HWS-Wand Waldenb Pläne Bewehrungsplan_Abschnitt 28 - 30.pdf

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6 02.2

38 02.2

40

n e nt u

• n e b o 5 1.32

21 89 21 98 69 1.36 40 645

1

3 6216 e=10cm 40 1410 e=10.0cm 1.36 l=4.52m 69

m 8 2 7 .4 = 216 e=9.5cm l m c 0 1 = e 0 2 0 6 88 40

m c 0 0. 1 = e 6 1 m 2 8 3.3 51 c 6 0 0. n 1 e = nt e u 6 + 8 1 n 2 e b o 6

m c 0 0. = 1 75 e 6 75 1 7 2 m 6 179 c 0. 0 179 1 = e 0 2 7 2

8 3

6

2.65 2.64 3 1410 e=10.0cm 56 1 6216 e=10cm 89 l=4.52m 21 56

69

69

65

6

m c 0 0. 1 = e 6 1 7

m c 5 9. = e 6 1 8 2 1 96 40 44 11441122 ee==1100ccmm 5 m 8 ll==22..1133mm 0 .1

55 l m 40 22881122 ee==1100ccmm ll==11..4444mm c 0 1 = e 0 1 0 6

21

7 48 22 Montageeisen 441166 ee==1100ccmm 5 1412 e=10.0cm ll==33..1100mm mm 66 m 8 44 7 ..11 .4

c m == ll mm = l m 0 3. 2 9 7 1 2 e = 1 0. mm 99 66 ..00 == ll 88 cc 00 11 == ee 00 11 88 c 0 1 = e 0 2 0 4 88 22 6 m c 77 33

0 0. = 1 m e c Draufsicht Kopfbalken 1 6 0. 0 7 1 =

e Abschnitt 30 1 6

m 7 c 0 0. 1 = m

8 3 3 2 0 e > 7 5 e r c

g m

r eif u n g 3. 2 8 3 1 0 e = 1 0. 0 c

b 3 7 8 m c 0 0. 1 = e m 1 2 c 6 5 6 9. = 3 6 e mm 9 3 4 1 33.. 33 11 2. 7 1 179.1 1 cc mm ll == 00 11 == ee 66 11 00 77 66 m c 0 0. 1 = e 0 1 7 2 7 216 e=9.5cm 8 M ontageeisen 2 0. 0 c m 2. 7 0 48

1 e 7 2 1 7 4 mm 5 00 49 50 1412 e=10.0cm ee == 11 00 cc mm ll == 33.. 44 00 cc mm ll == 33.. 33 99 mm 1.48 77 11 66 66 ee == 11 49 22 77 11 66 33 66 53 mm 11 11 11.. == mm ll cc 00 11 == ee 66 88 99 99 88 14 38 4 54 88 92 4 54 2.71

mm 00 88 22..

mm ll mm 00 cc 11 11 9 77 == 8 ..22 == 00 ee

ll 88 00 22 m 22 22 c 11 11 0 1 0. 8 8 11 55 e = 99 99 6 9 m 4 c 0 0. 1 = e 0. 0 c m 9 8 6 45 7 38 7 45 1 = e 2 1 8 9

0 9

m c 0 0. 1 = e 0 2 6 6 5 m 9 c 0 0. 1 = e 2 1 8 9 3 60

1 1

m 0 c m 0. 0 c m 6 e = 1 e = 1 0. 1 0. 0 c 9 4 9 5 4 2 0 1 2 e = 8 4 5 5 m 9 3 c 9 0 0. 1 = e 6 8 8 9 0 c m 2.645 8 0. 5 = mm 8 e 22 55 1 3 0 mm ll == 33.. 2 2 00 cc 1 11 == ee 22 11 88 99 33 11 11 08.2 34

5

17.2 mm 33 00 11.. == mm ll cc 3 58 11 00

ee 66 66 99 11 88 88 2.80

mm 11 77 22..

mm ll 00 cc mm 11 00 == 88

22 ee ..22 == 00 11 ll 88 22 22 11 11 33 44 99 99

112222 11330088 ee==5500ccmm ll==00..5522mm

3.24 mm 44 22 33.. == mm ll cc 00 11 == ee 22 11 88 99

00 99

179 53 m 8 0 Abschnitt 28 0+159,64 .1

l m c 0 1 = e 0 1 0 6

77 88

49 38 bersicht Abschnitt 28 - 30 M 1 : 100

50

49 Abschnitt 29 94 68 Montageeisen

91 68 Montageeisen

Abschnitt 30 5 8 2 3.

Draufsicht Wand

Abschnitt 30

3. 2 9 5 0+177,65

m c g > 6 0 eif u n gr er b 179.1

1 7 2.

5 9 6 2.

