cal culo des in fines

8/15/2019 Cal Culo Des in Fines

1/70

TRANSPORTADORES TIPO SINF


2/70

IN


3/70

CAPACIDADES PARA TRANSPORTADORES SINFÍNPies 3/hora

Diametro pulgadas6 9 10 12 14 16

GRPO1 350 1100 1600 2500 4000 55002 220 700 950 1600 2400 34003 150 460 620 1100 1600 22004 90 300 400 650 1000 15005 20 68 90 160 240 350

CAPACIDADES PARA TRANSPORTADORES SINFÍNmetros 3/hora

Diametro mm152 229 254 305 356 406

GRPO1 9.91 31.15 45.31 70.79 113.27 155.742 6.23 19.82 26.90 45.31 67.96 96.283 4.25 13.03 17.56 31.15 45.31 62.304 2.55 8.50 11.33 18.41 28.32 42.485 0.57 1.93 2.55 4.53 6.80 9.91

Grupo ! " Materiales lier!s" tales #!$! % #e&a'a" (r)*!l" ra+!s #er,e#l,eria'!" ari+a 'e $a)" ari+a 'e se$illa 'e al!'/+" li+aa" $alta" a,e+a"

Grupo # " Materiales +! a&rasi,!s -(i+!s ra+lares" tales #!$! % al$&r(i+!s" #a( e+ ra+!" alme$dras de palma" aserr)+" (r)*!l 'e s!a" #e+ia ,!li&re$e+te

Grupo 3 " Materiales $e'ia+a$e+te a&rasi,!s -terr!+es ee!s $e#la'!se+ias se#as" al$&re - terr!+es" sal" %ruto desgra$ado de palma a&eiter %i'ra de palma. Material (le+'! li&re$e+te

Grupo ( " Materiales se$ia&rasi,!s -(i+!s" ra+lares e+ terr!+es ee!s"ar#illa" &)s&aras de $ue&es" Ra&imos de %ruta" a:#ar si+ re(i+ar" a

Grupo * " Materiales a&rasi,!s" tales #!$! % #e+ias $!*a'as" !ll)+" are're+a*e. Material (le+'! le+ta$e+te


4/70


5/70

18 20

7600 100004500 60003200 40002000 2600500 650

457 508

215.21 283.17127.43 169.9090.61 113.2756.63 73.6214.16 18.41

er!s -se#!s" #ar&/+arr!" tri!

" #ar&/+ -$e+'!s !ltil. Material (le+'!

!+ (i+!s" tales #!$! %a" se$illa 'e al!'/+"

tales #!$! % #e$e+t!"re. Material (le+'!

a 'e s)li#e" l!'!s 'e


6/70


7/70


8/70

IPO SINFÍN INC+INADOS

sportador de la posi&io$ hori,o$tal

#*. 3-. 3*.58 70 78

;

as! #!rt! e+ el e=tre$! 'e ali$e+ta#i/+" #!+tr!la+ e+aterial al tra+s!rta'!r" 'e $!'! e la #ara ,a

e+ la l!+it' $s all 'el +t! 'e ali$e+ta#i/+. !+! $s #!rt! ! 'e 'i$etr! $e+!r" el tra+s!rta'!r seli$e+ta'!r


9/70

Tra$sport4a$ual d

aa#i'a' >1 Di$etr! Si+()+ Di$etr! Di$etr!T!+s ? @!ra T!+s ? @!ra $3 ? @!ra $.$. Pl. T&er)a >2 e*e

5 * 5.66 229 9 2 1?2 210 ; 11.33 254 10 2 1?2 215 !( 16.99 254 10 2 1?2 215 !( 16.99 305 12 2 1?2 215 !( 16.99 305 12 3 1?2 320 !; 22.66 305 12 2 1?2 220 !; 22.66 305 12 3 1?2 325 #( 28.32 305 12 2 1?2 225 #( 28.32 305 12 3 1?2 325 #( 28.32 356 14 3 1?2 330 #2 33.98 356 14 3 1?2 335 33 39.65 356 14 3 1?2 340 32 45.31 406 16 3 1?2 3

Capa&idad a la $ue1 B 2 B

Est!s 'at!s #!rres!+'e+ ara + $aterial tra+s!rta'! 'e de$sidad 22- @g7/m


10/70


11/70


12/70

A+ORES DE F

Grupo !F B 0"5. #e&a'a" ra+!s #er,e#er!s. ar&!+ l,eria'!" ari+a 'e se$illa 'e al!'/+"li+aa" ari+a" $alta" a,e+a" arr!" tri!.

