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7/24/2019 informe -construcciones FINALLd http://slidepdf.com/reader/full/informe-construcciones-finalld 1/52 INGENIERIA CIVIL – CONSTRUCCION 1  1  NUEVO CHIMBOTE-ANCASH” INDICE 1. DATOS GENERALES DEL PROYECTO …………………………………………………………..2 1.1 NOMBRE DEL EXPEDIENTE TECNICO/OBRA: ……………………………………………….3 1.2. ANTECEDENTES Y SITUACION ACTUAL: ……………………………………………….3 1.3. UBICACIÓN: ……………………………………………………………………………………………….. 4 1.. ENTIDAD/CONTRATISTA/PERSONA TECNICO: …………………………………………..... 1.!. SITUACIÓN ACTUAL DEL "REA DE PROYECTO: ………………………………………… ….. 1.#. OB$ETIVO Y %INES DEL PROYECTO:  ………………………………………………………………! 1.&. META %'SICA: ………………………………………………………………………………………………. ! 1.(. PLA)O DE E$ECUCIÓN:  …………………………………………………………………………………! 1.1*. COSTO DEL PROYECTO/OBRA: ……………………………………………………………………..#  TRABA$OS PRELIMINARES………………………………………# *.1.TRA)O Y REPLANTEO PRELIMINAR…………………….# *.2.MOVIMIENTOS DE TIERRAS…………………………………& *.2.1.CORTE SUPE%ICIAL MANUAL HASTA *.2* MT………………………………………&

Transcript of informe -construcciones FINALLd

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INDICE

1. DATOS GENERALES DEL PROYECTO

…………………………………………………………..2

1.1 NOMBRE DEL EXPEDIENTE TECNICO/OBRA:

……………………………………………….3

1.2. ANTECEDENTES Y SITUACION ACTUAL:

……………………………………………….3

1.3. UBICACIÓN:

………………………………………………………………………………………………..

4

1.. ENTIDAD/CONTRATISTA/PERSONA TECNICO:………………………………………….....

1.!. SITUACIÓN ACTUAL DEL "REA DE PROYECTO:

………………………………………… …..

1.#. OB$ETIVO Y %INES DEL PROYECTO: 

………………………………………………………………!

1.&. META %'SICA: 

……………………………………………………………………………………………….!

1.(. PLA)O DE E$ECUCIÓN: 

…………………………………………………………………………………!

1.1*. COSTO DEL PROYECTO/OBRA: 

……………………………………………………………………..#

 TRABA$OS PRELIMINARES………………………………………#

*.1.TRA)O Y REPLANTEO PRELIMINAR…………………….#

*.2.MOVIMIENTOS DE TIERRAS…………………………………&

*.2.1.CORTE SUPE%ICIAL MANUAL HASTA *.2*

MT………………………………………&

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*.2.2.EXCAVACION DE )AN$A PARA CIMIENTO EN TERRENO NORMAL

H+*.!* MT …(

*.2.3.RELLENO CON MATERIAL PROPIO……………………………1*

*.2.4.NIVELACIÓN Y COMPACTACIÓN DEL TERRENO CON E,UIPO

LIVIANO…….11

*.2..ELIMINACIÓN DE MATERIAL

EXCEDENTE………………………………………12

*.3.CONCRETO

SIMPLE………………………………………………………………………………13

*.3.1.CONCRETO 1:& CEMENTO ARENA EN

CIMIENTO………………………………………14

*.3.2.ENCO%RADO Y DESENCO%RADO PARA MURO

ENMALLADO…………………………1

*.3.3.CONCRETO CEMENTO: ARENA: PIEDRA 1:2*:12 EN MURO DE

CONCRETO….1!

*.4 .OBRAS DE CONCRETO ARMADO………………………………………1(

*.4.1 CONCRETO ARMADO………………………………………1(

*.4.2. ENCO%RADO Y DESENCO%RADO…………………………………2*

*.4.3. ACERO %0+42**/CM2…………………………………………………………….

*. AR,UITECTURA………………………………………

*..1. MUROS Y TABI,UES DE ALBAILERIA………………………………………

*..2 REVO,UES ENLUCIDOS Y MOLDURAS………………………………………

*..3.TARRA$EO PRIMARIO RAYADO5 M6789 1 :

………………………………………

*..4.TARRA$EO EN VIAS5 ME)CLA 1:………………………………………

*...CIELORRASOS……………………………………………………………………

…………

*..!.PISOS…………………………………………………………………………………

…………………

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*..#.PUERTA DE

MADERA……………………………………………………………………………...

*..&.CERRA$ERIA………………………………………………………………………

…………………

*..( APARATOS Y ACCESORIOS

SANITARIOS…………………………………………………

CONCLUSION Y

RECOMENDACION…………………………………………………………………

PANEL

%OTORA%ICO……………………………………………………………………………

……

3

ANEXOS……………………………………………………………………………………

………

1. DATOS GENERALES DEL PROYECTO/OBRA

1.1NOMBRE DEL EXPEDIENTE TECNICO/OBRA:

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Construcc!n "# $$#n"% un&%'(%r #n #( )u#*(o +o$#n 1,

"# M%r-o Nu#$o C'*ot#

1.0. ANTECEDENTES Y SITACION ACTAL:

 T;<=9>: CONSTRUCCIÓN DE VIVIENDA DE DOS PLANTAS M"S A)OTEA

I?<@>=88?:

E9 @66?<6 @>68<> 8>?<@=@65 F =@G> 8>> =? ?686

69 @>6<@> @ <86@ = ?6866 6 JJ6?5

8>?>@< 6G=@ @ K9 = 9.

