21 Lageplan Gleisbau Anlage 6.2_PL-GB-6-GLA-LP-006-01-P.pdf

[Seite 1]

88

55 66

44 33

77 33

aa

11

11 33 11 55

KKeelllleerrffeennsstteerr

• 0 + 6 7 7 vorh. Schienenstoß 200mm + 0 + 6 ,0 9 8 heraus A sc n h s n c e h i l d u e s n s rr + + 0 + 6 5 6 1 ,0 9 8 an 49E1 ee 0 + 6 4 4 2 ,0 9 8 HHBB mm PP ll ää rr rr + 0 + 5 3 4 ,7 6 1 6 6 0, 5 4 5 + 0 + 1 6 7, 0 6 5 + 0 + 1 6 7, 8 6 5 + 0 + + 0 + 5 7 8 ,0 5 9 + 0 + 5 8 6 ,0 5 9 ,0 9 8 lu=8,000 lg=9,000 lu=16,000 SStt r= ee 171,18 ii r 0 =nn17 u 4 = , 0 00bb0 üü HHBB hhlleerr SSttrraaßßee uu 1166 lg=11,345 AA uu 1100 RE lr=10,3 lu 0 = 5 10 1 , uu 3 :m 0 00 5 =1:412 RA HHBB lg=15,695 Gleis 11 r=8 u 0 = 0 0 ,000 vorh. Schie h n e e ra n u st s o A s ß c n h 2 s n c 0 e h 0 i l m d u e s m n s +0+502,298 2 x DN11 r 0 =5 u 3 = ,1 r 2 = 0 5 5 0 0,000 4 K 0 S 0 3 x 2 400x lg 1 = 0 1 6 4 0 ,000 HHBB GGrrüünngglleeiiss RA lr=8,00 lu 0 =8 1 ,0 :m 00 =1:400 RE r=170,000 u=2 r 0 =170,000 RE lr=8,00 lu 0 =8 1 ,0 :m 00 =1:400 RA Gleis 12 400x400x1060 KS33 r=802,900 + 0 + 6 6 8 ,5 2 + 0 + 6 7 6 ,5 2 8 + 0 + 6 8 7 ,8 7 2 + 0 + 6 9 5 ,8 7 2 an 60R1 21+ 2A 8 66 + m=1:400 RE 0 + 5 5 7 ,4 3 5 5 3 4, 7 6 5 + 0 + 5 3 4, 1 8 5 + 0 + 5 3 4, 9 8 5 + 0 + + 0 + 5 9 8 ,1 5 4 + 0 + 6 0 6 ,1 5 4 44 lr=10,000 lu= 1 1 : 0,000 21+ 2A 22 +0+526,955

55 +0+516,955

ee ßß

aa

rr

tt

ss

rr

hh uu 77

ff uu

ZZ

99 22 +0+713,165 9 3 7

5 4432575

9 3 5 0

9 3 2 5

9 3 0

0 4432600

9 2 7 5

9 2 5

0 4432625

9 2 2 5

7 7 7 7 7 7 7 4 4 4 4 4 4 4 5 5 5 5 5 5 5

4432625

4432550

Übergang an vorh. BLB herstellen 1.23 *) gem. B3-206.3 4432600 0 ,6 + 8 7 4432525 00 ,,66 ++ 66 11 ,,11 11

B3-320

r l a t a =

= 9 6 0 , 0 , 0 0 0 0 0 0 0 7 m m m

-9,000 ‰ ,0 4 3 o.A.

-8,800 ‰

r = 2350 m 66 66 00,, 55 44 ++ 55,, 00 B3-313 11 00 11,, 00 55 ++ 55,, 00 00 ,,55 ++ 88 66 ,,00 55 99 B3-2 l r a t 0 a = = = 5 . 1 - 3 3 0 0 5 , , 5 0 0 0 1 0 0 6 m m m 55

0

, 6 + 7 0 , Q E

5 1 1 2 , , 6 0 2 0 7 0 m ‰ N W = 3 0 8 ,1 9 0 m km = 0 ,6 + 7 6 ,4 3 5 1 -9 0 , , 0 6 0 0 0 8 ‰ m 10