Grupo # Materiales (i+!s ra+la'!sal!res 'e F % .

Grupo 3 I+#le $ateriales #!+ terr!+es ee!s $e#la'!s #!+ (i+!s.al!res 'e F % .

Grupo ( I+#le $ateriales se$ia&rasi,!s" (i+!s" ra+lares e+ terr!+es ee!s.al!res 'e F % .(!s(at! a#i'! -se#! 1"4" &a=ita -se#a 1"8" #e$e+t! -se#! 1"4. ar#illa 2"0" tierra 'e (ller 2"0sales 'e l!$! 1"0" #alia #ri&a'a 2"0" a#ar si+ re(i+ar 1"0" litariri! 1"0" a(re -terr!+es 0"8!=i'! 'e i+# 1"0.

Grupo * I+#le $ateriales a&rasi,!s e+ terr!+es e se 'e&e+ $a+te+er (era 'e #!+ta#t!

#!+ l!s #!*i+etes 'e l!s #!la'!res.al!res 'e F % .e+ias $!*a'as 5" !lli+ 4" #ar! -l,eria'! 2"5" are+a 'e sili#e 2"0" l!'!s 'e 're+a*e -$!*a'!s

Ta'la No7 #

I$&li$a&io$ -. *. !-. !*. #-. #*. 3-. 3*.C 1 0.9 0.8 0.74 0.65 0.42 0.3 0.22

al$&re l,eria'! 0"6" #ar&!+ -$e+'!s ! (i+!s 0"9" #a( e+ ra+! 0"4" alme$dras de palma -1("serri+ 0"7" s!sa #!$er#ial -liera 0"7" (ri*!l 'e s!a 0"5" #e+ia ,!latil 0"4.

al$&re 1"4" #e+ias -se#as 4"0" &!ra= 0"7" ra+!s 'e #er,e#eria -$e'!s 0"6" %i'ra de palma -1;se$illa 'e al!'/+ 0"9" sal resa ! (i+a 1"2" s!sa #!$er#ial -esa'a 0"7" %ruta de palma desgra$ada -1;

are+!s!s 6"0" &as&aras de $ue&es #1 ra&imos de %ruta #1!


13/70

0; 5; 10; 15; 20; 25; 30; 35;0

0.2

0.4

0.6

0.8

1

1.2

10.9

0.8 0.740.65

0.420.3

0.

Coe%i&ie$te por i$&li$a&io$

Grados

C o e % i & i e $ t e

C


14/70

4ODE+O TO4ADO DE+ CATA+OGO BEE+INE I4:C#:-!* SCRE9 CONEORS AND ACCESORIES Pag ##-1 ##! 8 #(*

DI4ENSIONES EN SISTE4A ING+ESA B C D E F G

DIA4ETRO DIA4ETRO

Dia B D& E Gla'as Pla'as

4 1 94 1?2 120 1 1?2 3?8 4 1?2

6 1 1?2 118 120 2 3?8 69 1 1?2 118 120 2 1?2 89 2 118 120 2 1?2 810 1 1?2 118 120 2 1?2 910 2 118 120 2 1?2 912 2 142 144 2 5?8 10 1?2


15/70

12 2 7?16 141 144 3 5?8 10 1?212 3 141 144 3 5?8 10 1?214 2 7?16 141 144 3 5?8 11 1?214 3 141 144 3 5?8 11 1?2

16 3 141 144 3 5?8 13 1?218 3 141 144 3 5?8 14 1?220 3 141 144 3 3?4 15 1?220 3 7?16 140 144 4 3?4 15 1?224 3 7?16 140 144 4 3?4 17 1?2

DI4ENSIONES EN SISTE4A 4ETRICO

A B C D E F GDIA4ETRO DIA4ETRO

Dia B D& E G$$ $$

( 102 25 2400 3048 38 10 114 152 38 2997 3048 51 10 152; 229 38 2997 3048 51 13 203; 229 51 2997 3048 51 13 203

!- 254 38 2997 3048 51 13 229!- 254 51 2997 3048 51 13 229!# 305 51 3607 3658 51 16 267!# 305 62 3581 3658 76 16 267!# 305 76 3581 3658 76 16 267!( 356 62 3581 3658 76 16 292!( 356 76 3581 3658 76 16 292! 406 76 3581 3658 76 16 343!2 457 76 3581 3658 76 16 368

