Normas tecnicas Tuberias AGUA POTABLE.xlsx

8/16/2019 Normas tecnicas Tuberias AGUA POTABLE.xlsx

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DN Diámetro Long UtilPulg Ext (mm) (m) Dint (mm) e (mm) Kg/tubo Dint (mm) e (mm) Kg/tubo Dint (mm) e (mm) Kg

1/2" 21.0 4.97 - - - - - - 17.40 1.80 03/4" 26. 4.96 - - - - - - 22.90 1.80 1

1" 33.0 4.96 - - - - - - 29.40 1.80 1

1 1/4" 42.0 4.96 - - - - - 1.740 38.00 2.00 1

1 1/2" 48.0 4.96 - - - 44.40 1.80 2.016 43.40 2.30 2" 60.0 4.9 6.40 1.80 2.39 .60 2.20 3.082 4.20 2.90

2 1/2" 73.0 4.94 69.40 1.80 3.102 67.80 2.60 4.43 66.00 3.0

3" 88. 4.93 84.10 2.20 4.99 82.10 3.20 6.612 80.10 4.20

4" 114.0 4.90 108.40 2.80 7.40 10.80 4.10 10.911 103.20 .40

6" 168.0 4.8 19.80 4.10 16.278 1.80 6.10 23.923 12.00 8.00 3

8" 219.0 4.82 208.40 .30 27.440 203.20 7.90 40.40 198.20 10.40

10" 273.0 4.77 29.60 6.70 43.223 23.20 9.90 63.100 247.00 13.00 8

12" 323.0 4.73 307.20 7.90 60.301 299.60 11.70 88.231 292.20 1.40 1

Rendimiento por Metro de Tubo

DN !otl (m) Rend/m1/2" .00 1.0060

3/4" .00 1.0081

1" .00 1.0081

1 1/4" .00 1.00811 1/2" .00 1.0081

2" .00 1.0101

2 1/2" .00 1.011

3" .00 1.014

4" .00 1.0046" .00 1.0!09

8" .00 1.0!!10" .00 1.048

12" .00 1.0#1

TU$% &'()U #ni$n %&gi' NT& !99.00*01# P on'u**i$n 'e +lu()# (7 lb/ulg2) ().# (10 lb/ulg2) ()10 (10 lb/ulg2)


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D ong.#til

mm (m) Dint (mm) e (mm) Kg/!ubo Dint (mm) e (mm) Kg/!ubo Dint (mm) e (mm) Kg/!

63 .88 9.80 1.60 2.83 8.40 2.30 3.99 7.00 3.00

7 .87 71.20 1.90 4.00 69.40 2.80 .78 67.80 3.60

90 .86 8.60 2.20 .6 83.40 3.30 8.18 81.40 4.30

110 .8 104.60 2.70 8.34 102.00 4.00 12.13 99.40 .30

140 .84 133.00 3.0 13.48 129.80 .10 19.42 126.60 6.70

160 .83 12.00 4.00 17.92 148.40 .80 2.8 144.60 7.70

200 .82 190.20 4.90 27.3 18.40 7.30 40.24 180.80 9.60

20 .79 237.60 6.20 43.2 231.80 9.10 62.71 226.20 11.90

31 .77 299.60 7.70 68.1 292.20 11.40 99.01 28.00 1.00 1

3 .7 337.60 8.70 8.01 329.20 12.90 124.2 321.20 16.90 1

400 .73 380.40 9.80 107.90 371.00 14.0 17.72 361.80 19.10 2

40 .70 428.00 11.00 136.30 417.40 16.30 199.0 407.00 21.0 2

00 .6 47.40 12.30 169.30 463.80 18.10 246.10 42.20 23.90 3

630 .62 99.20 1.40 267.10 84.40 22.80 390.60 70.00 30.00

D !otl (m) Rend/m63 6.00 1.0047 6.00 1.0190 6.00 1.0!9

110 6.00 1.0#6140 6.00 1.04

160 6.00 1.09200 6.00 1.0!0920 6.00 1.0!6!31 6.00 1.0!99

3 6.00 1.04!#400 6.00 1.04140 6.00 1.0#600 6.00 1.0619

630 6.00 1.066

TU$% &'()U NT& +,% 14#2011 P b,te*imiento 'e gu Dene l*ntill'o

&N)# (5-20) 5D% 41 &N).# (5-13.3) 5D% 28 &N)10 (5-10) 5D% 2


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DN Diámetro Long. Util

Pulg Ext (mm) (m) Dint -mm e -mm Long. Util %o,*(mm) ilo/&ulg

1/2" 21.0 4.966 1.20 2.90 4.966 17 14" 1.26

3/4" 26. 4.966 20.70 2.90 4.966 17 14" 1.64

1" 33.0 4.98 26.20 3.40 4.98 21 11 1/2" 2.421 1/4" 42.0 4.96 34.80 3.60 4.96 22 11 1/2" 3.32