0 , 6 + 8 6 , 9 6 2 ,608 m

N W = 3 0 8 ,0 9 5 m Q E 1 2 km = 0 ,6 + 8 7 ,0 4 3 Anschlussneigung 5 4 7 9 2 0 0

B3-311a l a ta = = 9 0 , , 9 0 8 2 7 1 m m Übergangsstoß B3-320 0 1 2 1 59R2-49E1

r = 2000 m -6,000 ‰ -12,000 ‰ , 6

3 1

0 , 3 1 2 ,5 ,4 0 6 0 3 ‰ m N W = 3 0 8 ,7 3 8 m km = 0 ,5 + 3 4 ,7 6 1 1 3 0 8 , , 0 2 0 5 0 0 ‰ m 8 2 4 , 0 4 + 5 , 0 7 E Q 4 , 0 7 + 5 , 0 E Q 1 3 0 8 , , 0 2 0 l a 5 t 0 a 0 = = ‰ m m 0 2 1, 9 0 3 = W N 1 -0 6 1 1 0, 3 7 + 5, 0 = mk , , 0 0 5 - 6 0 6 1 4 0 , , 0 7 m m 0 9 0 7 ‰ m 28 0 , 5 + 9 2 , 7 6 Q E 26-2 51,797 m N W = 3 0 8 ,8 1 0 m km = 0 ,6 + 2 4 ,8 0 8 51,627 m + 3 6 , 9 3 1 Q E 1 0 + 0 + 6 8 7 ,0 4 3 5 4 7 9 3 7 5 5 + 1 6 , 9 Q E 7 6 8 4 9 308.37 3 3 0 0 8 8 . . 3 4 3 5 3 3 0 0 8 8 . . 2 4 8 0 3 3 0 0 8 8 . . 2 3 4 6 0 5 4432500 5 3 308 3 . 6 7 0 0 0 3 . 4 1 308.626 u=25 308.716 308.723 308.647 0 7 .1 0 7 .1 A2 +12 A 2 2 3 +12 RE 3 3 0 0 8 8 . . 3 6 7 A 0 8 5 8 0 2 9 . 7 + 4 0 308 lr . = 69 1 6 0,0 lu A 0 = 2 0 1 + 0 1 3 ,0 :m 00 =1 3 3 0 : 0 4 8 8 . 0 1 . . 7 0 7 8 0 2 0 3 T 1 B 3 3 0 0 8 8 .8 . 3 3 7 3 0 0 1 8 8 . . 7 8 3 4 1 0 3 1 9 8 0 . 8 7 . 6 8 T B + R 0 1 0 A 30 3 8 0 3 . 8 3 7 0 . 0 6 8 8 8 2 4 . . 9 1 7 1 9 3 3 0 3 0 8 0 8 . 8 8 .7 . 8 7 6 87 3 3 0 0 8 8 . . 9 8 3 1 30 3 8 3 0 . 0 8 8 8 9 .9 . 0 7 1 9 3 3 0 0 8 8 .9 .7 0 8 3 3 0 0 8 8 . . 9 8 7 5 24 3 3 3 0 0 0 8 8 8 . . 9 3. 9 . 1 0 7 6 1 9 0 R 3 3 0 A 3 0 9 0 3 8 . 8 0 . 0 8 . 8 1 9 9 . 0 9 0 79 3 3 0 0 8 3 l 8 r . 0 . = 9 8 8 7 8 5 .9 ,0 94 0 lu 0 3 3 = 0 0 8 8 8 1 . , 3 9 . 0 : 8 0 m 8 0 6 9 0 = .0 3 3 1 1 0 2 0 : 0 9 4 8 . 5 . 0 0 9 5 0 3 308.946 RE 3 3 0 0 8 9 3 . 3 . 0 9 0 0 9 5 3 8 . 7 4 0 .8 1 9 3 3 3 0 0 3 0 9 8 0 8 . . 9 0 9 . . 9 9 7 0 6 4 6 3 1. 7 5 u=20 3 3 0 0 9 8 .0 . 3 9 7 0 5 9 3 3 .0 0 0 5 9 8 6 . . 1 9 1 9 R 3 E 08.982 3 3 0 l 0 r 9 = 8 .0 . 8 3 9 8 0 , 6 0 9 3 3 0 l . u 0 0 0 0 8 6 9 = . 0 . 9 8 0 1 7 9 ,0 :m 00 =1:400 308.97 3 3 8 0 0 9 8 .0 .9 R 8 6 3 A 3 3 0 0 0 8 8 9 . . 9 . 9 0 7 4 6 2 5 7 .1 0 9 .2 0 0 .2 3 3 0 0 9 8 .0 .9 4 6 0 1 3 3 0 0 9 8 .0 .9 7 5 3 3 0 0 8 9 . . 9 0 1 3 309.018 3 3 0 0 9 8 .0 .9 7 5 3 3 0 0 8 9 . . 8 0 8 0 3 3 0 3 0 8 0 9 . 8 . 8 0 . 9 9 6 7 4 3 3 0 0 8 8 . . 8 9 6 8 308.958 3 3 0 0 9 8 .0 .9 4 2 3 3 3 3 0 3 0 0 0 8 0 8 8 8 . 8 . . 9 8 . 8 . 8 5 9 7 6 3 5 0 5 7 .1 0 9 .2 5 7 .1 5 6 .1 5 2 .1 3 3 3 0 0 0 8 8 8 . . . 