CEMENTOS PERUANOS MARCA SOL
TIPO I
PESO ESPECIFICO 3.11
SUPERFICIE ESPECÍFICA(ca 2 /gr.) /gr.) 3500
ATLAS ATLAS
IP
2.97
5000
ANDINO
I
3.12
3300
ANDINO
II
3.17
3300
ANDINO
V
3.15
3300
PACASMAYO
I
3.11
3100
YURA
IP
3.06
3600
YURA
IPM
3.09
3500
RUMI IPM FUENTE : Di!"# $! M!%&'( )
5.
… 3800 ENRI*UE RIVVA LOPE+.
PASOS EN EN EL EL DISEÑO DE DE LA LA MEZCLA 5.1.
SECUENCIA DE DISEÑO
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5.2.
RECOMENDACIÓN ESPECIAL
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.
CALCULO DE LA RESISTENCIA PROMEDIO
1.
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RESISTENCIA A LA COMPRESIÓN PROMEDIO Ta!"a .2.1. F #c MENOS DE 210
F #cr F H & 70
210 A 350
F H & 8?
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SELECCIÓN DEL TAMAÑO M%&IMO NOMINAL DEL A'RE'ADO 'RUESO $.1. 1.
DEFINICIONES L( N#( ITINTEC ?00.037 $!i! (' /(("# >i#J &## (-!' -!
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TALA $.1..
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3.
SELECCIÓN DEL ASENTAMIENTO 3.1. 1.
CRITERIOS %SICOS L( &#i/!&i( ! (-''( #i!$($ $!' &#&!/# # !$-!&i$# -! $!i! !'
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M!%&'( !&( (-!''( &-# (!/(i!/# !/( !/! 0 $# -',($( B0 (
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3.2.
SELECCIÓN DEL ASENTAMIENTO
S! #$ -/i'i%( ! #( &#&!/# &# ' (!/(i!/# $i!!/! $! '# i$i&($# i!! -! ! &-!/! &# (-/#i%(&i4 !&i/( $! '( i!&&i4.
TALA 3.2.
ASENTAMIENTOS
TIPO DE CONSTRUCCIÓN MA&IMO +((/( -# $! &i!/(&i4 (($# 3K Ci!/(&i#! i'! &(=#! -!/-&/-( $! -# 3K Vi,( -# (($# ?K C#'-( $! !$ii&i# ?K L#( (i!/# 3K C#&!/# &i&'4!# 2K FUENTE : Di!"# $! M!%&'( ) ENRI*UE RIVVA LOPE+.
4.
MINIMO 1K 1K 1K 1K 1K 1K
SELECCIÓN DEL OLUMEN UNITARIO DE A'UA 4.1.
CONSIDERACIONES 'ENERALES
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4.2. 1.
CRITERIOS DE LA SELECCIÓN L( /('( 9.2.1. Q( i$# !(($( ! (! ( '( !&#!$(&i#! $!' &#i/ 211 $!'
ACI. E''( !i/! !'!&&i#( !' #'-! -i/(i# $! (,-( (( (,!,($# (' !/($# !&# ! &#&!/# !(($# &# i (i! i&##($# /!i!$# &## (&/#! ( ! &#i$!($# '( &#i/!&i( -! ! $!!( (( '( !%&'( !' /(("# >i# #i(' $!' (,!,($# ,-!# !'!&&i#($#. 2.
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4.. 1.
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&!!/# V#'-! -i/(i# $! (,-(. E' i!# $! !''# $! /(/( $! i=( '( &(/i$($ $! (,-( ( ! ("($i$( ( '( !%&'( # (&# $! &!!/# (( #/!! -( !i/!&i( $!/!i($(. E' !,-$# &#&!/# ! !i!! ( '( &(/i$($ $! (,-( $! '( !%&'( # -i$($ &@i&( $! &#&!/#. 2.
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TALA 4.2.1. A!/(i!/#
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16.
SELECCIÓN DEL CONTENIDO DE AIRE 16.1.
CONSIDERACIONES 'ENERALES
1.
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E '# &#&!/# i!! <( - !-!"# #&!/(=! $! (i! (/(($# !' &-('
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16.2.
SELECCION DE CONTENIDO DE AIRE ATRAPADO
L( /('( 10.2. D( !' #&!/(=! (#>i($# $! (i! (/(($# ! !%&'( i (i! i&##($# (( $i!!/! /(("# >i# #i('! $! (,!,($# ,-!# ($!&-($(!/! ,($-($# $!/# $! '# !-ii/# $! '( N#( ITINTEC ?00.037 ASTM C 33.
TALA 16.2. CONTENIDO DE AIRE ATRAPADO Ta*a+, M-*, N,*0a" 38K 12K 3?K 1K
Ar7 A8ra9a:, 3.0 2.5 2.0 1.5
1 12K 1.0 2K 0.5 3K 0.3 6K 0.2 FUENTE : Di!"# $! M!%&'( ) ENRI*UE RIVVA LOPE+.
11. SELECCIÓN DE LA RELACION A'UA;CEMENTO POR RESISTENCIA 11.1.
CRITERIOS ASICOS
1.
D!$! -! '( (#;( $! '( #i!$($! $!!('! ! !' &#&!/# !$-!&i$#
$!!$! $! '( &('i$($ $! '( (/( #$-&/# i(' $!' #&!# $!
L( !'(&i4 (,-()&!!/# !-!i$( # -( !%&'( $! &#&!/# ! -&i4 $! '(
!i/!&i( $-(i'i$($ !-ii/# $! (&(($# $!' i#. 3.
L( !'(&i4 (,-()&!!/# $! $i!"# -! ! !' ('# ( ! !'!&&i#($# $! '(
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11.2.
CRITERIOS EN LA SELECCIÓN
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TAGLA 11.2. FH &
R!'(&i4 (,-()&!!/# $! $i!"# ! !#
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12.
CALCULO DEL CONTENIDO DEL CEMENTO 12.1. 1.
PROCEDIMIENTO DE C%LCULO Si '( !!&ii&(&i#! $! #( i$i&( - &#/!i$# ;i# $! &!!/# ($!
$! (-!' -! -!$! <(! i$# !'!&&i#($# ( (/i $! '# !-ii/# $! $-(i'i$($ # !i/!&i( $!! !'!,i! (-!' $! '# &i/!i# -! $ !' (# &#/!i$# $! &!!/#. 2.
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1.
SELECCIÓN DEL A'RE'ADO 1.1. 1.
CONCEPTOS 'ENERALES L( !'!&&i4 $! '( ##&i#! $! '# (,!,($# i# ,-!# ! '( -i$($
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