#- 508 76 3581 3658 76 19 394#- 508 87 3556 3658 102 19 394#( 610 87 3556 3658 102 19 445


16/70

6 H @ + 4 R N P

Pulgadas

H + 4 R Ea

1 3 5?8 4 5?8 3 3?4 5 2 1?2 5 3?4 1

1 4 1?2 5 5?8 5 7 3 1?2 8 1?8 1 1?41 1?2 6 1?8 7 7?8 7 1?8 10 5 9 3?8 1 1?2

1 1?2 6 1?8 7 7?8 7 1?8 10 5 9 3?8 1 1?2

1 3?4 6 3?8 8 7?8 7 7?8 11 5 1?2 9 1?2 1 1?2

1 3?4 6 3?8 8 7?8 7 7?8 11 5 1?2 9 1?2 1 1?2

1 5?8 7 3?4 9 5?8 8 7?8 13 6 1?2 12 1?4 2


17/70

1 5?8 7 3?4 9 5?8 8 7?8 13 6 1?2 12 1?4 2

1 5?8 7 3?4 9 5?8 8 7?8 13 6 1?2 12 1?4 2

1 5?8 9 1?4 10 7?8 10 1?8 15 7 1?2 13 1?2 2

1 5?8 9 1?4 10 7?8 10 1?8 15 7 1?2 13 1?2 2

2 10 5?8 12 11 1?8 17 8 1?2 14 7?8 22 12 1?8 13 3?8 12 3?8 19 9 1?2 16 2 1?2

2 1?4 13 1?2 15 13 3?8 21 10 1?2 19 1?4 2 1?2

2 1?4 13 1?2 15 13 3?8 21 10 1?2 19 1?4 2 1?2

2 1?2 16 1?2 18 1?8 15 3?8 25 12 1?2 20 2 1?2

6 H @ + 4 R N Pmm

H + 4 R Ea

25 92 117 95 127 64 146 25

25 114 143 127 178 89 206 32

38 156 200 181 254 127 238 38

38 156 200 181 254 127 238 38

44 162 225 200 279 140 241 38

44 162 225 200 279 140 241 38

41 197 244 225 330 165 311 51

41 197 244 225 330 165 311 51

41 197 244 225 330 165 311 51

41 235 276 257 381 191 343 51

41 235 276 257 381 191 343 51

51 270 305 283 432 216 378 51

51 308 340 314 483 241 406 64

57 343 381 340 533 267 489 6457 343 381 340 533 267 489 64

64 419 460 391 635 318 508 64


18/70


19/70

2 1?2 3?8

3 7?16

3 1?4

3 1?2 7?16

3 1?2 5?164 5?16

4 3?16

4 1?4

4 1?4

Tu'o Espiral

Es Ala'e

25 5

51 6

51 5

64 10

51 5

64 10

64 6

64 10

76 11

76 6

89 11

89 8

102 8

102 5102 6

102 6


20/70


21/70


22/70

D S 4 R B Es

l l l l l l24 19.2 25 12 1?2 3 7?16 4

$$ $$ $$ $$ $$ $$609.6 487.68 635 317.5 87.31 101.6

D S 4 R B Essi+()+ 'e 24 l 609.6 487.68 635 317.50 87.31 101.60

l l l l l l


23/70

24.00 19.20 25.00 12.50 3.44 4.50

D S 4 R B Es$$ $$ $$ $$ $$ $$

si+()+ 'e 20 l 508 406.4 529 264.58 98.23 114.30

l l l l l l

20 16 20.83 10.42 3.87 4.5

D S 4 R B Es$$ $$ $$ $$ $$ $$

si+()+ 'e 18 l 457.2 365.76 476 238.12 65.48 76.20

l l l l l l

18 14.4 18.75 9.37 2.58 4.0019 9.5 3

D S 4 R B Es$$ $$ $$ $$ $$ $$

si+()+ 'e 16 l 406.4 325.12 423 211.67 58.21 67.73

l l l l l l

16 12.8 16.67 8.33 2.29 4.50

17 8.5 3

D S 4 R B Es$$ $$ $$ $$ $$ $$

si+()+ 'e 14 l 355.6 284.48 370 185.21 50.93 59.27

l l l l l l

14 11.2 14.58 7.29 2.01 4.0015 7.5 2.43