E9 @>68<>5 <6@ 6 8>?<@=88?5 F > @>68<> >@ =?

@=<68<>5 6 8=6@> 9> 9?66?<> 6 <@=8?5 68>56?>?6?<> 8>?>@6 9> 6<=9 69 R6G96?<> N8>?9 6

C>?<@=88>?6 RNE.

1.3. BICACI2N:

S# u*c%n %tr%- "# un%

n$#rs"%" S%n P#"ro "# (%

&%cu(t%" "# M#"cn%

En #( Pu#*(o o$#n 1, "#

'%r-o

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0.3.

BICACI2N GEOGR45ICA

• R6G? 6>G@8 : C><

• A9<<= M6 : ( 3013.!QS

• C=6?8 H@>G@8 : R> S?<

• C@?9 @668<> 9 C= 6 CF><6 : S=@

BICACI2N POL6TICA:

REIÓN : ANCASH

PROVINCIA : SANTA

DISTRITO : NUEVO CHIMBOTE.

1.7. ENTIDAD/ CONTRATISTA: / PERSONAL TECNICO

N> 8=6?< 8>? E?<

M6<@> 6 O@: C6@ R;@67

@> <K8?8>: P@@-S68=?@

1.8. SITACI2N ACTAL DE PROYECTO OBRA

- S6 8>?< 8>? =? J>9=6< 6 6@ G@?65 =?

J>9=6< 6 F>@G?5 =? >9=6< 6 @6?5 3 99@6

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6 9@99> ?->?G5 6 <686@>? 8>? 69 G= 6 9 @6

=98 @6 !1& +1*& 2

- E< 8@G> 69 6<@> 6 >@ C6@ R@675 8>? 69 6

6?8=6?<@? 9>@?> 6? 9 >@ 3 6>?6 =? >6@@>.

1.9.OBETIO Y 5INES DEL PROYECTO:

A?7@ ?=6<@> 8>?>86?<> 8>> =<=@> ?G6?6@> 8J96

<@JK 6 <@> 6 8>5 9 J67 @ 8>?>86@ 9 =6?89 6 J =6 =66? @?@ 9 8>?<@=88>?6 6

JJ6?.

1.;.META 56SICA:

 

PRIMER NIEL:

- 1 SALA

- 1 BAOS

- 2 DORMITORIO

- 1 COMEDOR

1.,.PLA<O DE EECCI2N:

3 s#'%n%s.

I?8>: 3* 6 ?>J6@6 2*1

%?9: 1( 6 86@6 2*1

1.1= COSTO DEL PROYECTO:

14***.**

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0. ANALISIS POR PARTIDAS PRIMER NIEL

TRABAOS PRELIMINARES

=.1.TRA<O Y REPLANTEO PRELIMINAR

DESCRIPCI2N

C>@6?6 69 @69?<6> G6?6@9 6 9 8@8<6@;<8 G6>K<@8

68@< 6? 9> 9?> 8>@@6>?6?<6 996J?>9> 9 <6@@6?>5

66 6 8>?6@@6 9> 8>?<@>96 9?6<@8> 9?66?<>

9<K<@8> ?J6965 F< 9 6< ?9 6 9 >@.

PROCESO CONSTRCTIO

C>> 6 6?8>?5 6 >@<?<6 =6 6 96 6? 69 <6@@6?> 6

?6@ 68< @68 9> 66 6 9 8>?<@=88?5 66?> 9>

9?6@>5 6<9686?> @8 696 6 @66@6?8 =6 6

6?8=6?<@6? 6? .

S6 @8@ 9> 66 8>?<?=8? 6 @8@ 9 9;?6 69

?8F> 6 9 86?<8>?6 6? @>?; 8>? 9> 9?> 6

@=<68<=@ 6<@=8<=@ ( 6 ?8F> 2# 6 9@G>

S6 =<97@? @ 6<6 668<> <6>>9<> ?J695 8>@69 W?8F 6@ @ 975 8>> <6@9 69 6>. E<6 @>86> 66@

6 6@ @>> >@ 69 I?G. R66?<6 ?<6 6 667@ 9

68J8>?6 6 9 >@.

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NIDAD DE MEDIDA

S6 6 >@ 9 =? 6 M2 8>? @>8? 6 *2 6896

68@5 9 68? 6@ >@ 69 6<@> @696?<6 668=<> 8>? 9

8>?>@ 69 6<@> 6 >@

 

NORMA DE MEDICI2N Y BASES DE PAGOE9 G> 6 668<=@ 95 @68> =?<@> 69 @6==6<> >@ M2

6?<6?K?>6 =6 8F> @68> G> 8>?<<=@ 8>6?8?

8>96< @ <> 9 ?> 6 >@5 6=>5 F6@@6?<

6 8>?86<> =6 8>96<? 6< @<.

=.0.MOIMIENTOS DE TIERRAS

=.0.1.CORTE SPE5ICIAL MANAL >ASTA =.0= MT

DESCRIPCI2N

E< @< 8>?6@ 69 8>@<6 69 <6@@6?> ?<=@9 6

8>?>@ 8>? 9> 9?66?<> @?<65 688>?6

<@?J6@96 6?>?6 ?8 6? 9> 9?>... 

