICE
INTRODUCCIÓN ……………………………………………………………………............................... Pág.
OBJETIVOS ………………………………………………………………………………………….. Pág
MARCO TEORICO ………………………………………………………………………………………….. Pág
RESULTADOS DE LA INVESTIGACIÓN…………………………………………………………………………………………...Pág. 4
CONCLUSIONES …………………………………………………………………………………………..Pág. 16
RECOMENDACIONES ………………………………………………………………………………………….. Pá17
BIBLIOGRAFIA …………………………………………………………………………………………...Pá1
INTRODUCCIÓN
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El tema de los sub cimientos pudimos obtener de lapágina
http://www.slideshare.net/ricardozambrano/fundamentos-concreto-armado , la cual en ella nos habla acerca de los fundamentos del concreto armado yel control de mezcla en obra.
El tema de los cimientos se pudo obtener de una páginahttp://catarina.udlap.mx/u_dl_a/tales/documentos/lic/ramirez_c_jc/capitulo3.pdf , la cual nos detalla el concepto y la clasi cación de las zapatas, la cual sonimportantes en el proceso constructivo, ya que se encargan de transmitir la cargatotal de columnas, pilares o muro.
El tema de los sobre cimientos lo obtuvimos de la páginahttp://www.ingenierocivilinfo.com/20 0/02/sobrecimientos-de-h-c.html , elcual nos detalla lo necesario respecto a los sobrecimientos.
Asimismo los temas de las zapatas también lo pudimos obtener de la páginahttp://www.elconstructorcivil.com/20 /02/zapatas-para-columnas-diseno-!.html " que también nos habla acerca de la tipolog a de las zapatas para columnasindividuales.
El tema de las columnas se obtuvo de la páginahttp://civilgee#s.com/200$/ 2/2$/predimensionado-de-columnas/ , la cual nosda a conocer el pre dimensionamiento de las columnas.
MARCOTEORICO
http://www.slideshare.net/ricardozambrano/fundamentos-concreto-armadohttp://www.slideshare.net/ricardozambrano/fundamentos-concreto-armadohttp://catarina.udlap.mx/u_dl_a/tales/documentos/lic/ramirez_c_jc/capitulo3.pdfhttp://catarina.udlap.mx/u_dl_a/tales/documentos/lic/ramirez_c_jc/capitulo3.pdfhttp://www.ingenierocivilinfo.com/2010/02/sobrecimientos-de-h-c.htmlhttp://www.elconstructorcivil.com/2011/02/zapatas-para-columnas-diseno-y.htmlhttp://www.elconstructorcivil.com/2011/02/zapatas-para-columnas-diseno-y.htmlhttp://civilgeeks.com/2009/12/29/predimensionado-de-columnas/http://catarina.udlap.mx/u_dl_a/tales/documentos/lic/ramirez_c_jc/capitulo3.pdfhttp://catarina.udlap.mx/u_dl_a/tales/documentos/lic/ramirez_c_jc/capitulo3.pdfhttp://www.ingenierocivilinfo.com/2010/02/sobrecimientos-de-h-c.htmlhttp://www.elconstructorcivil.com/2011/02/zapatas-para-columnas-diseno-y.htmlhttp://www.elconstructorcivil.com/2011/02/zapatas-para-columnas-diseno-y.htmlhttp://civilgeeks.com/2009/12/29/predimensionado-de-columnas/http://www.slideshare.net/ricardozambrano/fundamentos-concreto-armadohttp://www.slideshare.net/ricardozambrano/fundamentos-concreto-armadohttp://www.slideshare.net/ricardozambrano/fundamentos-concreto-armadohttp://www.slideshare.net/ricardozambrano/fundamentos-concreto-armado
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Sob%ecimiento !e 1o%mi n Cic #eo
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RECOMENDACIONES
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