9 8 8 3 5 37 3 3 0 0 8 8 . . 8 9 0 2 3 3 3 0 0 0 8 8 8 . . 9 . 8 8 1 3 98 3 3 0 0 8 8 . . 9 8 0 2 3 3 0 0 8 8 . . 7 8 u 7 9 =0 3 3 3 0 0 0 8 8 8 . . . 8 7 7 7 9 75 3 3 0 0 8 8 . . 7 8 4 6 308.834 3 3 0 0 8 3 8 3 . 0 . 0 7 8 8 8 2 4 . . 8 7 3 5 3 3 + 3 0 + 6 4 6 0 0 0 8 8 8 . . . 7 8 7 1 3 29 308.794 3 3 3 0 0 0 8 8 8 . . 7 . 7 6 9 1 98 3 3 0 0 8 8 . . 6 8 8 0 308.743 3 3 0 0 8 8 . . 7 6 4 6 3 3 0 0 8 8 . . 6 7 5 7 308.684 3 3 3 0 0 0 8 8 8 . . 6 . 6 5 9 1 98 3 3 0 0 8 8 . . 6 7 2 4 308.627 3 3 0 3 0 8 0 8 . 8 . 6 5 . 4 7 6 1 5 7 .1 3 0 9 .2 08. 3 5 6 . 5 1 5 0 2 .1 9 8.578 308.509 3 3 0 0 8 8 . . 5 3 5 9 0 1 8. 3 4 3 0 8 0 8 8 8 l . u . 5 6 = 4 6 8, 3 0 0 0 8 0 .467 30 3 3 8 3 0 0 . 0 8 4 8 8 . 4 . 4 5 . 6 4 8 3 5 23 3 3 0 0 0 3 8 8 8 0 . . 4 5 . 8 6 6 0 . 2 4 6 25 308 + 0 . + 6 7 4 8 ,6 4 3 03 3 3 3 0 0 0 8 8 8 . . 4 4 .3 8 0 88 3 3 0 0 8 8 .4 .5 6 8 3 3 3 0 0 0 3 8 8 8 0 . . . 4 3 3 8 3 7 5 .3 4 45 3 3 0 0 8 8 .4 .5 1 3 30 3 8 0 .3 8 3 .3 0 06 3 3 3 0 0 0 3 8 8 8 0 . . 3 3 . 8 2 8 0 . 8 2 3 9 lu 7 3 = 0 8 8 3 . , 4 0 0 9 8 0 . 0 2 3 6 0 4 8.268 308.24 3 3 3 0 0 8 8 .3 . 3 2 2 0 4 3 8 0 . 8 2 . 3 2 5 22 308.211 3 3 3 3 0 0 0 0 8 8 8 8 .1 . . . 2 1 1 9 7 9 7 0 8 308.1 K 6 S 0 34 u 5 2 .1 =0 3 3 0 0 8 8 . . 2 1 2 4 .1 0 5 .1 2 8 .2 3 3 0 0 3 8 8 0 . . 0 8 0 9 . 9 1 5 0 0 5 6 1, 3 1 7 + 0 + 3 3 0 0 8 8 . . 0 0 6 7 0 4432575 308.686 ,2 7 4 lr=10,000 lu= 1 1 : m 0, = 0 1 0 5 : 0 2 4 . 0 1 0 01 3 3 . 0 0 3 8 8 . . 6 5 8 9 1 6 52 R .1 E 308.600 308.603 308 2 .6 1 06 03.1 Ansc S hl c u h s a s c a h n t d g e e r p S la U n N ten 5 2 9 ,0 ,4 0 7 0 9 ‰ m N W = 3 0 8 ,6 6 1 m km = 0 ,5 + 5 7 ,4 3 5 1 3 0 8 , , 0 1 0 8 0 8 ‰ m 1 3 0 8 , , 0 1 0 8 0 8 ‰ m 3 4 0, 9 0 3 = W N 6, 5 9 + 5, 0 = mk 5 -6 1 , , 0 4 0 7 0 9 ‰ m 26 - 5 6 1 , , 0 4 0 7 0 9 l ‰ r a t m a = N W = = = 3 0 8 ,7 3 4 m 1 km - = 0 ,6 + 4 4 0 7 0 - ,1 0 1 5 1 5 , , 2 1 0 0 0 2 , 1 , 0 9 5 5 1 3 0 m m 2 m 0 m 2 ‰ 6-1 B3-311a - 5 1 2 0 , , 9 5 3 0 2 0 m ‰ N W = 3 0 8 ,1 7 8 m o km = 0 ,7 . + 0 ,0 3 4 A 1 -9 . 3 , , 0 1 0 3 0 2 ‰ m 1 -9 3 , , 0 1 0 3 0 2 ‰ m m 0 6 0, 8 0 3 = W N 5 6 1, 3 1 + o 7, 0 .A 5 6 1, 3 1 + 7, 0 = mk . - A 7 n ,9 s 0 c 0 h l ‰ ussneigung Ausschreibung Gleisbauteil 1, Anlage 10.2 m 2 2 r = 2350 m lta= 9,400 m a = 0,019 m r = 2000 m l a ta