NIDAD DE MEDIDA

E9 6<@>5 6 @697@ 6? 9> 9;<6 =6 9> 9?> ?=6?5 >

8>> F? > >@6?> >@ 69 M6<@> 6 >@ 5 6 6@

6? 2 > @88>?6 6 9> 668<J6?<6 @697>.

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NORMA DE MEDICI2N Y BASES DE PAGO

E9 G> 6 F@ 9 @68> =?<@> 69 8>?<@<> >@ 2. E<6 @68>

6@ 9 8>6?8? <><9 >@ <> 9 9>@5 6=>

F6@@6?< 6 @6J<> ?686@> @ 8>96<@ 6<6 ;<6.

=.0.0.EXCAACION DE <ANA PARA CIMIENTO EN TERRENO

NORMAL >?=.8= MT

DESCRIPCI2N

C>@6?6 6<6 ?=6@9 9 68J8? =6 6 @697 6?<6

6=> 9G6@> > 9>@ ?=95 @ 98?7@ 9> ?J696 >@

6 86?<8? 6 9 6<@=8<=@ 69 @>68<> =6 6

6?8=6?<@? 6 8=6@> 9 9;?6 @?<6 /> 696J8>?6

?8 6? 9> 9?>5 9 6?>?6 6 9 68J8>?6

6@? <96 =6 6@<? 8>9>8@ 6? <>> = ?8F> 9@G> 6 9

6<@=8<=@ 8>@@6>?6?<65 668<=@ 8>? 8>> 9

@>=?6 ;? 6 86?<8? =6 @686? ?8

6? 9> 9?>5 6@> >@;? 6@ >8 >@ 69 6<@> 6>@5 6? 8> 6 8>?6@@9> 6<6 ?686@> @ 6G=@@ =?

86?<8? <8<>@. E? 8=9=6@ 8>5 69 I?G6?6@>

66@ @>@ 69 > 9> ?J696 6 86?<8? ?<6 6 ?8@6

9 8>9>88? 69 >@<6@>.

NIDAD DE MEDIDA

E9 6<@> 6 @697@ 6? 9> 9;<6 =6 9> P9?> ?=6?5 >

8>> F? > >@6?> >@ 69 6<@> 6 >@5 6

6?8>?@ 6? 6<@> 88> M3 > @88>?6 69 <@7>

668<J6?<6 @697>.

NORMA DE MEDICI2N Y BASES DE PAGO

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E9 G> 6 F@ 9 @68> =?<@> 69 8>?<@<> >@ 6<@> 88>

M3. E<6 @68> 6@ 9 8>6?8? <><9 >@ <> 9 9>@5

6=> F6@@6?< 6 @6J<> ?686@> @ 8>96<@

6<6 ;<6.

=.0.3.RELLENO CON MATERIAL PROPIO

DESCRIPCI2N

E< @< 8>?6@ 9 8>9>88? 6 <6@9 @>> 6

8>?>@ 8>? 9> 9?66?<> @?<65 688>?6

<@?J6@96 6?>?6 ?8 6? 9> 9?>.

 E9 6<@> 6 >@ 66@ <6?6@ = 6? 8=6?< =6 69 @>86>

6 8>8<8? 686?<6 G@?<7?> =? 8>@@68<> <@> 6

9> 6966?<> 6 86?<8? =6 =? 686?<6 8>8<8?

@66@8=<@ 6? 69 6966?<> 6<@=8<=@9.

L> @6996?> 6 >@@? 6? 8 F>@7>?<96 =86J 6 ?>

6 3* 8 6 <6@9 =69<> 6? <>> 9> ?8F> 6 9 688?<@?J6@9 > 69 8>@<6 668<=>. L >6@8>?6 6

8>8<> 6 F@? F< =6 69 <6@@9K? 6 8>8<6 ?>

6?> 69 (5 9> =69> ?> >? 8>F6J> (* >?

8>F6J> 9 6? 8>? 69 8>?<6?> <> 6

F=6.

P@ 9 6 6 696@ <6@96 @>J6?6?<6 6 9 8?<6@

@>Z @66@6?<66?<6 6 =<97@? 9 @6? 9> >

@899> 8>? =? 8>?<6?> @>> 6 2 6 @6? #

6 9> > @899 @>6?<6.

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NIDAD DE MEDIDA

E9 6<@>5 6 @697@ 6? 9> 9;<6 =6 9> 9?> ?=6?5 >

8>> F? > >@6?> >@ 69 I?68<>@ /> S=6@J>@5 6

6@ 6? 3 > @88>?6 6 9> 668<J6?<6 @697>.

NORMA DE MEDICI2N Y BASES DE PAGO

E9 G> 6 F@ 9 @68> =?<@> 69 8>?<@<> >@ 3. E<6 @68>

6@ 9 8>6?8? <><9 >@ <> 9 9>@5 6=>

F6@@6?< 6 @6J<> ?686@> @ 8>96<@ 6<6 ;<6.

[email protected] Y COMPACTACI2N DEL TERRENO CON EIPO

LIIANO

DESCRIPCI2NE< @< 8>?6@ 9 8>9>88? 6 <6@9 @>> > 6

8?<6@ A-2-45 6 8=6@> 9 66888>?6 6

8>?>@ 8>? 9> 9?66?<> @?<65 688>?6

<@?J6@96 6?>?6 ?8 6? 9> 9?>.

