calculo morteros y concretos

8/17/2019 Calculo Morteros y Concretos

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PARAMETROS BASICOS DE LOS METODOS DE DISEÑO DE MEZCLAS DE CONCRETO

a) El principio de los volumenes absolutosb) La resistencia en compresión y la relacion Aguac) La granulometria de los agregados y el Tamaño d) La trabajabilidad y su trascendencia

Dosificación en volumen

Cemento Aena Pie!a

!" ! #/! $"" %$&" #$%" '$" "$( "$&! '( ! #/! $"" %$"" %$&" $!# "$!* "$& %" ! #/! $"" $'" %$%" *$'# "$! "$&" %!( ! #/! $"" $!" $" $(" "$!( ($"" %" ! #/! $"" $"" $(" #$#! "$!" "$(


Cemento Aena Pie!a

!" # /% $"" %$" %$" '$"! "$(& "$(' '( # /% $"" %$#" %$#" $!# "$(! "$(( %" # /% $"" $*" $*" *$'# "$(% "$(# %!( # /% $"" $(" $&" $(" "$(" "$( %" # /% $"" $%" $!" #$#! "$!( "$(

PROPORCIONES "S"ALAMENTE "TILIZADAS EN CONSTR"CCIONES+Con ci,ras redondeadas)


Cemento Aena Pie!a

!" ! #/! $"" %$" %$" '$" "$( "$&!

'( # /% $"" %$#" %$#" $!# "$(! "$(( %" # /% $"" $*" $*" *$'# (%$"" "$(# %!( # /% $"" $(" $&" $(" "$(" "$( %" # /% $"" $%" $!" #$#! "$!( "$(

f#c

$%&'cm()

Slum*

$*ul&)

Tama+oMa,imo$*ul&)

CANTIDAD DE MATERIALES$sin !es*e!icio)

CEMENTO$Bolsa !e-./01&)

Aena$m2)

Pie!a$m2)

f#c$%&'cm()

Slum*$*ul&)

Tama+oMa,imo$*ul&)


CEMENTO$Bolsa !e

-./01&)

Aena$m2)

Pie!a$m2)

f#c$%&'cm()

Slum*$*ul&)

Tama+oMa,imo$*ul&)



Aena$m2)

Pie!a$m2)


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COSTO DIRECTO

MATERIALESMANO DE OBRAE3"IPOS 4 5ERRAMIENTAS

APORTE "NITARIO DE MATERIALES

DISEÑO DE MEZCLAS

PARAMETROS BASICOS DE LOS METODOS DE DISEÑO DE MEZCLAS DE CONCRETO

a) El principio de los volumenes absolutosb) La reseistencia en compresión y la relacion Agua/Cemento

c) La granulometria de los agregados y el Tamaño Maximo de la piedrad) La trabajabilidad y su trascendencia

Slum* Tama+o m6,imo !e a&e&a!o2'78 9'.8 2'-8 98 99'.8 .8 28 -8

Conceto sin Aie inco*oa!o98 a .8 %"' ** *" '* && (! #" #

Ta:la 9 /; Canti!a!es a*o,ima!as !e a&ua !e amasa!o *aa !ifeentes slum*<Tama+o M6,imo !e a&e&a!o = conteni!o !e aie/


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28 a -8 %% %& %"( *# &* !( %!>8 a ?8 %!# %% %& %"% *" ' &" -----

# %$( % $( "$( "$# "$%

Conceto con aie inco*oa!o98 a .8 '( & &" (" !% %% "'28 a -8 %"% *# ! '( &( (' ## *>8 a ?8 %& %"( *' ! '! && (! -----

@ !e Aie inco*oa!o en función !el &a!o !e e,*osiciónNomal !$( ! #$( # %$( % $( Mo!ea!a ($( ( !$( !$( ! #$( #E,tema '$( ' & & ($( ( !$( !

fc a .7 Das Relación A&ua'Cemento en *eso$ 1&'cm. )

!(" "$# -----!"" "$!% -----#(" "$!' "$#*#"" "$(! "$!(%(" "$& "$(%

%"" "$&* "$&(" "$'* "$'

Ti*o !e Estuctuas Slum*m6,imo mnimo

#. .

@ Aieata*a!o

Ta:la /. /; Relación A&ua'Cemento vs fc/ $ Ref/

Sin aieinco*oa!o

Con aieinco*oa!o

Ta:la /2 /; Asentamientos ecomen!a!os *aa !ivesos ti*os!e o:as/ $ Ref/ /9 )

apatas y muros decimentación re,or0ados$


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#. .

