Peso Especifico del Cemento .doc

¨Tecnología de Hormigón II ¨ Peso Especifco Cemento

Puntaje Asignado Total:

Puntaje Obtenido

!ota "inal

NOMBRE DE ALUMNO QUE RECIBE LA NOTA Gonzalo Antipan

RUT 17.738.221-3

Calo! A!t"#illo

1$.3$2.%7$-1

Ci!tian E!ta#a

13.837.&&2-8

C'i!tian Cal#(on

1&.722.1)*-$

E#+"n#o L(al

13.%82.322-%

Al(,i! to/l(

18.*)%.%7&-3 18.*)%.%7&-3

Mao 0((z

n#i(  T(noloa  T(noloa #( 4o+i5n II

06ina 06ina 1

0ota#a  1 n#i( 2 Into#"i5n ..3 O9(ti:o! % Mao  T(5io & D(!aollo $ Conl"!i5n 11

 T(noloa #( 4o+i5n II

06ina 2

Into#"i5n

Laoatoio #( 'o+i5n; (! "na a!inat"a "#a #( (l(+(nto! tal(! o+o (+(nto; (nina; +ataz; t(+5+(to > ("la#o #( t(+p(at"a. Ta+i@n p(+it( #(t(+ina (l :ol"+(n #(l (+(nto a ta:@! #(l +ataz; #(!plazan#o la (nina oloa#a al int(io #(l +ataz. Ca( #(!taa; a 2 FLoa alanza la t(+p(at"a a+i(nt( H2*CJ F

 T(noloa #( 4o+i5n II

06ina %

Mao T(5io

0aa loa o+p(n#( (l laoatoio (aliza#o; (! n((!aio #(?ni (l :oa"laio a (+pl(a #(nto #( (!t( po(!o; !"! #(?niion(! oi(ntan a lo! a! :i!l"+a la! p("nta! (n (!t( (n!a>o !( "tilizo $% . #( (+(nto ,osifcación : i+plia (!tal(( la! popoion(! apopia#a! #( lo! +at(ial(! (l :ol"+(n #(l lia (,atit"# #(( !( a :i!i5n popia. •

D(!ipion Ll(na#o #( +ataz on 0aa?na > (+(nto.

 T(noloa #( 4o+i5n II

06ina 8

•

Paso /

( into#"( (l +ataz al a=o #( a"a a t(+p(at"a a+i(nt( H2%CJ ; lo "al !( ("la on t(+5+(to ; ">a ai5n #(( (K(9a!( ta+i@n (n (l a"a ; (! #(i +ataz Spaa?na > a"a #((n (!ta ("la#a! on!tant(+(nt( on (l t(+5+(to .

D(!ipion M(#iion #(  T(+p(at"a H Mataz > a"aJ

 T(noloa #( 4o+i5n II

06ina )

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!ota Importante : La t(+p(at"a a+i(nt( (! #( 17C > 23C ; n"(!to pop5!ito iniial (a loa 2*C ; po azon(! li+6tia! (!ta "( +o#i?a a 2%C .

D(!ipion T(+p(at"a alanza#a 2%C

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•

,atos  T(+p(at"a Iniial  2$.8C T(+p(at"a Pinal  2%  C Paso 0 O!(:a a la (nta#a po (,(!o #( (+(nto. 3. Con A>"#a #( :ailla p"9a (l (+(nto paa a la :(z ot(n( n"(!to :ol"+(n 2 .

D(!ipion  0a!o & > 0a!o $     

,atos

:

ol"+(n 2  22 +3  T(+p(at"a Iniial +ataz  28.7  T(+p(at"a Pinal +ataz (n a"a  2%C  T(+p(at"a A"a  2%C

D(!ipion ol"+(n 2 H 22+3J  T(noloa #( 4o+i5n II

06ina 12

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,atos $enerales   

ol"+(n 1  *.1 +3 ol"+(n 2  22 +3  T(+p(at"a G(n(al  2% C

Aplia+o! la o+"la +(niona#a iniial+(nt( ; po (n#( n"(!to p(!o (!p(i?o (! 

Peso Especifco del Cemento

0(!o E!p(i?o #(l C(+(nto (!  .34 $ramos 5 cm/

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R(!"+(n #( #ato! ot(ni#o! 

 T(noloa #( 4o+i5n II

06ina 13

6rea de Construcción 7 8aboratorio de Hormigones7 D(t(+inai5n #(l 0(!o E!p(i?o R(lati:o #(l (+(nto

En!a>o No+a C'il(na

NC'1&% o $)

P('a

18*31&

N En!a>o

1 %ateriales Coi(nt( on a(a#o Tipo A (n NC'1%8 o  $8

 Tipo #( C(+(nto

B(nina Li