E9 C>?<@<< 66@ <6?6@ = 6? 8=6?< =6 69 @>86> 6

8>8<8? 686?<6 G@?<7?> =? 8>@@68<> <@> 6 9>

6966?<> 6 86?<8? =6 =? 686?<6 8>8<8?

@66@8=<@ 6? 69 6966?<>.

L> @6996?> 6 >@@? 8>? <6@9 6 @K<> =6 6

8>9>8@ 6? 8 F>@7>?<96 =86J 6 ?> 6 3* 8 6

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<6@9 =69<> 6? <>> 9> ?8F> 6 9 688? <@?J6@9 > 69

8>@<6 668<=>.

=.0.7.ELIMINACI2N DE MATERIAL EXCEDENTE

DESCRIPCI2NC>@6?6 9 69?8? 69 <6@9 6>9> 68J8?

>@ @<6 69 C>?<@<<5 6=K 6 F6@ 668<=> 9

@< 6 6>98? 68J8?5 ; 8>> 9 69?8? 6

66@8> 6 >@ =6 F=6@ 6? 69 >6?<>5 @>=8>

=@?<6 9 668=8? 6 9 8>?<@=88?.

NIDAD DE MEDIDAE9 6<@>5 6 @697@ 6? 9> 9;<6 =6 9> 9?> ?=6?5 >

8>> F? > >@6?> >@ 69 6<@> 6 >@5 6 6@ 6?

3 > @88>?6 6 9> 668<J6?<6 @697>.

NORMA DE MEDICI2N Y BASES DE PAGO

E9 G> 6 F@ 9 @68> =?<@> 69 8>?<@<> >@ 3. E<6 @68>

6@ 9 8>6?8? <><9 >@ <> 9 9>@5 6=>

F6@@6?< 6 @6J<> ?686@> @ 8>96<@ 6<6 ;<6.

=.3.CONCRETO SIMPLE

=.3.1.CONCRETO 1:; CEMENTO ARENA EN CIMIENTO

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P@ 9> 86?<> 8>@@> 6 =<97@ =? 6789 1 866?<>

6? 1* F>@G? =? 3* 6 6@ G@?6.

DESCRIPCI2N

V6?6? A 6@ 9 @<6 6 9 86?<8? =6 6 8>?<@=6 >@

6> 69 ?J69 6 @?<6 69 <6@@6?> ?<=@9 @ @68@ 9>

>@6 86?<>5 6 @J6? 6 @><688? 6 9 @<6 ?6@>@

6 9> =@>5 9> ;9 6 9 F=6 > 6 8=9=6@ ><@> G6?<6

6<6@?>.

L> 86?<> 8>@@>5 996J@? >@6 86?<> 6? <>> 9>

=@>5 6?> = 6?>?6 9 ?8 6? 9> 9?>

8>@@6>?6?<6.

PROCESO DE EECCI2N

L> >@686?<> 6@? 8>?<@=> 8>? 8>?8@6<> 96 6

94*G/82 6@6?8?> 9> J6@> <> 6 >@686?<>. D6

8=6@> = ?8F> 9<=@5 =8@9> 6? 9 9?< 6

86?<8?.

MATERIALES PARA EL CONCRETO

CEMENTO

 T>> 866?<> =@6 66 6@ 866?<> P>@<9? <> I 6

@8 8@6< 8>?>@6 9 @=6Z 66@

986?@6 ?=9@6 6 ?6@ =6 6 @><6 6? <>>

>6?<> 8>?<@ 9 F=6 8=9 =6@ = >@G6? 66 6@

88696 @ = ?688? 6 6?<88?.

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AGREGADO 5INO

D66@ 6@ 95 98> 9J 6 @<;8=9 =@5 =6@<65

@6<6?<6 9=<@>> 9@6 6 8?<6 6@=896 6 >9J>5

<6@@>?65 @<;8=9 =J6 8>? <> > 6 3/1!”

8=9@ ?>@ 6<968 6? 9 66888?. L @6?

=<97 6? 9 6789 6 8>?8@6<> 6@ 6? G@= 6G?

66888>?6.

ARENA GRESA

S6@ =? <6@9 6 @;> > 6 8?<6@ 8>=6<> 6 @<;8=9

=@5 @6<6?<6 95 9@6 6 =<?8 6@=896. L

@6? G@=6 6@ >6< =? @=6 6 8>?<@>9 6?9

@ J6@8@ G@?=9>6<@; =?>@6 6?<@6 9 99 6 9

66888>?6 ?8.

AGAD66@ 6@ @68 9. A @=6 6? 8> 6 6@ ?686@ 6

668<=@ 6 8=6@> 9 ?>@.

NIDAD DE MEDIDA

S6 6 >@ 9 =? 6 M3 con  @>8? 6 *2

6896 6 68@ >@ @6 9>?G<= ?8F> 9<=@5 9

68? 6@ 69 6<@> @696?<6 668=<> 8>? 9

8>?>@ 69 ?G6?6@> @66?<6.

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E9 J>9=6? <><9 6 8>?8@6<> 6 898=9 =?> 9> J>96?6

@896 6 9> J6@> 6966?<>.

 

NORMA DE MEDICI2N Y BASES DE PAGO

E9 G> 6 668<=@ 9 @68> =?<@> 69 @6==6<> >@ M3

6?<6?K?>6 =6 8F> @68> G> 8>?<<=@ 8>6?8?

8>96< @ <> 9 ?> 6 >@5 6=>5 F6@@6?<

6 8>?86<> =6 8>96<? 6< @<.

