trabajo-de-construcciones-ii.docx

8/17/2019 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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OBRAS DE CONCRETO SIMPLE

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RESULTADOS


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7/17

Pa%tes B,sicas !e un Cimiento&

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8/17

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SOBRECIMIENTOS

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9/17

Sob%ecimiento !e 1o%mi n Cic #eo

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10/17


11/17

Sob%ecimiento !e 1o%mi n Cic #eo

C mo const%ui% e sob%e cimiento.

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12/17

*ALSOS PISOS

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14/17

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15/17

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