D S 4 R B Es$$ $$ $$ $$ $$ $$

si+()+ 'e 12 l 304.8 243.84 317 158.75 43.66 50.80

l l l l l l

12 9.6 12.50 6.25 1.72 3.50


24/70

13 6.5 2

D S 4 R B Es$$ $$ $$ $$ $$ $$

si+()+ 'e 10 l 254 203.2 265 132.29 54.57 63.50

l l l l l l

10 8 10.42 5.21 2.15 2.5011 5 1?2 2

D S 4 R B Es$$ $$ $$ $$ $$ $$

si+()+ 'e 9 l 228.6 182.88 238 119.06 49.11 57.15

l l l l l l

9 7.2 9.37 4.69 1.93 2.25

7 10 5 2 2 3?8

D S 4 R B Es$$ $$ $$ $$ $$ $$

si+()+ 'e 6 l 152.4 121.92 159 79.37 32.74 38.10

l l l l l l

6 4.8 6.25 3.12 1.29 1.505 7 3.5 1"1?2 2

D S 4 R B Es

$$ $$ $$ $$ $$ $$si+()+ 'e 4 l 101.6 81.28 106 52.92 21.83 25.40

l l l l l l

4 3.2 4.17 2.08 0.86 1.003 5 2 1?2 16 $$ 1 1?2


25/70

D& E G H @ + Ea E&

ies l l l l l l l12 4 17 1?2 16 1?2 18 1?8 15 3?8 2 1?2 3?16" 1?4

$$ $$ $$ $$ $$ $$ $$3657.6 101.6 444.5 419.1 460.375 390.525 63.5 6.35

D& E G H @ + Ea E&3657.6 101.60 444.50 419.1 460.375 390.525 63.50 6.35

l l l l l l l l


26/70


27/70

2 10.5 7.75 9.62 8.875 2 3?16

D& E G H @ + Ea E&$$ $$ $$ $$ $$ $$ $$ $$

1524 42.33 185.21 174.625 191.823 162.71875 26.46 2.65

l l l l l l l l

60.00 1.67 7.29 6.88 7.55 6.41 1.04 0.102 9 6 3?8 8 7?8 7 7?8 1 1?2 3?16

D& E G H @ + Ea E&$$ $$ $$ $$ $$ $$ $$ $$

1371.6 38.10 166.69 157.1625 172.641 146.446875 23.81 2.38

l l l l l l l l

54.00 1.50 6.56 6.19 6.80 5.77 0.94 0.09

2 8 6 1?8 7 7?8 7 1?8 1 1?2 3?16

D& E G H @ + Ea E&$$ $$ $$ $$ $$ $$ $$ $$

914.4 25.40 111.12 104.775 115.094 97.63125 15.87 1.59

l l l l l l l l

36.00 1.00 4.37 4.13 4.53 3.84 0.62 0.062 6 4 1?2 5 5 1 1?4 3?16

D& E G H @ + Ea E&

$$ $$ $$ $$ $$ $$ $$ $$609.6 16.93 74.08 69.85 76.729 65.0875 10.58 1.06

l l l l l l l l

24.00 0.67 2.92 2.75 3.02 2.56 0.42 0.041 1?2 4 1?2 3 5?8 4 5?8 3 3?4 1 3?16


28/70

E&a

3?16

$$4.76

E&a4.76

l


29/70

0.193?16

E&a$$

3.97

l

0.165?32

E&a$$3.57

l

0.145?32

E&a$$3.17

l

0.12

5?32

E&a$$2.78

l

0.115?32

E&a$$2.38

l

0.09


30/70

5?32

E&a$$1.98

l

0.085?32

E&a$$1.79

l

0.07

5?32

E&a$$1.19

l

0.055?32

E&a

$$0.79

l

0.035?32


31/70


32/70


33/70


34/70


35/70

DETER4INACION DE+ COEFICIENTE DE ++ENADO SEGN +A D

4aterial !

!-- C% (*DIAMETRO !l$e+ D! 9! 9! D#

$ $3 H?$3 H H H?$3

3 7.069 800 5654.88 45 2544.70 833

4aterial !!-- C% 32

DIAMETRO !l$e+ D! 9! 9! D#$ $3 H?$3 H H H?$3

3 7.069 800 5654.88 38 2148.85 833

4aterial !!-- C% 3!