=.3.0.ENCO5RADO Y DESENCO5RADO PARA MRO ENMALLADO

DESCRIPCI2N

V6?6 6@ =? 6<@=8<=@ <6>@95 8>?<@= @ 8>?<6?6@

@ >@ 9 6 8>?8@6<> 6? = 6< 6 6?=@686?<>5

@ >@ 9 >@6 86?<> =6 6@<@ @><6G6@ 9 @<6

?6@>@ 69 =@> 6 9 F=6 6 ><@> G6?<6 ? 6

6J<@ = @>?<> 6<6@>@>.

PROCESO DE EECCI2N

S6 668=<@ 8>? 6@ 8>@@6?<65 =?K?>6 =? 6@ 9

><@ 8>? 9@6 N[ *& 89J> 6 3” 9> ?696 =6 J? 6?

>@ <@?J6@9 9 6?<> 6 9 6@5 6? 69 6?8>@> 6

>@686?<> 6 =? > =6G> 6 6?8>@> =6 J?

@969> 9>Z @ <9 668<> 6 6<6@?@ 69

6@@>99> 6 9 =6@86 6 8>?<8<> @68<> 6?<@6 69 >96 >

6?8>@> 69 8>?8@6<>.

NIDAD DE MEDIDA

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INGENIERIA CIVIL – CONSTRUCCION 1

 

16

 NUEVO CHIMBOTE-ANCASH”

S6 6 >@ 9 =? 6 M0  con  @>8? 6 *2

6896 6 68@ >@ @6 9@G> ?8F>5 9 68? 6@ 69

6<@> @696?<6 668=<> 8>? 9 8>?>@ 69 ?G6?6@>

@66?<6.

C>> ?>@ G6?6@95 9> 6?8>@> 6 6? >@ 69 @6 6

8>?<8<> 6?<@6 69 8>?8@6<> 9 6@

NORMA DE MEDICI2N Y BASES DE PAGO

E9 G> 6 668<=@ 9 @68> =?<@> 69 @6==6<> >@ M2

6?<6?K?>6 =6 8F> @68> G> 8>?<<=@ 8>6?8?

8>96< @ <> 9 ?> 6 >@5 6=>5 F6@@6?<

6 8>?86<> =6 8>96<? 6< @<.

=.3.3.CONCRETO CEMENTO: ARENA: PIEDRA 1:0=:10 EN MRO

DE CONCRETO

DESCRIPCI2N

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<6@@6?> ?<=@9 @ @68@ 9> =@> 6 996@;5 6

@J6? 6 @><688? 6 9 @<6 ?6@>@ 6 9> =@>5 9> ;9

6 9 F=6 > 6 8=9=6@ ><@> G6?<6 6<6@?>.

L> 86?<> 8>@@>5 996J@? >@686?<> 6? <>> 9>

=@> 69 @6@ ?J695 6?> = 6?>?6 9 ?8 6?

9> 9?> 8>@@6>?6?<6.

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INGENIERIA CIVIL – CONSTRUCCION 1

 

17

 NUEVO CHIMBOTE-ANCASH”

PROCESO DE EECCI2N

L> >@686?<> 6@? 8>?<@=> 8>? 8>?8@6<> 96 6

1:2*:12 C: A: P 6@6?8?> 9> J6@> <> 6 =@> 68>?8@6<>. D6 8=6@> = ?8F> 9<=@5 =8@9> 6? 9 9?<

6 86?<8?.

E9 6?8>@> >@ 8@6 9> 4 ; 6 F6@6 996?> 69

=@>5 9=6G> 69 @G=> ?89 6 8=@@ 6<6 >@ 6> 6

8>?<?<6 > 6 G= =@?<6 3 ; 8>> ;?>.

L 8@ =6@>@ 69 =@> 66@ 6@ 9> ?J69 >965 9>

8=9 G@?<7@ 69 @6G=9@ 8>>> 6 9> >65 9@99>5

9>=6< 6<8.

MATERIALES PARA EL CONCRETO

CEMENTO

 T>> 866?<> =@6 66 6@ 866?<> P>@<9? A?<9<@6 MS

6 @8 8@6< 8>?>@6 9 @=6Z 66@

986?@6 ?=9@6 6 ?6@ =6 6 @><6 6? <>>

>6?<> 8>?<@ 9 F=6 8=9 =6@ = >@G6? 66 6@

88696 @ = ?688? 6 6?<88?.

AGREGADO 5INO

D66@ 6@ 95 98> 9J 6 @<;8=9 =@5 =6@<65

@6<6?<6 9=<@>> 9@6 6 8?<6 6@=896 6 >9J>5

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INGENIERIA CIVIL – CONSTRUCCION 1

 

18

 NUEVO CHIMBOTE-ANCASH”

<6@@>?65 @<;8=9 =J6 8>? <> > 6 3/1!”

8=9@ ?>@ 6<968 6? 9 66888?. L @6?

=<97 6? 9 6789 6 8>?8@6<> 6@ 6? G@= 6G?

66888>?65 8=> =9> 6 ?6 6<@ 8>@6?>

6?<@6 2.* 2.(*

ARENA GRESA

S6@ =? <6@9 6 @;> > 6 8?<6@ 8>=6<> 6 @<;8=9

=@5 @6<6?<6 95 9@6 6 =<?8 6@=896. E9

F>@G? 6@ >6<> =? @=6 6 8>?<@>9 6?9 @

J6@8@ G@?=9>6<@; =?>@6 6?<@6 9 99 6 9

66888>?6 ?8.

