HWS-Wand Waldenb Pläne Bewehrungsplan_Abschnitt 19 - 21.pdf

[Seite 1]

11 66 22 11 66 ee == 11 00 cc mm ll== 44 ..55

22 mm 55

6 22 40 88 11 2 22 8 1 6 e = 645 ee == 11 00 cc 1 mm 0 .0 ll== c m 1 2 11 ..44 1 44 6 mm o b e n

• u n te 69 65 e = 1 0 c m l= 3 40

0. 0c m n 21 21 .1 0 m = 1 89 6 e 69 1 7 65 6 1412 e=10.0cm

m

0c 0. m = 1 1 0. 0c 7 1 2 e mm = 8 3 8 2 0 e e = 9. 5c m 4 3 88 77 ..44 == ll mm 1 3 9 1 6 = 1 0. 0c m mm 99 66 cc 00 11 == 6 7 1 6 e ..00 == ll 88 ee 00 22 00 88 66 77 88

m

0c 0. 1 = e 0 m 8 2 2 2 2 3 1 6 e = 9. 5c 2 e = 1 0. 0c m 1 7 1 4 n d e h ec pr nts e eits n! 3 1 4 1 0 e = 1 0 .0 c m 7 1 6 e = 1 0. 0c m 2 9 2 8 2 8 1 o 6 b L e e a = n d n 1 + e g 0 r e . u 0 B n 33 n c e 33 t S m e t mm o c n n h d e e n LL c k aa k e dd nn u l ee gg n b rr ee g a BB nn u a ee s SS b tt oo cc l n nn hh g dd ee e ee nn cc kk kk ee uu ll nn bb gg aa uu aa ss bb ee ll nn iittss gg ee ee nn nn !! ttss pprr eecc hh ee nn dd 17 7 1.165 33.. == mm ll 11 00cc mm 2.13 == 99 ee 22 66 33.. 11 == 33 55 mm ll 88 00cc 22 == 11 ee 66 11 77 9 2 02.2 1 4 1 0 e = 1 0 .0 c m

02.2 3

96 4 40 1 4 1 2 e

1 0 c 1.325 m l= 2 .1 3 m

40

22 1 2

1 6 e = 1 0 c m l= 3 .1 0 m

5

40

8 2

1.165 177 2.165

9 2 556 4 1 4 1 2 e

1 0 69 c

m

89 l= 2 12 .1 3 m 21 89 1.36

4 9 1.36 1 .4 5 8 0 69

4 9

9 3. 7 7 48 Montageeisen

Draufsicht Kopfbalken

Abschnitt 19

m 3 22881100 ee==1100ccmm ll==11..4466mm > 7 5 c eif u n g gr er b 3 2. 2 0c m 40 0. 1 = 6 e 38 1 7 5 7 3. 3.315 mm 11 33 33.. == mm ll 00cc 1 7 6 .8 11 66 ee == 11 22 44 66 1412 e=10.0cm 5 4 9 48 7 1 9 2. Montageeisen 5 0 1 .4 8 4 9

Schnitt 2 - 2, lngs zur HWS-Wand

Abschnitt 20 und 21

Fr Abschnitt 21 ist die Lngenabweichung ber die bergreifungslngen an zu passen!

6.00

122 1308 e=50.0cm

87 6010 e=10.0cm

1

n e s ie e g a tn o M 93 12012 e=10.0cm innen + auen n e s

8 ie 6 e 1 9 n e u a + n e u a + g a tn o M n e n n i n e n n i 8 6 1 m m 9 c 0 .0 1 = > 60 cm c 0 .0 1 = e 2 1 8 9 bergreifung e 2 1 8 9 0 9 m g n 0 9 c u n e s ie 0 6 > fie rg re b n e s ie e e g g a a tn tn o o M M 8 8 6 6 4 4 9 9

