ESTRIBO de puente de hormigón

7/24/2019 ESTRIBO de puente de hormign

1/19

342 59 215 29 131 18

YG 5.78

Balaustrado 1.40

Guardallanta 0.3Tablero 2

2 1.7 2.3 1

7

ElementoPeso [T]

TriangRe!t b " #n!"o Puen $ %

& 1.00 1.70 2.90 9.20 2.40 108.85

' 0.50 1.70 0.50 9.20 2.40 9.38

( 1.00 2.30 9.37 9.20 2.40 475.85

) 1.00 7.00 1.00 9.20 2.40 154.56

* 0.50 2.00 8.77 9.20 2.40 193.64

+ 1.00 1.70 8.27 9.20 2.40 310.42, 0.50 1.70 0.50 9.20 2.40 9.38

- 0.50 2.00 8.77 9.20 2.00 161.37

. 1.00 2.00 2.90 9.20 2.00 106.72

Total 1530.18

/ua

1

3

4

9

2

87

5

6


2/19

Gru2o0uer1as 3erti!ales [T]

3ient

Estribo 5 Puent /3 Puente E Tierra Su2erEstru!n6raestru!

I 1530.18 38.25 25.85 492.29

II 1530.18 38.25 492.29 0.987 2.789

III 1530.18 38.25 25.85 492.29 0.296 0.837

3II 1530.18 38.25 492.29

/uad

Gru2o0uer1as 3erti!ales [T7m]

3ient

Estribo 5 Puent /3 Puente E Tierra Su2erEstru!n6raestru!

I 6141.54 82.2375 55.5775 2079.10

II 6141.54 82.2375 2079.10 12.507 28.921

III 6141.54 82.2375 55.5775 2079.10 3.752 8.676

3II 6141.54 82.2375 2079.10

Gru2o 852os 9 85neg 803 [T] # [m] e [m] :& [Tm;]

I 4200.25 1594.28 2.63 -0.87 6.39

II 4103.25 1568.43 2.62 -0.88 5.90

III 4178.21 1594.28 2.62 -0.88 6.10

3II 3221.16 1568.43 2.05 -1.45 -5.84

Elemento :& [Tm;] ' [Tm; < :( [Tm;] /ortante [T 5 [T7m]Base lado i1 6.39 43.12 -5.25 25.81 32.20 25.73

Base lado de -5.84 54.55 -8.63 45.92 50.23 14.33

E=tr7 Su2 0.4 8.85 0.81 2.27 12.79 4.36

Dise

D#TOSb 100

d 225L 10.37 [m]

#s min 75.00

[m]

[m]

[m!]


3/19

-7)* >7)

Diseo de l

D#TOS 2.6

4

B 9.20 [m]e 1.00 [m]b 100d 95.00? 4.62 [T$m]

#s min 31.67

5 [T7m] &*7+(

5u [T7m] '+7*,

#s [!m;] -7(.

#s [!m;] (&7+,

Dised [!m] *.>7>> 4 [m] +

()0*6+, ) (7+e [!m] '*7>> @ [m] -7,,

5 [T7m] ('.,7.-

5u [T7m] *+>+7*,

Diseo del Taln Dise

'(7()

dist. ent"eont"a&.

[m]

[m]

[m]

[m!]


4/19

3.7

+7(. '*7-&

/arga Re!tangular

@ [m] (7,>

b [!m] &>> /a

d [!m] .* @ [m]

5 [T7m] &*.7,+ b [!m]

5u [T7m] ',&7+> d [!m]

#s [!m;] -*7,, 5 [T7m]

#s min [!m;] (&7+, 5u [T7m]

#s [!m;] -*7,, #s [!m;]

#s min [!m;]

/arga Tra2e1oidal #s [!m;]

@ [m] (7,>

b [!m] &>>

d [!m] .*

5 [T7m] &&.7&&

5u [T7m] '>'7)-

#s [!m;] +(7.)

#s min [!m;] (&7+,

#s [!m;] +(7.)