1 1/4" 48.0 4.96 40.60 3.70 4.96 22 11 1/2" 3.94

2" 60.0 4.94 2.10 3.90 4.94 23 11 1/2" .26

Rendimiento por Metro de Tubo

D !otl (m) Rend/m3/4" .00 1.0068

3/4" .00 1.0068

1" .00 1.008#

1 1/4" .00 1.0089

2" .00 1.0089

TU$% &'()U #ni$n %o,* NT& !99.166 2008 P on'u**i$n 'e +lui'o, Pe,i$n()10 (14 b/ulg2) &eo

Kg/tubo


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&R%&+D2D, 3 'NT22, D L2, TU$R+2, D &'()U Uni5n Ro7d7

!ubei 'i,e' bi*' *ome*ili', bo l gnt& 'el ,i,tem 'e li'' 5: 9001 2000

;tei im P

b,o*i$n 'el gu !P 399.004 ? 40 g/m2

E,tbili'' 'imen,ionl !P 399.086 10 ? @

oei*iente 'e 'ilt*ion temi* D 696 0.08 ;; / ; / >

on,tnte 'ielA*ti* D 10 103 - 106 ;3.0 - 3.8

nlmbili'' !P 399.007 #!:EB!C#E

oei*iente 'e i**i$n - n;nning 0.009 F Gen-Hillim, 10

Punto =i*t !P 5: 207 I 80>

!emo ElA*ti*, !emo ElA*ti*,

!en,i$n 'e 'i,eo - 100 Kg/*m3

%e,i,ten*i l t**i$n D 638 60 Kg/*m2

%e,i,ten*i l le**i$n D 790 70-780 Kg/*m2

%e,i,ten*i l *omen,i$n D 69 610-60 Kg/*m2

;o'ulo 'e el,ti*i'' D 638 30000 Kg/*m2

'ue %E D 676 1200


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TU$R+2 NT& +,% 4,DR 6 ,DR .4 ,DR 9 ,DR 11 ,DR 1!.6 ,DR 1

5 2. 5 3.2 5 4 5 5 6.3 5 8

& 80 &N # &N 0 &N 16 &N 1.# &N 10 &N 8& 100 ) &N # &N 0 &N 16 &N 1.# &N 1

Mnimo Máimo %:7lid7d

0.0 20.3 20.1 1.20 3.4 0.18 3.0 0.16 2.3 0.13 2.0 0.12 - - -

#.0 2.3 2.1 1.20 4.2 0.28 3. 0.24 3.0 0.21 2.3 0.17 2.0 0.1 -

!.0 32.3 32.1 1.30 .4 0.46 4.4 0.39 3.6 0.33 3.0 0.28 2.4 0.23 2.0

40.0 40.4 40.20 1.40 6.7 0.72 . 0.61 4. 0.1 3.7 0.43 3.0 0.36 2.4

#0.0 0.4 0.20 1.40 8.3 1.11 6.9 0.9 .6 0.80 4.6 0.67 3.7 0. 3.0

6!.0 63.4 63.20 1.0 10. 1.77 8.6 1.0 7.1 1.27 .8 1.06 4.7 0.88 3.8

#.0 7. 7.2 1.60 12. 2.0 10.3 2.14 8.4 1.79 6.8 1.49 .6 1.2 4.

90.0 90.6 90.30 1.80 1.0 3.61 12.3 3.06 10.1 2.9 8.2 2.1 6.7 1.79 .4

110.0 110.7 110.3 2.20 18.3 .38 1.1 4.9 12.3 3.8 10.0 3.20 8.1 2.64 6.6

160.0 161.0 160.0 3.20 26.6 11.37 21.9 9.69 17.9 8.1 14.6 6.80 11.8 .60 9.

