Expocicion Concreto - Platea de Cimentacion

8/16/2019 Expocicion Concreto - Platea de Cimentacion

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CAPITULO

FACULTAD DE ARQUITECTURA Y URBANISMO

ESCUELA PROFESIONAL DE INGENIERÍA CIVIL

CURSO: TECNOLOGÍA DEL CONCRETO

PROFESOR: MG. TC. Ing. Carlos Monrag!n Cas"a#$a

TEMA: INFORME FINAL

INFORME PRELIMINAR SOBRE EL CONCRETOEMPLEADO

PARA LA CONSTRUCCI%N DE PLATEA DE CIMENTACI%N

Chiclayo_ Pimentel, 22 de septiembre del 2015

&. Con"$n'o

GRUPO N()

NOMBRE C%DIGO EMAIL FIRMA& DE LA CRU* DIA* DAIANA

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I. INTRODUCCIÓN........................................................................................3

II. RESUMEN..............................................................................................4

III. RECURSOS USADOS............................................................................10

IV. RESULTADOS.......................................................................................11

INFORME PRELIMINAR N°1 DE PLATEA DE CIMENTACIÓN.........................11

1. OBJETIVO GENERAL:.........................................................................11

2. UBICACIÓN:......................................................................................11

INFORME PRELIMINAR DE N°2 DE UNA PLATEA DE CIMENTACIÓN.............12

ENSAYO Nº 01 GRANULOMETRIA...........................................................12

E!"#$% N° 02 CONTENIDO DE &UMEDAD.............................................1'

V. CONCLUSIONES...................................................................................1(

VI. BIBLIOGRAF)A......................................................................................1*

VII. ANE+OS...............................................................................................20


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I. INTRODUCCIÓN

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II. RESULTADOS

0. INFORME PRELIMINAR N?& DE PLATEA DE

CIMENTACI%N1. OBJETIVO GENERAL:

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3. ENSAYOS REALIADOS


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4. PROCEDIMIENTO

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100

268

100=2.68


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I. CUADRO DE RESULTADOS:

II. CURV

A

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100

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100

804.08

100

=8.04


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CAPITULO

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kg/m3

antidad de aire

aproximado = 2!


41/64

R;!77!-% ,

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42/64

CX X 4KK.

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455.6 kg


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Es"'>a-'!n $l -on"$n'o $ agr$gao gr$so.

"#$# x #= %&35' kg/m3 x 0.() m3 = 6!.1 kg

T##%


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4

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4

Agregado -rueso 3.(! umedad = %.03( x '(,.%

kg = !00.4 kg

Agregado 1ino (.%5! umedad = %.0(%5 x ((%.'

kg = "02.5 kg

C%% / #=# #6"%675# !% %# 8#- 5/ #=# 5 @,/#5% 56

5#


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A>%# " / "-# / #?"- #/ 8"% 5/ #=# " >#6# "-7#5%

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4

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).0 R$sl"aos oK"$n'os -on $l $s-l$r!>$"ro -o>/r$s'!n s'>/l$.

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21 3( 3*1 41 3 3' 3*0 3 422( 3* 410 42 3 3* 41* 3 43


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PROMEDIO RESISTENCIAS NO CURADO PROMEDIO RESISTENCIASCILINDRO ESCLEROMETR COMPRESIO R ESCLEROMETR COMPRESIO R

3 31 31 3' 2( 30 3' 32 33 3( 30 32 3'

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57,-# 7!;%/,# # -%5%" 5"-,-7;%" $ !% 5"-,-7;% #" 5#

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DISE^O DE MECLA PARA UNA PLATEA DE CIMENTACIÓN

4. E!"#$% N° 02 CONTENIDO DE &UMEDAD

N.T.P. )).&34

CLCULOS:AGREGADO FINO:

Ar$na

1. P"% 5 /# "-#.

>5#

K00

2. P"% 5 /# "-# ",# 4*(.(

TECNOLOG)A DEL CONCRETO _ GRUPO Nº3 P=7!# K1


56/64


3

3. C%!-. &5#50.234

K4. P%57%

Contenidode humedad ( )= peso humedo− pesoseco

peso seco ∗100

Contenidode humedad ( )=500 gr .−498.83 gr .

498.83 gr . ∗100

Contenidode humedad=0.23

AGREGADO GRUESO:

PIEDRA

1. P"% 5 /# "-#.

>5#

K00

2. P"% 5 /# "-# ",# 4**.'3. C%!-. &5#5 0.04. P%57%

Contenidode humedad ( )= peso humedo− pesoseco

peso seco ∗100

Contenidode humedad ( )=500 gr .−499.7gr .

499.7 gr . ∗100

Contenidode humedad=0.06



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K.CONCLUSIONES• E/ -%5% 5 #!/7"7" =#!/%-7,% ,!7,% " $ ,7/

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5!-% 5 /%" /7-" 87"76/" "-#6/,75%" 8% /# NTP

%6-!7!5% ,%% "/-#5% 2.( 5 H!@#.• E/ 95/% 5 H!@# 5 !"-% #==#5% ="% " 5

(.0(.



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.BIBLIOGRAF)A

S8##-#" 5 -,!%/%=# 5/ ,%!,-% A6#!-% C#"-7//% F/#;7%. T,!%/%=# 5/ C%!,-%. E57-%7#/ S#! M#,%".

L7# ` P. N;7// A.M. $ B%%" J.J. T,!%/%=# 5/ C%!,-%. E57-%7#/ T7//#".

M@ 5 G@!. aaa.#"%,-%.%=.,%



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'.ANE+OS

• P/#!%" 67,#,79! 5 /# %6#• F%-%" 5 /# %6#• P/#!% "-,-#/ 5 /# 8/#-# 5 ,7!-#,79!• F%-%" 5/ E!"#$% N°1 $ E!"#$% N°2

FOTOS DE LA OBRA

TECNOLOG)A DEL CONCRETO _ GRUPO Nº3 P=7!# KK


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TECNOLOG)A DEL CONCRETO _ GRUPO Nº3 P=7!# K


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TECNOLOG)A DEL CONCRETO _ GRUPO Nº3 P=7!# K'


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TECNOLOG)A DEL CONCRETO _ GRUPO Nº3 P=7!# K(


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TECNOLOG)A DEL CONCRETO _ GRUPO Nº3 P=7!# K*


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