95 12020 e=10.0cm innen + auen n n e e u u a a

• + n n e e n n n n i m i 8 6020 e=10.0cm c m c 0 .0 m c 0 .0 0 .0 1 = e m c 0 .0 1 = e 6 1 = e 6 6 9 4 1 = e 6 8 9 9 4 9 8 9 8 8 9 8 8 8 8 m m m m c c c 0 n c 0 .0 1 = e 2 1 4 1 n e u a + n e n n i 4 0 .0 1 = e 2 1 7 4 0 .0 1 = e 2 1 7 5 .0 1 = e 2 1 4 1 e u a + n e n n i 5 1410 e=10.0cm 3 7 48 Montageeisen 6 2816 e=10.0cm 6 2816 e=10.0cm 1410 e=10.0cm 3 bergreifung 6 1416 e=10.0cm innen + auen Montageeisen 48 7 2 116 e=9.5cm 216 e=9.5cm 2 1 6116 e=9.5cm 6 1416 e=10.0cm innen + auen innen + auen innen + auen 5 m 2 1 1. = m l 0c 1 = e 6 8 9 9 8

mm 88 00 ..11 == nn nn ll mm ee ss ee ss cc 00 11 iiee ee gg m iiee ee gg mm == aa 1 aa 00 ee 00 11 ttnn oo MM 7 .2 = ttnn oo MM 88 ..22 == 00 66 l m ll mm mm c 0 mm cc 00 77 11 1 00 11 88 77 = 88 == ..22 == e 2 ..22 == ee 00 ll 88 1 0 ll 88 22 00 22 2 22 22 11 1 11 11 Abschnitt 19 0 + 1 11 3 44 55 0 5 99 9 99 99 ,6 5 m 0c 0. 1 = e 1 2 m

1 0 3

9 8 2 e = 1 0. 0c 112222 11330088 ee==5500ccmm ll==00..5522mm 7 6 1 m Abschnitt 20 3 0c 9 0. = 1 mm 7 2 2 1 0 e = 1 0. 0c 4 m 9 6 e = 1 0. 0c m 9 5 7 6 2 0 e 99 88 11 22 ee == 11 00cc mm ll == 33.. 22 44 b M e 1 r s : 1 ic 0 h 0 t Abschnitt 19 - 21 8 9 00

8 99

m Abschnitt 21 Montageeisen 68 91 0. 0c 1 = e 6 9 8 m 8 8 1 0. 0c = e 2 1 4 4 3 m 9 0c 0. 1 = e 0 2 4 4 5 9 0 + 1 2 3 ,6 4

9 8 .4

0 8

75 cm 53 14 45

45

m 0c 0. 5 = e 0 8 m 8 0c 2 0. 1 2 = 1 0. 0c m 9 8 1 2 e = 1 38 1 0 e 9 0 8 3 7 8

7 45 38 7 45 m 0c 0. 5 = e 8 0 5 2 2 1 53 m 4 0 1. = m l 0c 1 = e 6 6

9 1 88 88

92 88 08.2 39 34 0 4 m 1. = m l 0c 4 9 39 6 e = 1 6

Draufsicht Kopfbalken 1 9 Abschnitt 19

m 5 0 0c 0. = 1 94 68 e 6 4 9 Montageeisen

8 9 4 9

5 7 7 3.

8 91 68 Montageeisen 17.2 17.2 08.2 8 m 0c 0. m 1 6 e = 1 7 9 8 .2 = l m c 0 1 = e 2 m 1 > 6 0 c eif u n g 0 2 1 er gr 3 b 9

6 7 5 3. 1 2 2. 3.24 1 7 6 .8 1.10 177 4 9 Montageeisen 68 94 0 2 2. 5 0 mm 33.. 22 55 2.15 == 4 9 00cc mm ll 11 == ee 22 11 88 99 33

00 11

m 8 0 87 6010 e=10.0cm .1

l m c 0 1 = e 0 1 0 2 1

7 8

m mm m m c 0 c 0 .0 1 = e mm ll == 11.. 00 44 m l = 1. 1 2 .0 2 cc c 5 1 00 0 = 0 11 1 e 2 == = 8 1 66 ee 6 e 2 3 9 99 22 9 6 2 33 1 1 8 8 mm 11 77 ..22 == ll 88 22 22