DIAMETRO !l$e+ D! 9! 9! D#$ $3 H?$3 H H H?$3

3 7.069 1200 8482.32 31 2629.52 800

4aterial !!-- C% #*

DIAMETRO !l$e+ D! 9! 9! D#

$ $3 H?$3 H H H?$3

3 7.069 1600 11309.76 25 2827.44 833

! 4ETRO +INEA+ DE TRANSPORTADOR


36/70

ENSIDAD DE+ 4ATERIA+

4aterial #

GRPO !

!-- C% 9# H

5888.14 (3

4aterial #

GRPO #

!-- C% 9# H

5888.14 3

4aterial #

GRPO 3

!-- C% 9# H

5654.88 (J

4aterial #

GRPO (

!-- C% 9#

H

5888.14 (2


37/70

Ta'la No7 3COEFICIENTE DE ++ENADO

GRPO C% @g / m3 r7p7m m)imas> K !*# mm K *-2 mm

! 0.45 800 170 110# 0.38 800 120 753 0.31 1200 90 60( 0.25 1600 70 50* 0.125 $ a&rasi,!s 30 25

> B De+si'a' $a=i$a 'el $aterial tra+s!rta'!

152 $$ B 6

508 $$ B 20

Ta'la No7 (DIA4ETRO EHE DE+ TRANSPORTADOR

SINFJN S@ H EKE EKEl. l $$

40 80 0.15 6 152.432 80 0.1875 6 152.424 80 0.167 4 10024 40 0.125 3 76.2

Ta'la No7 *DIA4ETRO EHE PARA PNTAS RODA4IENTOS

TLO S@ F EKE EKEl. l $$

6 80 0.59 3.54 904 80 0.69 3 70


38/70

FACTOR DE CARGA PARA +OS REDCTORES

TRABAHO 3 6oras / dia

DIARIO L M @Fa&tor &arga 0.8 1 1.35

T!$a'! 'e S$it!$! 'ri,e te#+!l!ies" Pa. 7


39/70

!- 6oras / dia #( 6oras / dia

L M @ L M @1 1.2 1.5 1.35 1.5 1.6

arga

ra" e+eral$e+te e+ l!s #atal!!s FS Fa#t!r 'e #ara

res +!r$ales" +i(!r$e+te ali$e+ta'!s

res 'e tra&a*! esa'!" +! +i(!r$e$e+te ali$e+ta'!s 4

!- 6oras / dia #( 6oras / diaL M @ L M @

1 1.25 1.75 1.35 1.5 2


40/70


41/70

Dia$etr! 'el e*e 'el tra+s!rta'!r Es B H = D De la ta&la 4 " H B 0"15 ara

'ia$etr! 20 t&! S@ 40.Es B 0"15 = 20 B 3 S@ 40

Dia$etr! e*e 'e +tas ara r!'a$ie+t!s B F = Es De la ta&la 5" F B 0"656 ara

S@ 40 B 0"656 = 3 B 1"968 - 50 $$

Esa#ia$ie+t! e+tre s!!rtes #!la+tesD# B 6 = D B 6 = 20 B 120 - 3048 $$ .

e+tr! 'e la 'es#ara 'el tra+s!rta'!r G B 0"7291666 = D B 0"7291666 = 20 B 14"58 B 14 1?2

Dista+#ia 'el #e+tr! 'el tra+s!rta'!r asta el &!r'e seri!r

K B 0"6875 = D B 0"6875 = 20 B 13"75 B 14

Dista+#ia e+tre el e=tre$! 'el #te 'e 'es#ara el #e+tr! 'el tra+s!rta'!r < B 0"640625 = D B 0"640625 = 20 B 12"81 B 13

A+#! 'el A+l! 'e re(er!Ea B 0"1041666 = D B 0"1041666 = 20 B 2"08 B 2

Eses!r 'el #er! 'el tra+s!rta'!r E# B 0"0104166 = D B 0"0104166 = 20 B 0"208 B 3?16