1igas y muros armados !. .

Columnas !. %.

Losas y pavimentos #. .

Concreto Ciclópeo %. .

2otas 3

Cimentaciones simples ycal0aduras$

) El slump puede incrementarse cuando se usan aditivos4siempre 5ue no se modi,i5ue la relación Agua/Cemento ni existasegregación ni exudación$

%) El slump puede incrementarse en . si no se usa vibrador en lacompactación$


5/51

3/%3! "$*! !%$("" $'' $%%& "$"#!* "$""#% "$"&'% "$"#**( "$""%! $" 33( $"& !%$("" '$((& %%&$(## "$"#!* "$""' "$"#*" "$"!("( "$""(" &$& 33& $%! !%$("" '$((& %'$#* "$"#!* "$""' "$""& "$"(%'" "$""'( ($'

3 /%3# "$*" !%$("" %&$##! #($*%" "$"#!* "$"!( "$"("#! "$"#%( "$""! $' 3#3% $&( !%$("" (%$&&* (!#$&' "$"#!* "$"%%*" "$%"#& "$"'"# "$""#" #$%

Dosificación en Peso$%&)

Dosificación en olumen$m2)

CANTIDAD DE$

CEMENTO$1&)

Cal$1&)

Aena$m2)

Cemento$m2)

Cal$m2)

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PROPORCIONES "S"ALMENTE "SADAS EN CONSTR"C$En cifas e!on!ea!as)

APORTE "NITARIO DE MATERIALES PARA CONCRETO SIMPLE$CEMENTO;5ORMION;A"A)

3& "$" !%$("" #"($* #!$""" "$"#(" "$##" "$"#!"" "$""&" &$& 3' "$" !%$("" #(&$'* #!$""" "$"#(" "$#%" "$"#!"" "$""" ($( 3 "$" !%$("" !"'$'(* #!$""" "$"#(" "$("" "$"#!"" "$""%"" !$** 3* "$" !%$("" !($'%* #!$""" "$"#(" "$&**" "$"#!"" "$""%%" !$(( 3" "$" !%$("" ("*$&* #!$""" "$"#(" "$" "$"#!"" "$""%!" !$* 3% "$" !%$("" &$ #!$""" "$"#(" "$%%&(" "$"#!"" "$""%'" #$&

APORTE "NITARIO DE MATERIALES PARA CONCRETO SIMPL$CEMENTO ; 5ORMION ; PIEDRA MEDIANA ; A"A)

36%(78M "$" !%$("" !"'$'(* #!$""" "$"#(" "$("" "$"#!"" "$"&'"& "$""%& #$'# "3"6#"78M "$" !%$("" ("*$&* #!$""" "$"#(" "$" "$"#!"" "$"%'! "$""#!% %$*% "

APORTE "NITARIO DE MATERIALES PARA MORTEROS$CEMENTO ; ARENA ; A"A)

3 "$%* !%$("" !($#"' "$"#!* "$"&' "$"%## "$"""!# %#$% "

3% "$!# !%$("" *"$&# "$"#!* "$"##(& "$"% "$"""&( ($% "3# "$(' !%$("" #($*%" "$"#!* "$"("#! "$"%!%# "$""" $% "3! "$'% !%$("" $%%& "$"#!* "$"&'% "$"#"&" "$"" $* 3( "$( !%$("" %%&$(## "$"#!* "$"#*" "$"#&# "$""#! '$! 3& $"" !%$("" %'$#* "$"#!* "$""& "$"!%(" "$""(' &$# 3' $! !%$("" #'$!& "$"#!* "$'!& "$"!!( "$""'* ($( 3 $%* !%$("" #&%$!(% "$"#!* "$#!%! "$"(!# "$""%"# !$*


os cac n en o u men

m2

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$1&)

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$m2)

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$m2)

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Inco*oa!o 9@ $m2)

CEMENTO

$Bolsa !e-./01&)

5O



CANTIDAD DE

CEMENTO$1&)

5ORMION$1&)

A&ua$1&)

Cemento$m2)

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PIEDRAMEDIANA

$m2)

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5O

Peso


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Aena$m2)

Cemento$m2)

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PROPORCIONES "S"ALMENTE "SADAS E$En cifas e!on!ea!as