AGA

D66@ 6@ @68 9. A @=6 6? 8> 6 6@ ?686@ 6

668<=@ 6 8=6@> 9 ?>@.

NIDAD DE MEDIDA

S6 6 >@ 9 =? 6 M3 con  @>8? 6 *2

6896 6 68@ >@ @6 9>?G<= ?8F> 9<=@5 9

68? 6@ 69 6<@> @696?<6 668=<> 8>? 9

8>?>@ 69 ?G6?6@> @66?<6.

E9 J>9=6? <><9 6 8>?8@6<> 6 898=9 =?> 9> J>96?6

@896 6 9> J6@> 6966?<>.

 

NORMA DE MEDICI2N Y BASES DE PAGO

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INGENIERIA CIVIL – CONSTRUCCION 1

 

19

 NUEVO CHIMBOTE-ANCASH”

E9 G> 6 668<=@ 9 @68> =?<@> 69 @6==6<> >@ M3

6?<6?K?>6 =6 8F> @68> G> 8>?<<=@ 8>6?8?

8>96< @ <> 9 ?> 6 >@5 6=>5 F6@@6?<

6 8>?86<> =6 8>96<? 6< @<.

=.@ .OBRAS DE CONCRETO ARMADO

[email protected] CONCRETO ARMADO

IGA DE CIMENTACI2N

CONCRETO 5C ? 01= G/CM0

<APATASCONCRETO 5C ? 01= G/CM0

LOSA ARMADA

CONCRETO 5C ? 01= G/CM0

COLMNASCONCRETO 5C ? 01= G/CM0

LOS IGAS

CONCRETO 5C ? 01= G/CM0

DESCRIPCI2N DEL CONCRETO ARMADO

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8=6@> 9> =<97> 6? 9> 898=9> 6<@=8<=@96 @ =

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INGENIERIA CIVIL – CONSTRUCCION 1

 

20

 NUEVO CHIMBOTE-ANCASH”

@><=@ 6 @>6< =6 6=6<@6? 69 => 6? >@ 6 6<6

>@<6@> 6 @6<6?8 \8 +21* G/82. S6 66@ 8=9@ @

= 668=8? 8>? <>> 9> 6688> 6? 9 E6888>?6

6?6@96 6 O@ 6 C>?8@6<>.

NIDAD DE MEDIDA

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668<J6?<6 @697>.

NORMA DE MEDICI2N Y BASES DE PAGO

E9 G> 6 F@ 9 @68> =?<@> 69 8>?<@<> >@ 6<@> 88>3. E<6 @68> 6@ 9 8>6?8? <><9 >@ <> 9 9>@5

6=> F6@@6?< 6 @6J<> ?686@> @ 8>96<@

6<6 ;<6.

[email protected] Y DESENCO5RADO

DESCRIPCI2N

E9 6?8>@> 66@ 6<@ 6? < 8>?8>?6

G@?<7?>6 >@ 6G=@5 6? 6<8 69 <@>

66@ 8=9@ 8>? 69 9?66?<>5 ?J696 688>?6

?8 6? 9> 9?>5 @ 9> 8=9 6 66@? 8=9@ 9

E6888>?6 6?6@96 6 E<@=8<=@ 6 C>?8@6<>

E?8>@>.

NIDAD DE MEDIDA

E9 6<@>5 6 @697@ 6? 6<@> 8=@> 2 > @88>?6 6

9> 668<J6?<6 @697>.

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21

 NUEVO CHIMBOTE-ANCASH”

NORMA DE MEDICI2N Y BASES DE PAGO

E9 G> 6 F@ 9 @68> =?<@> 69 8>?<@<> >@ 6<@>

8=@> 2. E<6 @68> 6@ 9 8>6?8? <><9 >@ <> 9

9>@5 6=> F6@@6?< 6 @6J<> ?686@> @

8>96<@ 6<6 ;<6

GENERALIDADES

E< 66888>?6 ? 9> @6=<> 6G6?8 ;?

@ 9 8>?<@=88? 8>?<@>9 6 89 6 9 6<@=8<=@5 6?

K< 6 >@<6@> 96 > @>.

C>@6?6 >@<6@>5 >9>5 9> 875 86?<>5 >@6

86?<>5 8>9=?5 JG5 @6=6@7> 6 86@>5 6?8>@>

66?8>@>5 ; 8>> 9 =6< 6? >@ 6 <>> 9>

<6@96 6?<@> 6 9> 9;<6 @6=6@> @ @697@ 9>

<@> =G=6?<65 6 8=6@> 9 66888>?6 6?

8>?>@ 8>? 9 6?>?65 688>?6 <;85

9?66?<> G@6?<6 ?8 6? 9> 9?>5 > 8>> 9>

>@6?6 69 I?68<>@ /> S=6@J>@.E @6=<> ?6?96 @ @697@ 8=9=6@ J8> 6

8>?8@6<>5 =6 69 8>?<@<< @66?<6 9 I?688? >

S=6@J? 9> D6> 6 M6789 @668<J>5 @ = @6J?

@>8?.