11 99 m c 0 .0 1 = 112222 22660088 ee==5500ccmm ll==00..5522mm e 0 2 0 2 1

5 9 m mm m c 0 .0 1 = e 2 1 9 4 8 c 0 .0 1 = e 0 2 0 6 m c 0 .0 1 = e 2 1 9 4 mm 00 88 ..22 == ll 88 00 88 ..22 == ll mm cc 00 11 == ee 00 22 00 22 44 0 0 22 22 9 9 44 55 99 99 m m nn c 0 .0 1 = e 6 1 7 7 1 6 e = 1 0. 0 c mm 99 66 ..00 == ll 88 66 11 ee ss iiee ee gg aa ttnn oo MM 6 6 77

1 6116 e=9.5cm

6 2816 e=10.0cm

mm 66 44 ..11 == ll mm cc 00 11 == ee 00 11 66 55

33

44 22881122 ee==1100ccmm ll==22..1133mm 53 38

53 m 8 0 .1

l m c 0 88 92 1 = e 0 1 0 2 1

7 8

mm 8 11 77 8 ..22 == ll mm cc 00 11 == ee 22 11 00 44 22

33 99 7 45 38 7 45

m 8 7 .4 = l m c 0 1 = e 0 2 0 2 1 88

22 881166 ll==33..1100mm

11 1122221166 ee==1100ccmm ll==44..5522mm

55 55661122 ee==1100ccmm ll==11..4444mm 02.2

38 02.2 08.2 17.2

645

40 40 96

21 65

96

65 96 34

39 39

m 8 7 .4 = l m c 0 1 = e 0 2 0 2 1

66 16816 e=10cm l=3.31m

98

21 08.2

1.36

12

96 m 2 1 1. = m l c 0 1 = e 6 6 45 45 9 1 99 88 14

16816 e=10cm l=3.31m

3.315 9900 3399221122 ee==1100ccmm ll==33..2244mm

3.24

40 21 89 89

69

1.36

40 40

1.325 556

40 17.2

Schnitt 1 - 1, quer zur HWS-Wand

Abschnitt 16 bis 18

49 50 49

5 1

g 5 9 m c n u 8 .4 0 6 > fie rg re b

0 8

nderungen

Index Datum Name Signum Bemerkung 30 88 30 a 21.10.2022 Meinicke nderungen nach Prfstatiker 1.48 Auftraggeber

LLaannddeessttaallssppeerrrreennvveerrwwaallttuunngg ddeess FFrreeiissttaaaatteess SSaacchhsseenn

LANDESTALSPERREN Betrieb Elbaue / Mulde / Untere Weie Elster VERWALTUNG SACHSEN Alle Mae sind am Bau zu prfen! Auftragnehmer G.U.B. Ingenieur AG Geotechnik Umwelttechnik Bautechnik 08056 Zwickau, Katharinenstrae 11 Telefon 0375/ 27 17 5 0 Telefax 0375/ 21 21 17 Internet www.gub-ing.de E-Mail info@gub-ing.de

Lagebezug: RD 83 Hhenbezug: DHHN92 Hochwasserschutzanlage: Kopfbalken:

Landkreis: Zwickau Gemeinde: Waldenburg Beton: C30/37 LP Beton: C30/37 LP Gemarkung:Waldenburg, Kertzsch Flurstck:

XA1, XC4, XF3, XM1 XA1, XC4, XF3, Datum Name Unterschrift Hochwasserschutzmanahme Zwickauer Mulde

Waldenburg, M 1010 Stahl: BSt 500 (S) Stahl: BSt 500 (S) Gezei.18-05-08 Keler

Fluss-km 58+212 bis 58+920

Betondeckung: nomc = 60 mm Betondeckung: nomc = 60mm Bearb.18-05-07 Adler

Bewehrungsplan HWS-Wand Abschnitt 19 - 21

nomc oben = 50mm Gepr. 18-05-09Seidel

AAuuffttrraaggssnnrr..:: 5.263.8051.001 PPllaann--NNrr..:: G I.I.3.10.2 a MMaassttaabb ((mm,, ccmm)) BBllaatttt 11 PPhhaassee:: AAuussffhhrruunnggssppllaannuunngg EErrss.. ff..:: 1 : 25 / 1 : 15 /1 : 100 11 BBll..