Cemento Aena Pie!a

!" "$& ! #/! $"" %$(" #$(" !%$("" #$%&& &$!! %$#% "$"#( "$"!%* "$"&%* '( "$&" # #/! $"" %$"" %$&" !%$("" *"$&# '$'*' %$*% "$"#( "$"(&& "$"&*# %" "$!( # /% $"" %$"" %$"" !%$("" *"$&# *&$%'& ($&* "$"#( "$"#!# "$"#(* %!( "$# # /% $"" $(" $(" !%$("" &'$*&" '%$%"' #$'" "$"#( "$"%(' "$"%&* %" "$# # /% $"" $"" $(" !%$("" !($#"' '%$%"' !$& "$"#( "$"'% "$"%&*


Cemento Aena Pie!a

!" "$" # /% $"" %$" %$" !%$("" %&$( #!$'' #!$""" "$"#( "$"! "$"("# '( "$&' # /% $"" %$#" %$#" !%$("" "!$%"( "$' %$!'( "$"#( "$"#*( "$"!# %" "$( # /% $"" $*" $*" !%$("" &$"% *$! %!$&(" "$"#( "$"#%& "$"#! %!( "$( # /% $"" $(" $&" !%$("" &'$*&" ''$"% %$&'( "$"#( "$"%(' "$"%' %" "$!! # /% $"" $%" $!" !%$("" (!$#& &'$#*# $'"" "$"#( "$"%"& "$"%(

f#c$%&'cm() Relacióna'c

Slum*

$*ul&)

Tama+o

Ma,imo$*ul&)



CEMENTO$1&)

ARENA$1&)

PIEDRA$1&)

A&ua$1&)

CEMENTO$m2)

ARENA$m2)

PIEDRA$m2)

A

f#c$%&'cm()

Relacióna'c

Slum*

$*ul&)

Tama+oMa,imo$*ul&)



CEMENTO$1&)

ARENA$1&)

PIEDRA$1&)

A&ua$1&)

CEMENTO$m2)

ARENA$m2)

PIEDRA$m2)

A


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"("'""! C:2C


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Item Desci*ción !e la Pati!a "ni!a!"!""" C9M9E2T:; C:


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"!"*""# C:2C:< M%"!"*""# C:2C:< M%"!"*""# C:2C:< M%"!"*""# C:2C:< M%"!"*""# C:2C:< M%"!"*""# C:2C:< M%

"!"*""# C:2C:< M%"!"*""# C:2C:< M%"!"*""# C:2C:< M%"!"*""# C:2C:< M%"("%"" C:2C


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"("%""# C:2C


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"("!"" C:2C


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"("&""% C:2C


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"("&"%"% C:2C


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"("'""% C:2C


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"("""% C:2C


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"("*""# C:2C


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"("*"%"! C:2C


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"("""# C:2C


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"(""! C:2C


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"("#"% C:2C


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Ren!imiento Codigo 9nsumo Fnidad CA2T9=A= 2F29=A=E %($"" "("""* 89E= "$#%"" $""" %($"" !'"" CA8ATA >> "$"#%" "$"" %($"" !'""% :8E "$&!"" %$""" %($"" !'""# :B9C9AL >> "$#%"" $""" %($"" !'""! 8E:2 >> %$(&"" $""" %($"" !*""' MECLA=:M "$#%"" $""" "$"" """"! ACE9TE 8A> $&""" %$""" "$"" !'""! 8E:2 >> &$!""" $""" "$"" !*""' MECLA=:M "$""" $""" %$(" """"! ACE9TE 8A> "$%" "$%"" %$(" !'""% :8E $%"" %$""" %$(" !'""# :B9C9AL >> $%"" %$""" %$(" !'""! 8E:2 >> ($%"" $""" %$(" !*""' MECLA=:M "$&!"" $""" - """"! ACE9TE 8AE> "$"%"" "$""" - !'""% :8E "$*"" "$""" - !'""! 8E:2 >> "$!#"" "$""" - !*"# MECLA=:


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"$"" %"""" CEME2T: 8::8 &8# >M "$"'%' $""" %($"" """"! ACE9TE 8A> "$"&!" "$%"" %($"" !'""% :8E "$&!"" %$""" %($"" !'""# :B9C9AL >> "$#%"" $""" %($"" !'""! 8E:2 >> %$(&"" $""" %($"" !*"'"! 19@> %$(&"" $""" %($"" !*"'"! 19@


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%($"" !*""' MECLA=:M "$#%"" $""" %%$"" """"! ACE9TE 8A> "$'%'# %$""" %%$"" !'""! 8E:2 >> %$*"* $""" %%$"" !*"'"! 19@> "$'%'# %$""" %%$"" !'""! 8E:2 >> %$*"* $""" %%$"" !*"'"! 19@> "$"* "$#"" %%$"" !'""% :8E $"*"* #$""" %%$"" !'""# :B9C9AL >> "$'%'# %$""" %%$"" !'""! 8E:2 >> %$*"* $""" %%$"" !*"'"! 19@