48 91 Montageeisen 49 48 94 50 Montageeisen

49

08.2 34 5 38 5 38

40

40 56 mm 88 00 ..11

ll mm cc 00 11

ee 00 11 00 22 11

77 88

122 2608 e=50cm l=0.52m

40 40

645

3.315 5 122 2608 e=50cm l=0.52m

40

5 5612 e=10cm l=1.44m 17.2 14

5 44 5 44

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

33 99

7

38 7

mm 99 66 ..00 == ll 88 66 11

77

mm 00 11 ..33 1.36 == ll mm 12 cc 00 11 == ee 66 11 88 11 1122001166 ee==1100ccmm ll==44..5522mm 22

5 5612 e=10cm l=1.44m

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

66 1166881166 ee==1100ccmm ll==33..3311mm 96 87 6010 e=10.0cm

mm mm 33 11 00 11 m == 11..

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

1 9

m c 0 .0 1 = e 0 45 45 2 0 2 1

5 9

mm 00 m 88 m 0 c m ..22 == c 0 .0 1 = e 6 0 2 0/ 1 c 0 .0 1 = e mm 00 88 ll mm cc 00 11 == 2 1 8 2 1 ..22

ee 00 9 4 9 4 mm ll 88 22 00 88 44 44 77 22 22 0 0 ..44 9 9 == 44 55 ll mm 99 99 cc m m 00 11 c c == 0 0 ee .0 0. 00 1 1 22 = = 00 e e 22 6 6 11 1 1 7 7 88 6 6

1 6016 e=9.5cm 6 2816 e=10.0cm 21 65 33 55661100 ee==1100ccmm ll==11..4466mm

69

1.36 96 m 1 7 .2 = l 8 4 2

21

65 96 m 1 7 .2 = l 8 4 2

1 9

21 53

98 96 38

89

90 39212 e=10cm l=3.24m 02.2 08.2

38

90 39212 e=10cm l=3.24m 02.2 53 88

40

3.24 17.2

Alle Mae sind am Bau zu prfen!

Regeldetail Vertikalfuge Hochwasserschutzanlage:

M 1 : 15 Beton: C30/37 LP

XA1, XC4, XF3, XM1

Stahl: BSt 500 (S) Betondeckung: nomc = 60 mm 124 6 e=10.0cm 126 6 e=10.0cm Kopfbalken: Beton: C30/37 LP 28 91 91 28

XA1, XC4, XF3,

Stahl: BSt 500 (S)

2 Betondeckung: nomc = 60mm 28 91 91 28 nomc oben = 50mm

126 6 e=10.0cm

124 6 e=10.0cm

50

Schnitt 2 - 2, lngs zur HWS-Wand

Schnitt 1 - 1, quer zur HWS-Wand Abschnitt 28 und 29

6.00 Abschnitt 23 und 24 Fr Abschnitt 29 ist die Lngenabweichung ber die bergreifungslngen an zu passen! 122 1308 e=50.0cm 1.48

49 50 49 87 6010 e=10.0cm

1 1 n e s 92 ie e g a tn o M

8 6

1 n e 9 s 93 12012 e=10.0cm innen + auen ie e g a tn n n o e e M u u a a

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

3 7 .5 5. 7 2 8 6 4 n e 9 95 12020 e=10.0cm innen + auen s ie e g a tn o M

8 6 n n e e u 4 u a a + n 9 + n e e n 8 6020 e=10.0cm n n n i i m c m m c 0 .0 1 = 0 .0 1 = e 6 m c 0 .0 1 = c 0 .0 1 = e e 6 9 4 e 6 6 8 8 9 9 9 9 4 8 8 8 9 8 8 8 m 0 8 0 8 m c 0 .0 1 = e 2 1 4 1 n e s ie e g a tn o M m c 0 .0 1 = e 2 1 7 m c 0 .0 1 = e 2 1 7 c 0 .0 1 = e 2 1 4 1 n e s ie e g a tn o M 4 4 5 5 1410 e=10.0cm 3 7 48 Montageeisen 6 2816 e=10.0cm be > rg 7 re 5 i f c u m ng 6 2816 e=10.0cm 1410 e=10.0cm 3 7 48 Montageeisen Index Datum Name Signum Bemerku n n d g erungen 6 1416 e=10.0cm innen + auen 6 1416 e=10.0cm innen + auen a 21.10.2022 Meinicke nderungen nach Prfstatiker 216 e=9.5cm 2 2 216 e=9.5cm Auftraggeber innen + auen innen + auen LLaannddeessttaallssppeerrrreennvveerrwwaallttuunngg ddeess FFrreeiissttaaaatteess SSaacchhsseenn LANDESTALSPERREN Betrieb Elbaue / Mulde / Untere Weie Elster 89 1 6016 e=9.5cm VERW SA A C L H TU SE N N G 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 Landkreis: Zwickau Gemeinde: Waldenburg Gemarkung:Waldenburg, Kertzsch Flurstck:

Datum Name Unterschrift Hochwasserschutzmanahme Zwickauer Mulde

Waldenburg, M 1010

Gezei.18-05-08 Keler

Fluss-km 58+212 bis 58+920

1.325 Bearb.18-05-07 Adler

Bewehrungsplan HWS-Wand Abschnitt 28 - 30

Gepr. 18-05-09Seidel

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