5/19

DISEO DE UN ESTRIBO DE UN PUENTE

D#TOS

/ 'elo 2.00

/ ,o"mion 2.40

2.30

30

no P'ente 9.2 [m]

D 38.25 [T]

0.60L 25.85 [T]

ob"ea"a 0.6 [m]

0.50Aa 0.33

". %amion 1.83 [m]

8.27

12.67 T"ans ien 244

Lon ien 59

n. Des# ie 15

el.iento 100 [m] el iento 0.125

% 0.1 s'mido

1.00

: 1 ;lem "an'la"

Bra1o de Palan!a [m] 5omento estabili1ador 5E [T7m]

4.15 108.85 ? 4.15 ) 451.75

3.87 9.38 ? 3.87 ) 36.28

2.15 475.85 ? 2.15 ) 1023.07

3.50 154.56 ? 3.50 ) 540.96

5.67 193.64 ? 5.67 ) 1097.30

4.15 310.42 ? 4.15 ) 1288.254.43 9.38 ? 4.43 ) 41.60

6.33 161.37 ? 6.33 ) 1022.00

6.00 106.72 ? 6.00 ) 640.32

Total 6141.54

dro de 0uer1as

[T$m@]

[T$m@]

[A$m!]

[A$m!]

[T$m!]


6/19

0uer1as 4ori1ontales [T]

8 03

/ 3ia 0renado 0ri!!ion #2oCo Sismo

1594.28

1568.43

0.166 0.50 1594.28

156.843 1568.43

ro de 5omentosuer1as 4ori1ontales [T7m]

/ 3ia 0renado 0ri!!ion #2oCo Sismo

6279.35

6223.77

2.401 7.21 6279.35

923.511 6223.77

:' [Tm;]

43.12 24.76

42.81 24.35

43.41 24.76

54.55 24.35

: 6le=in [gm;] : !orte [gm;]15.44 3.22 Talon

8.60 5.02 Dedo

0.49 0.56 Para2eto

o de la Pantalla5 re!t [T7m] 5 triang [T7m] 5 [T7m] 5u [T7m]

&7,. (,7-* (.7+) +,7(.

'7+. (>7'- ('7., *+7>)

8 5 PosF4orarios


7/19

*7(- +>7*+ +*7.( &&'7>-

a Pantalla T"ans#e"sal

4 2.6

H+7(- &*7+(

H&>7-* '+7*,

(7)( -7(.

(&7+, (&7+,

del %ont"a&'e"te#s [!m;] (,>7->

)).7'-#s [!m;] )).7'-

#s min ).7&,

del Pa"aeto Diseo del D

>7)


8/19

&'7(>

)*7.'

'7',

ga Re!tangular /arga Re

'7(> @ [m]

&>> b [!m]

&+* d [!m]

(7.( 5 [T7m]

+7+, 5u [T7m]

&7'& #s [!m;]

**7>> #s min [!m;]

**7>> #s [!m;]


9/19

Em2ues 5omentosE Suelo 492.29 [T] 53 2079.10

E sobre!arga 46.63 [T] 53 sob 295.37E Total 538.91 [T] 53 Total 2374.47

0uer1as @ongitudinales

0renado 0.50 [T] 5 6renado 7.213iento en la Estru!tura

>"'o "'o


10/19

8 04 0SD

492.29 1.62

496.06 1.58

494.08 1.61

649.13 1.21

0S3

2079.10 3.02

2120.53 2.94

2101.14 2.99

3002.61 2.07

#s [!m;] #s [!m;]

-7.- ,*7>>

,7), ,*7>>

8 5 NegF#

4orarios


11/19

&)7.) ,*7>>

do


12/19

*)7**

tangular

&7>>

&>>

.*

'(7'*

(.7*(

&'7)-

(&7+,

(&7+,


13/19

[T.m]

[T.m]

[T.m]

[T.m]

[T.m]

[T.m]

[T$m][T.m]

a

[T.m]

[T.m]

[T.m]

[T.m]

[T.m]

[T$m!]


14/19


15/19


16/19


17/19

%a"a de iento sob"e la 'e"est"'t'"

BCDB

0 366 0 2

15 342 59 2

30 317 137 2

45 220 200 1

60 122 244 8

%a"a de iento sob"e %a"a i#a

BCDB

0 366 0

15 342 59

30 317 13745 220 200

60 122 244

n'lo dedes#iaiondel iento

%a"a T"ans#e"sal ? m! de"ea [A]

%a"a Lonit'dinal ? m!de "ea [A]

%a"a T"ans#"ea


%a"a T"ans#e"sal ? met"o[A]

%a"a Lonit'dinal ?met"o [A]


18/19

%a"a de iento sob"e

BC

4 0 0 149

5 29 15 131

0 59 30 122

1 78 45 98

3 93 60 51

15

15


e"sal ? m! de[A]

%a"a Lonit'dinal ? m!de "ea [A]

%a"a T"ans#e"sal ? met"o[A]


19/19

a"a i#a

B

0

18

36

48

57

%a"a Lonit'dinal ?met"o [A]

ESTRIBO de puente de hormigón

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