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"$"" !'""%% :8E> $&""" %$""" "$"" !'"" CA8ATA >> "$&"" "$%"" "$"" !'""% :8E $&""" %$""" "$"" !'""# :B9C9AL >> "$""" $""" "$"" !'""! 8E:2 >> *$&""" %$""" "$"" !*"'"! 19@E> "$""" $""" "$"" !'""! 8E:2 >> *$&""" %$""" "$"" !*"'"! 19@> ($##"" '$**( %$"" !*" MECLA=:


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"$"" #*"("" A?FA M# "$!" "$""" "$"" !'""%% :8E> $&""" %$""" "$"" !'"" CA8ATA >> "$&"" "$%"" "$"" !'""% :8E $&""" %$""" "$"" !'""# :B9C9AL >> "$""" $""" "$"" !'""! 8E:2 >> *$&""" %$"""

"$"" !*"'"! 19@E %$!""" #$""" "$"" !'"" CA8ATA >> "$&"" "$%"" "$"" !'""% :8E $&""" %$""" "$"" !'""# :B9C9AL >> "$""" $""" "$"" !'""! 8E:2 >> *$&""" %$""" "$"" !*"'"! 19@


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"$"" !*%! J92C>E =E =:; @AL=E; +#("?)M$E$ #$&>8 >M "$""" $""" "$"" """"! ACE9TE 8A> "$&"" "$%"" "$"" !'""% :8E $&""" %$""" "$"" !'""# :B9C9AL >> "$""" $""" "$"" !'""! 8E:2 >> *$&""" %$""" "$"" !*"'"! 19@8 >M "$""" $""" "$"" """"! ACE9TE 8A> "$&"" "$%"" "$"" !'""% :8E $&""" %$""" "$"" !'""# :B9C9AL >> "$""" $""" "$"" !'""! 8E:2 >> *$&""" %$""" "$"" !*"'"! 19@8 >M "$""" $""" "$"" """"! ACE9TE 8AE8 >M "$""" $""" "$"" "("""# 89E=A2CA=A =E /% M# "$*""" "$""" "$"" "(""! A


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"$"" #*"("" A?FA M# "$"" "$""" "$"" !'""%% :8E> %$!""" #$""" "$"" !'"" CA8ATA >> "$""" "$"" "$"" !'""% :8E $&""" %$""" "$"" !'""# :B9C9AL >> "$""" $""" "$"" !'""! 8E:2 >> &$!""" $"""

"$"" !*"'"! 19@8 >M "$""" $""" "$"" """"! ACE9TE 8A %$!""" #$""" "$"" !'"" CA8ATA >> "$&"" "$%""

"$"" !'""% :8E $&""" %$""" "$"" !'""# :B9C9AL >> "$""" $""" "$"" !'""! 8E:2 >> *$&""" %$""" "$"" !*"'"! 19@8 >M "$""" $""" "$"" "("""# 89E=A2CA=A =E /% M# "$'""" "$""" "$"" "(""! A> $"""" "$""" "$"" !*""' MECLA=:M "$""" $""" %"$"" """"! ACE9TE 8A> "$""" "$%"" %"$"" !'""% :8E "$""" %$"""

%"$"" !'""# :B9C9AL >> "$!""" $""" %"$"" !'""! 8E:2 >> !$""" %$""" %"$"" !*"'"! 19@8 >M "$!""" $""" %!$"" "("""# 89E=A2CA=A =E /% M# "$*""" "$""" %!$"" "(""! A


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%!$"" #'"" >E> "$"### "$"" %!$"" !'""% :8E "$&&&' %$""" %!$"" !'""# :B9C9AL >> "$#### $"""

%!$"" !'""! 8E:2 >> %$&&&' $""" %!$"" !*"'"! 19@8 >M "$#### $""" %"$"" """"! ACE9TE 8A $%""" #$"""

%"$"" !'"" CA8ATA >> "$""" "$%"" %"$"" !'""% :8E "$""" %$""" %"$"" !'""# :B9C9AL >> "$!""" $""" %"$"" !'""! 8E:2 >> !$""" %$""" %"$"" !*"'"! 19@8 >M "$!""" $""" %"$"" """"! ACE9TE 8A> "$""" "$%"" %"$"" !'""% :8E "$""" %$""" %"$"" !'""# :B9C9AL >> "$!""" $""" %"$"" !'""! 8E:2 >> !$""" %$""" %"$"" !*"'"! 19@8 >M "$!""" $""" %"$"" """"! ACE9TE 8A $%""" #$""" %"$"" !'"" CA8ATA >> "$""" "$%"" %"$"" !'""% :8E "$""" %$"""