Eses!r 'e la #a$isa 'e 'esaste

E#a B 0"75 = E# B 0"75 = 3?16 B 0"141 B 5?32


42/70


43/70

si+()+ 'e

t&! 'e 3


44/70

C + 9 F P F7S7 E$3?$i+ $ H ? $3 Ta&la @P C

2.77 10 721 2.00 8.88 1.20 0.85

B aa#i'a' 'el tra+s!rta'!r e+ $3 ? $i+< B

20 847.89 36.09 50 47.18 26.25 0.88 2

B aa#i'a' 'el tra+s!rta'!r e+ ies3 ? !ra 6P% 0 + N F< B

@ B Altra ,erti#al ara tra+s!rta'!res i+#li+a'!s e+ ies 6pi 0 C 9 6 F& B Fa#t!r 'e a+er -ta&la 113F' B Fa#t!r 'e 'ia$etr! 'el tra+s!rta'!r -ta&la 112F( B Fa#t!r 'e #!rte -ta&la 114F$ B Fa#t!r 'e !te+#ia 'e a#er'! al $aterial - ta&las $aterial F B Fa#t!r 'e $e#la'! -ta&la 115


45/70


46/70

Pr REDCTOR@P @P

10.44 12.53

POTENIA PARA SINFINES TRANSPORTADORES

Fd F% Fm Fp 6P% 6Pm 6P%6Pm F-112 114 Ta&las 115 @P @P 116

Material165 1 0.8 1 0.595 1.155 1.750 1.8

F' / !1---1---

F% Fm Fp / !1---1---

/ #1---1---


47/70


48/70

6pi TOTA< 4OTOR@P @P @P

0.525 4.654 *


49/70


50/70


51/70

Tomado del &atalogo 4ARTIN SPROC@ET


52/70

FACTORES ME AFECTAN E+ CA+C+O DE +A POTENCIA EN SINFINES TRANSPORT

TAB+A !:!# Fd TAB+A !:!3 F'TIPO

DIA4ETRO Fd RODA4IENTO F'4 126 18 R!'a$ie+t!s 19 31 *e &r!+#e Marti+ 2

10 37 *e ra(it! &r!+#e > 212 55 *e 'e $ela$i+e > 214 78 *e 'e &r!+#e at!l&ri#a'! > 216 106 *e 'e te(l!+ > 218 135 *e 'e ierr! e+'re#i'! 3.420 165 *e 'e ser(i#ie e+'re#i'a 4.4

24 23530 300 > B R!'a$ie+t!s +! l&ri#a'!s40 365

Tomado del &atal


53/70

DORES

TAB+A !:!( F%

TIPO Fa&tor F% para de &arga del tra$sportador ESPIRA+ !* 3- (* ;*

Est+'ar 1 1 1 1

De #!rte 1.1 1.15 1.2 1.3

De #!rte $e#la'! NR 1.5 1.7 2.2

De #a#! 1.05 1.14 1.2

TAB+A !:!* Fp

PA+ETAS ESTNDAR POR PASO1 PA+ETAS A (* GRADOS

N$er! 'e aletas !r as! 0 1 2 3 4F 1 1.29 1.58 1.87 2.16

go 4ARTIN SPROC@ET


54/70

TA4AOS DE 4OTORES NOR4A+IQADOS ERSION EROPEA

+TI4A GENERACION

!#-- rpm !2-- rpm

6P @ 6P @

-7( -7( -7#;-7 -7* -73J-7; -7 -7(*! -7J* -7*

!7* ! -7J*# !7# -7;-3 !7* !7!#

( # !7*-* #7( !7J;

J7* 3 #7#(!- ( 37--!* * 37J3#- 7 (7;##* J7* *7-3- !- J7*-3 !# ;7--(- !* !!7#-

*- #- !(7;#- #* !27J-J- 3- ##7(-J* 3 #722- (- #;72(

!-- *- 3J73-- ((7*-J* *7--

!-- J*7--!#* ;37--!*- !!#7--#-- !*-7--


55/70

3-- rpm

6P @

( 37--* 37J3

7 (7;#J7* *7-!- J7*-!# ;7--!* !!7#-

#- !(7;-#* !27J-3- ##7(-3* #7!-(- #;72-*- 3J73-- ((7*-J* **7*-


56/70

Fe&ha de &al&ulo" *+i! 1 'e 2009

Nota"CA+C+OS DE SINFÍN TRANSPORTADOR

Ide$ti%i&a&io$ del e5uipo TT31004aterial a tra$sportar Ra#i$!s 'e (rtaDe$sidad del material 0.65 T!+?$3 650 H?$3

Capa&idad del tra$sportador 168 T!+?!ra+o$gitud del tra$sportador 6 $Altura de ele