E9 8>?8@6<> 6@ =? 6789 6 G=5 866?<>5 @6? 6@5

@6@ 6? 6789>@ 68?85 6 8=6@> 8>? 9

@6<6?8 6688 6? 9> 9?> 6? 9 @>>@8? ?8

6? 69 6> 6 6789 @66?<> >@ 69 8>?<@<< @>>

>@ 9 I?688? > S=6@J?5 6?<@> 6 9 8=9 6 >?@

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[email protected] 5F?@0== G/CM0

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22

 NUEVO CHIMBOTE-ANCASH”

DESCRIPCI2N

E9 86@> 6 @6=6@7> 6@ 6 =? @6<6?8 9 ]=6?8 6 %

+42** G/825 66@ 8=9@ 8>? <>> 9> ?8> 6? 9

E6888>?6 6?6@96 6 A86@> 6 R6=6@7> 6? 9

E6888>?6 6?6@96 6 O@ 6 C>?8@6<>.

NIDAD DE MEDIDA

E9 6<@>5 6 @697@ 6? G5 > @88>?6 6 9> 668<J6?<6

@697>

NORMA DE MEDICI2N Y BASES DE PAGOE9 G> 6 F@ 9 @68> =?<@> 69 8>?<@<> >@ G. E<6 @68>

6@ 9 8>6?8? <><9 >@ <> 9 9>@5 6=>

F6@@6?< 6 @6J<> ?686@> @ 8>96<@ 6<6 ;<6.

ESPECI5ICACIONES GENERALES DE ESTRCTRAS DE

CONCRETO ARMADO

L @6<6?8 6 9> >@<6@> =<97@ 6? >@ 6<? ?8>

6? 9> 9?> 8>@@6>?6? ^8 6 14*5 1# 21* G/8 25

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A. CEMENTO

S6 =@ C66?<> P>@<9? T> MS A?< 9<@65 9J> 6? >?6 6

668=6 9 >8? 6 ><@> <> 6> 9G=? 8>?6@8?

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INGENIERIA CIVIL – CONSTRUCCION 1

 

23

 NUEVO CHIMBOTE-ANCASH”

6689 6<6@? >@ 69 E689< 6 S=69> 9 =6

6 ?8 6? 9> 9?> @6==6<> 8>@@6>?6?<65 69 C66?<>

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@><6G6@6 6? >9 > 6? 9> 6? >@ =6 ?> 6 68<> >@

9 F=6 6 69 6> > 6 8=9=6@ G6?<6 6<6@?>.

B. AGA

E9 G= 696@6 66@ 8=9@ 8>? 9> ?8> 6? 69 ;<6 3.3

6 9 N>@ E.*.!* C>?8@6<> A@> 69 RNC.

E9 G= 696 6? 9 @6@8? 8=@> 69 8>?8@6<> 66@

6@5 6 @66@6?8 ><96.

S6 =<97@ G= ?> ><96 >9> ;:

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=6? 6@ ? 9 >@<6@>5 86@> 6 @6=6@7> > 6966?<>

66>.

L 69688? 6 9 @>>@8>?6 6 9 6789 6 8>?8@6<> 6

6? 6?> 6? 9> =6 6 F =<97> G= 6 9 =6?<6 696G.

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6?> 6 8=6@> 9 ?>@5 <6?6? 9> # 2& ;@6<6?8 6? 8>@6? ?> 6?>@6 69 (* 6 9 6 =6<@

9@6 @6@ 8>? G= ><96.

L 96 = ><@ =<?8 ?>8J @66?<6 6? 9> G@6G>

/> <J> 66? =@6 9 =6 =6 >@<@ 69 G= 6

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INGENIERIA CIVIL – CONSTRUCCION 1

 

24

 NUEVO CHIMBOTE-ANCASH”

6789> @ 6J9=@ 69 8>?<6?> <><9 6 =<?8

?8>?J6?6?<6.

N> 6 =<97@ 6? 9 @6@8? 69 >@<6@>5 6? 69 8=@> 69

> > 6? 9J> 69 6=> =699 G= =6 ?> 8=9? 8>?

9> @6=<> ?<6@>@6.

. AGREGADOS

E9 G@6G> =@6 6 69 ?> @6?5 9 =6 66@

8>?6@@6 8>> ?G@66?<6 6@> 69 866?<>.

E9 G@6G> =@6 6 69 G@=6> 6@. L =6 <K?

66@ 8>?6@@6 8>> ?G@66?<6 6@> 69 866?<6.

D66@ 6<@ 6 8=6@> 8>? 9 66888>?6 @ G@6G>

6G? N>@5 6 >@? =@ ><@> 6@6 8=?> 6 F

6><@> >@ 6> 6 9 @8<8 > 6?> 66896 =6

@>=86? 8>?8@6<> 8>? @6<6?8 =@9 68=5

6@6 =6 69 I?68<>@ > S=6@J>@ =<>@86 = =>5 <>J@8? 66@ 6<@ J9 >@ =? L>@<>@> 6?J 9

E?< @ = 86@<88?. E9 AG@6G> ?> @6? 66@

8=9@ 8>? 9> G=6?<6:

 

@?> =@> @6<6?<6.

N> 8>?<6?@ =? >@86?<6 8>? @668<> 9 6> <><9 6 69

69 <6@9 =6 6 >@ <7 2**5 6? 8> 8>?<@@> 69

686> 66@ 6@ 69?> 6?<6 69 9J> 8>@@6>?6?<6.