= 1 -0 6 , , 0 0 6 0 4 0 m

m 4432550

B3-311a

01 Einarbeitung Prüfanmerkungen

00 B3-313 00

55,, ,,66 Nr. Art der Änderung Datum Name

4432475 55,, 77 66 ++ ++ 22 66 ,,11 88 33

77 77 Die Planung basiert auf folgendem Lage- und Höhensystem:

Gauß-Krüger Zone 4 // Höhe ü. NN (DHDN 1912 / Status 100)

00 ,,55

++

3 22 B 3- 3 1 88 ,,66 66 66 Stadt Nürnberg

ß Umgestaltung Plärrer

o

Ü b

er g

E

a

1

n s - s 5 t 9 R

B

2 3- 2 0 5. 1 00 ,,55

++ 11 4 9 66 ,,99 Auftragnehmer: Im Auftrag von: 55

00 ,,55

++ 11

55 A

n F N V V ü ü A e r r r G t n k

h e b e h e r r r S s g

t A

ra k

ß ti

e e n

1 g

4 e

0 sellschaft

33 90429 Nürnberg ,,44 s Ort, Datum 88

88 c

h Erstellt durch: Verkehrsanlage Schiene 6

l Bauteil: Lph:

u

s

5 s 1 7 M = 1 : 200 PL-GB-6-GLA-LP-006-01-P Index: 01 9

B 7

4 5

l Datum Name

a

Lageplan

t t

bearbeitet:

5

Blatt 6

gezeichnet:

4432525

geprüft:

0 5 0 5 0 5 0 5 5 2 0 7 5 2 0 7 3 3 3 2 2 2 2 1

5 4 7 9

5 4 7 9

5 4 7

9 4432475

5 4 7 9

5 4 7

9 4432500

5 4 7 9

5 4 7 9

5 4 7 9