57/70

PRODCTOS DE PA+4A ACEITERAFACTORES DE 4ATERIA+

4aterial Fm

Al$e+'ras 1.23 Al$e+'ras W #as#aras 1.55Fi&ras W Ne#es 1.13Fi&ras W as#aras 0.94Ra#i$!s 'e (rta 1.37Ra#i$!s 'e (rta #!#i+a'!s 1.06Frta 'esra+a'a 1.13


58/70


59/70


60/70


61/70


62/70

4aimo tama>o de materiales a tra$sportar

T!$a'! 'el #atal!! 'e MARTIN" Pa. @18

Clase I Clase IIDIA4ETRO TBO Tolera$&ia !- Terro$es #* Terro$esSINFÍN O7D7 Radial 4a7 Tama>o 4a7 Tama>o

Pl Pl Pl Pl

6 2 3?8 2 5?16 1 1?4 3?49 2 3?8 3 3?16 2 1?4 1 1?29 2 7?8 3 3?16 2 1?4 1 1?2

12 2 7?8 5 1?16 2 3?4 212 3 1?2 4 3?4 2 3?4 2

12 4 4 1?2 2 3?4 2

14 3 1?2 5 3?4 3 1?4 2 1?214 4 5 1?2 2 1?2 1 1?4

16 4 6 1?2 3 3?4 2 3?416 4 1?2 6 1?4 3 3?4 2 3?4

18 4 7 1?2 4 1?2 318 4 1?2 7 1?2 4 1?2 3

20 4 8 1?2 4 3?4 3 1?220 4 1?2 8 1?4 4 3?4 3 1?224 4 1?2 10 1?4 6 3 3?430 4 1?2 13 1?4 8 5

T!lera+#ia ra'ial B Dista+#ia e+tre el (!+'! 'el #er! 'el tra+s


63/70

Clase III;* Terro$es4a7 Tama>o

Pl

1?2 3?4 3?4

11

1

1 1?41 1?4

1 1?21 1?2

1 3?41 3?4

22

2 1?23

rta'!r la arte i+(eri!r 'el t&! 'el $is$!


64/70

DI4ENSIONES PARA TRANSPORTA

Dia Fp S 4 R Es

1016 518.16 432 215.90 88.90$$ $$ $$ $$ $$

(- -7*! #-7(- !J 27*- 3 !/ #l l l l l

CADRO DE CA+C+OS DE DI4ENSIONES PARA SINFINES 4AORES DE #

Dia Fp S 4 R F

mm 1016 -72- 812.80 1058 529.17 -7;

Pulg7 (- 32 42 21


65/70

ORES SINFINES NOR4A+IQADOS

B D& E G H + Ea

76.20 3657.60 76.20 342.90 269.88 282.58 50.80$$ $$ $$ $$ $$ $$ $$

3 !(( 3 !3 !/ # !- */ 2 !! !/ 2 #l l l l l l l

B @ Es D E G H

105.16 -7!* 152.40 6096 169.33 740.83 698.5

4.14 6 240 7 29 27.50


66/70


67/70

etro

de dime$sio$es


68/70

IDENTIFIAION DE PARAMETROS

A+#! 'e la #a+!a

Dia 0 Dia$etr! 'el si+()+

S B Pas! 'el tra+s!rta'!r

4 B A+#! 'el #te 'e 'es#ara e es #a'ra'! ta$&ie+ tra$! 'el si+()+e +! lle,a esiral a la 'e#ara.

R B Ra'i! 'e la #a+!a 'el tra+s!rta'!r

B 0 Dia$etr! 'el e*e 'e s!!rte e+ l!s e=tre$!s a+ers

Es B Dia$etr! 'el e*e 'el tra+s!rta'!r e+ t&!

D& B Dista+#ia e+tre #e+tr!s ara s!!rtes #!la+tes ! a+ers

E B Esa#i! ara la #$a#era 'el s!!rte ! a+er

G B e+tr! 'e la 'es#ara 'el tra+s!rta'!r #!+ rese#t! al (i+al 'el tras+!rta'!

H B Dista+#ia 'el #e+tr! 'el tra+s!rta'!r asta el &!r'e seri!r 'el $is$!