00.0 201.2 200.60 4.00 33.2 17.7 27.4 1.16 22.4 12.7 18.2 10.60 14.7 8.73 11.9#0.0 21. 20.7 .00 41. 27.73 34.2 23.6 27.9 19.86 22.7 16.3 18.4 13.6 14.8 1

80.0 281.7 280.8 9.80 46. 34.80 38.3 29.67 31.3 24.94 2.4 20.72 20.6 17.12 16.6 1

!1#.0 316.9 31.9 11.10 2.3 44.04 43.1 37.6 3.2 31.6 28.6 26.2 23.2 21.69 18.7 1

!##.0 37.2 36.10 12.0 9.0 .98 48. 47.64 39.7 40.11 32.2 33.31 26.1 27.1 21.1 2

400.0 402.4 401.20 14.00 - - 4.7 60.3 44.7 0.89 36.3 42.30 29.4 34.91 23.7 2

4#0.0 42.7 41.3 1.60 - - 61. 76.7 0.3 64.42 40.9 3.61 33.1 44.21 26.7 3

#00.0 03.0 01.0 17.0 - - - - .8 79.42 4.4 66.13 36.8 4.61 29.7 4

#60.0 63.4 61.70 19.60 - - - - 62. 99.64 0.8 82.88 41.2 68.48 33.2

6!0.0 633.8 631.90 22.10 - - - - 70.3 126.08 7.2 104.98 46.3 86.9 37.24 7

10.0 716.4 713.20 - - - - - 79.3 160.3 64. 133.62 2.2 110.19 42.1 9

800.0 807.2 803.60 - - - - - 89.3 203.71 72.6 169.48 8.8 139.86 47.4 1

900.0 908.1 904.0 - - - - - - - 81.7 214.6 66.2 177.10 3.3 1

P Pe,i$n ominl oe,on'e l ;Jxim e,i$n :eti= Pemi,ible PP;5 exe,' en % 'el tubo 20>

D+2MTR%;TRN%

-mm

Tipode*

Di7m.Medio

em&n(mm)

&eo(Kg/m)

em&n(mm)

&eo(Kg/m)

em&n(mm)

&eo(Kg/m)

em&n(mm)

&eo(Kg/m)

em&n(mm)

&eo(Kg/m)

em&n(mm)

&(K


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TU$R+2 NT& +,% 44*008


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!! ,DR 41

6 5 20

4 &N !.

# &N 4

- - -- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

9.49 7.7 7.8

12.02 8.7 9.6

1.28 9.8 12.2

19.28 11.0 1.47

23.76 12.3 19.22

29.91 13.7 23.98

37.76 1.4 30.32

48.14 17.4 38.66

60.96 19.6 49.07

77.2 22.0 61.96

&eo(Kg/m)

em&n(mm)

&eo(Kg/m)


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,&(+


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TU$R=2 ,(DUL 40 2(R% 2L (2R$%N> R?,e ,umini,tn 6 meto, 'e longitu' nego, o gl=ni'o,

,e ,umini,tn *on o ,in o,* 'e *ue'o *on l, 'imen,ione, ,iguiente,


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TIPOS DE CONEXIONES

http://www.instrumentacionycontrol.net/http://www.hidrotal.com/entren/tub11.HTMhttp://www.engineersedge.com/pipe_schedules.htm

http://www.multiaceros.cl/pdf/canerias_acero_carbono.pdf http://www.astm.org/Standards/A5A5M!S".htm#$%&'('A)*A


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Tolerancias de fabricación

Sobre largo: +1″,-0.5″

Sobre diámero e!erior:a" Para e+#-1#$%″&0,%mm"

b" Para : +#-1'

Sobre el : +#-1(.5' del e)*e)or omial de *ared

Transcripción de SCHEDULE DE TUBERIASESTNDES ESPESOES DE T/EIS

SCED/2E

C2SI3ICCI4NEl S6ed7le )e relaioa o la *re)i8 omial de la 7ber9a e oal )o 11 &Oe".

Teemo):5, 10, (0, 0, %0, 50, $0, ;0, 1(0, 1%0 < S6ed7le 1$0SCHEDULE DE TUBERIAS

S6ed7le %0 *ara ba=a) *re)ioe)S6ed7le ;0 *ara mediaa) *re)ioe)S6ed7le 1$0 *ara ala) *re)ioe).ero al arboo e) deomiado >?aerial de 7)o geeral> e 7b7laioe) id7)riale).

T7bo) de aero al arboo

So 7ili@ado) ma


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?e=or *re)eai8.


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e) < e ir7io) oleo6idrá7lio), e la) ma) Aariada) Bra=a) de *re)i8 < em*era7ra.

ai8 de la 7ber9a )e reali@a )e reali@a )egF el e)*e)or de di6a 7ber9a.


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Normas tecnicas Tuberias AGUA POTABLE.xlsx