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“UNIVERSIDAD NACIONAL DEL

INFORME DE PRÁCTICAS PRE-PROFESIONALES PARA OBTENER EL

GRADO ACADÉMICO DE

AUTOR:

BOLAÑOS NARCIZO IRWING LUIS

ASESOR: ING. EDGAR GUSTAVO

SPARROW ALAMO

“LABORES DE ASISTENTE DE SUPERVISOR EN LA OBRA:“MEJORAMIENTO Y RECONSTRUCCIÓN DE LA

INFRAESTRUCTURA EN LA INSTITUCIÓN EDUCATIVA Nº!"# SAN LOREN$O MÁRTIR% C&P& COSMA% DISTRITO DE

CÁCERES DEL PER'% PROVINCIA DEL SANTA-ANCASH”

NVO. CHIMBOTE-PERÚ2014

FACULTAD DE INGENIERIAE&A&P& INGENIERIA CIVIL


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[email protected]. OBRAS DE CONCRETO ARMADO

[email protected]. CONCRETO CF210 G CM2

[email protected] CONCRETO CF210 G CM2

PARA ZAPATAS

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SOBRECIMIENTO [email protected] CONCRETO CF210 G CM2

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[email protected]. ENCO RADO < DESENCO RADO

[email protected] ENCO RADO < DESENCO RADONORMAL EN ZAPATAS

[email protected] ENCO RADO < DESENCO RADONORMAL EN VIGAS DECIMENTACI N

[email protected]?.02 ENCO RADO < DESENCO RADO

NORMAL EN SOBRECIMIENTO ARMADO

[email protected]? ENCO RADO < DESENCO RADONORMAL EN COLUMNAS

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En la sección de cualquier elemento 10mm y 05 mm

En cualquier longitud de 3.00 m 06 mm

En todo lo largo 20 mm



En todo lo largo 20 mm

Costado de zapatas 24 horas

Columnas y uros 24 horas

Columnas y uros Concreto E!puesto 4" horas

Costado de #igas 4" horas

$ondo de %osas 0& d'as

$ondo de (igas 21 d'as

En #erticalidad de aristas y super)icies de columnas* placas y muros

En el alineamiento de aristas y super)icies de #igas y losas

+iempre y cuando en los planos no se especi)iquen otras cosas se tendr,nen cuenta los siguientes plazos m'nimos para el desenco)rado.

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2.2.0. REVO UES%ENLUCIDOS Y MOLDADURAS

2.2.1. TARRA EO EN MUROS INTERIORES < EKTERIORES

2.2.2. TARRA EO EN SUPER ICIE DE COLUMNAS

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