Ala'e B Eses!r 'e la esiral

+ B Dista+#ia e+tre el e=tre$! 'el #te 'e 'es#ara el #e+tr! 'el tra+s!rta'!r

E a B A+#! 'el a+l! 'e re(er! a l! lar! 'el tra+s!rta'!r

E& B Eses!r 'el #er! 'el tras+!rta'!r

E&a B Eses!r 'e la #a$isa 'e 'esaste 'el tra+s!rta'!r


69/70

4ODE+O DE CA+C+OS PARA TRANSPORTADORES TIPO SINFÍN

M 0 - At S $ C% 9 C e&ua&io$ !

Q B aa#i'a' 'e tra+s!rte 'el si+()+ - t!+?!ra . At B Area tra+s,ersal 'el tra+s!rta'!r - $2 .S B Pas! 'el tra+s!rta'!r - 0"8=D" e+ $ .+ B ,el!#i'a' a la e ira el tra+s!rta'!r - r..$. ( B !e(i#ie+te 'e lle+a'! tra+s,ersal - ,er ta&la N!.3 . B De+si'a' 'el $aterial tra+s!rta'! - t!+?$3 . B Fa#t!r e tie+e e+ #e+ta la i+#li+a#i!+ 'el tra+s!rta'!r - ,er ta&la N!. 2 .D B Dia$etr! 'el tra+s!rta'!r - $ .

!7 Determi$a&io$ del diametro"S B 0"8 = D e&ua&io$ # At B 3"1416 = D2 ? 4 e&ua&io$ 3 Ree$laa$!s las e#a#i!+es 2 3 e+ la e#a#i!+ 1 !&te+e$!s.D3 B - 0"0265256 = Q ? - + = ( = = Asi 'eter$i+a$!s e+t!+#es D e+ $etr!s

#7 TORME

M! B - 0"1616 = = < = ! = F ? + e&ua&io$ (

M! B T!re reeri'! !r el tra+s!rta'!r - H ( $ . B aa#i'a' 'el tra+s!rta'!r - $3?$i+ .< B

N! B - H ? 0"746 - @P N! -$!t!r B FS = N! - @P FS B Fa#t!r 'e ser,i#i!

(7 DI4ENSIONES PRINCIPA+ES DE+ TRANSPORTADOR

4.1 Pas! 'el tra+s!rta'!r%S B 0.8 = D S B Pas! 'el tra+s!rta'!r

D B Dia$etr! 'el tra+s!rta'!r

4.2 A+#! 'e la #a+!aM B 1"0416666 = D M B A+#! 'e la #a+!a

D B Dia$etr! 'el tra+s!rta'!r


70/70

4.3 Ra'i! 'e la #a+!aR B M ? 2 R B Ra'i! 'e la #a+!a

4.4 Dia$etr! 'el e*e 'el tra+s!rta'!r - e+ t&! Es B H = D Es B Dia$etr! e*e 'el tras+!rta'!r

H B (a#t!r 'e la ta&la N!. 4

4.5 Dia$etr! e*e $a#i! ara r!'a$ie+t!s a+ers B F = Es B Dia$etr! 'el e*e $a#i!

F B Fa#t!r 'e la ta&la N! 5

4.6 Esa#ia$ie+t! e+tre s!!rtes #!la+tes -a+ersD# B 6 = D D# B Esa#ia$ie+t! e+tre a+ers

4.7 e+tr! 'e la 'es#ara 'el tra+s!rta'!r G B 0"7291666 = D G B e+tr! 'e la 'es#ara 'el tra+s!rta'!r

4.8 Dista+#ia 'el #e+tr! 'el tra+s!rta'!r el &!r'e seri!r K B 0"6875 = D K B Dista+#ia #e+tr! al &!r'e 'el tra+s!rta'!r

4.9 Dista+#ia e+tre el e=tre$! 'el #te 'e 'es#ara el #e+tr! 'el tra+s!rta'!r < B 0"640625 = D < B Dista+#ia e=tre$! #te #e+tr! tra+s!rta'!r

4.10 A+#! 'el a+l! 'e re(er! a l! lar! 'el tra+s!rta'!r Ea B 0"1041666 = D Ea B Eses!r 'el a+l! 'e re(er!

4.11 Eses!r 'el #er! 'el tra+s!rta'!r E# B 0"0104166 = D E# B Eses!r 'el #er! 'el tra+s!rta'!r

4.12 Eses!r 'e la #a$isa ! la$i+a 'e 'esaste 'el tra+s!rta'!r E#a B 0"75 = E# E#a B Eses!r la$i+a 'e 'esaste

cal culo des in fines

Documents