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%"$"" !'""# :B9C9AL >> "$!""" $""" %"$"" !'""! 8E:2 >> !$""" %$""" %"$"" !*"'"! 19@8 >M "$!""" $""" %"$"" """"! ACE9TE 8A $%""" #$""" %"$"" !'"" CA8ATA >> "$""" "$%"" %"$"" !'""% :8E "$""" %$""" %"$"" !'""# :B9C9AL >> "$!""" $""" %"$"" !'""! 8E:2 >> !$""" %$""" %"$"" !*"'"! 19@8 >M "$!""" $""" %($"" """"! ACE9TE 8A> "$"*&" "$#"" %($"" !'""% :8E "$*&"" #$"""

%($"" !'""# :B9C9AL >> "$&!"" %$""" %($"" !'""! 8E:2 >> !$&"" #$""" %($"" !*"'"! 19@8 >M "$#%"" $""" %($"" "("""# 89E=A2CA=A =E /% M# "$*""" "$""" %($"" "(""! A8 >M "$#%"" $""" %($"" """"! ACE9TE 8A


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%($"" "(""! A "$*&"" #$"""

%($"" !'"" CA8ATA >> "$"*&" "$#"" %($"" !'""% :8E "$*&"" #$""" %($"" !'""# :B9C9AL >> "$&!"" %$""" %($"" !'""! 8E:2 >> !$&"" #$""" %($"" !*"'"! 19@8 >M "$#%"" $""" "$"" """"! ACE9TE 8AE8 >M "$""" $""" %$(" "("""# 89E=A2CA=A =E /% M# "$*""" "$""" %$(" "(""! A> "$&!"" $""" %$(" !'""! 8E:2 >> '$&"" %$""" %$(" !*"'"! 19@> "$&"" "$%""


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"$"" !'""% :8E $&""" %$""" "$"" !'""# :B9C9AL >> "$""" $""" "$"" !'""! 8E:2 >> *$&""" %$""" "$"" !*"'"! 19@8 >M "$""" $"""

"$"" """"! ACE9TE 8A8 >M "$""" $""" "$"" """"! ACE9TE 8A> "$&"" "$%""

"$"" !'""% :8E $&""" %$""" "$"" !'""# :B9C9AL >> "$""" $""" "$"" !'""! 8E:2 >> *$&""" %$""" "$"" !*"'"! 19@8 >M "$""" $""" "$"" """"! ACE9TE 8A> "$&"" "$%"" "$"" !'""% :8E $&""" %$""" "$"" !'""# :B9C9AL >> "$""" $""" "$"" !'""! 8E:2 >> *$&""" %$""" "$"" !*"'"! 19@


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"$"" !*%! J92C>E =E =:; @AL=E; +#("?)M$E$ #$&>8 >M "$""" $""" "$"" """"! ACE9TE 8AEE


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"$"" !'""%% :8E> %$!""" #$""" "$"" !'"" CA8ATA >> "$%!"" "$#"" "$"" !'""% :8E %$!""" #$""" "$"" !'""# :B9C9AL >> $&""" %$""" "$"" !'""! 8E:2 >> "$!""" #$""" "$"" !*"'"! 19@8 >M "$""" $""" "$"" """"! ACE9TE 8A %$!""" #$""" "$"" !'"" CA8ATA >> "$%!"" "$#"" "$"" !'""% :8E %$!""" #$"""

"$"" !'""# :B9C9AL >> $&""" %$""" "$"" !'""! 8E:2 >> "$!""" #$""" "$"" !*"'"! 19@8 >M "$""" $""" "$"" """"! ACE9TE 8A %$!""" #$""" "$"" !'"" CA8ATA >> "$%!"" "$#"" "$"" !'""% :8E %$!""" #$""" "$"" !'""# :B9C9AL >> $&""" %$""" "$"" !'""! 8E:2 >> "$!""" #$""" "$"" !*"'"! 19@8 >M "$""" $"""


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;


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DICCIONARIO CONSOLIDADDO DE ELEMENTOS DE LA CONSTR"CCION

Elemento Elemento

" ACE9TE ! MA=E


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C:=9? 92;FM: F29 CA2T9=A= 8E> ($( "$%%!'""% :8E &$&( $&'

!'""# :B9C9AL >> #($%# '$'"!'""! 8E:2 >> #*$!% &$'!*"'"! 19@


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calculo morteros y concretos

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