L <@9 69 >@<6@> 6 = 6?<J 9 8?<6 6

<6@9 =6 6? >@ 9> <86 N[ * N[ 1**5 =? 686?8

6 K< 6 =66 F86@ =6 9 6789 ?686<6 =? 686>

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25

 NUEVO CHIMBOTE-ANCASH”

6 G= 6 @>=78 ]>@6?<> 9 @<;8=9 ? 6

6@6? 9G? 9 =6@86.

E9 G@6G> ?> ?> 66@ 8>?<6?6@ @899 > <6@@5 6? >@86?<6

=6 686 69 6? 6>5 69 686> 66@ 6@ 69?> 8>? 69

9J> 8>@@6>?6?<6.

N> 66 F6@ 6?> 69 1 6 G@6G> ?> =6 6 >@ 9

99 N[ *5 ? =6 6 >@ 9 99 N[ 1**. E<> 66

<>@6 6? 8=6?< @ 69 >@<6@> 6=6<>. L <6@ >@G?8

6 8>?<@>9@ >@ 69 K<>> 69 ?>

E? 8>9=? 9 6?? 69 G@6G> 6@ 9< 9>

6=6<> ?<6@>@6?<65 6@> ?> 6@ >@ =6 2/3 6 9 ;?

<?8 6?<@6 @@.

D. RE5ER<OS MET4LICOS

L @@ 6 @6=6@7> 6 6<@> >@ > G=9 & 66@?

6@ 8>@@=G5 9 6 6<@> 6?>@6 >@? 6@ 9.

E. ALMACENAMIENTO DE MATERIALES

L> <6@96 66? 986?@6 6? >@ 6 ?6@ 6 6J<@ =6<6@>@> > 8>?<?8? >@ G6?<6 6<6@>@6.

  CEMENTO

N> 6 86<@ 6? >@ >9 6 866?<> 8= 6?J>9<=@ 6<K

6<6@>@ > 6@>@.

S6 8=@ =6 69 866?<> 986?> 6? >9 ?> 6<K 6?

8>?<8<> 8>? 69 =69> > 69 G= 9@6 =6 =6 8>@@6@ >@ 69

>.

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INGENIERIA CIVIL – CONSTRUCCION 1

 

26

 NUEVO CHIMBOTE-ANCASH”

S6 @68>6? =6 6 986?6 6? =? 9=G@ <68F> @68>5 9@6

6 F=6 8>?<?8?.

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<6@9 9<8> = ><@> 6> 6 @><688?.

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6966?<> 9@6 @>> >@ 9 I?688?5 9?>9> 6

=? >96 F=6 > 8>?<?8?.

AGREGADOS

S6 986?@? > 9@? 6? >@ <9 =6 6 @6J6?G =?

6G@6G8? 6@8? 6 9 @<6 G@=6 6 9 ? >

8>?<?8? 686J 8>? ><@> <6@96 > G@6G> 6 ><@

6?>?6.

E9 8>?<@>9 6 6< 8>?8>?6 9> F@ 69 I?G6?6@> I?68<>@ />

S=6@J>@5 6?<6 =6<@ 6@8 @697@? 6?> 6

@=<? 6? 9> =6 6 @66@6 967 G@?=9>6<@;

  ACERO

L J@99 6 86@> 6 @6=6@7>5 9@65 6@96 9?8F 6

86@> 6 986?@ 6? =? 9=G@ 68>5 9> @><6G> 6 9F=65 <6@@5 96 86<6 > G@.

  ADITIOS

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INGENIERIA CIVIL – CONSTRUCCION 1

 

27

 NUEVO CHIMBOTE-ANCASH”

L> <J> ?> 66? 6@ 986?> 6? >@ >@ =? 6@;>>

>@ 6 *! 66 66 9 68F 69 9<> 6?>5 9> <J>

8= 68F 6 J6?86?<> 6 F 8=9> ?> 6@? =<97>.

 

S6 =G6@6 =6 69 9=G@ 6<?> 9 98K? G=@6 6 6

6G=@ =6 G@?<86? 9 8>?6@J8? 6 9> <6@96 6 69

6> 6?<65 8>> 6 8= 6<@6.

DOSI5ICACI2N DE ME<CLA DE CONCRETO

P@ 6G=@@ 9 89 69 >@<6@> 6 66@ <6?6@ 6?

8=6?< 9> ?8> 6? 69 8;<=9> 4 6 9 N>@ E.*!* C>?8@6<>

A@> 69 RNC.

L 69688? 6 9 @>>@8>?6 6 9> <6@96 =6 ?<6@J6?6?

6? 9 6789 66@ 6@<@ =6 69 >@<6@> 98?86 9 @6<6?8

6? 8>@6? @>6>. E9 >@<6@> 6@ @8> 6 ?6@ 6

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69 ^8 6688>.

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@ 6? 9> @6=9<> 6 @>6< 6 >@<6@> @6@

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<K8?8.

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28

 NUEVO CHIMBOTE-ANCASH”

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=6 69 >@<6@> 6 8>9>8> 896?<6 6? 9> 6?8>@>

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6@ 6965 ? 6G@6G8? > 6=8? 686J.

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6>8? =6 =6 6<@ >6<> 69 >@<6@>.

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29

 NUEVO CHIMBOTE-ANCASH”

  5RECENCIA DE LOS ENSAYOS

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INGENIERIA CIVIL – CONSTRUCCION 1

 

32

 NUEVO CHIMBOTE-ANCASH”

  ACEPTACI2N DEL MORTERO

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35

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INGENIERIA CIVIL – CONSTRUCCION 1

 

CONCLSION Y RECOMENDACI2N

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