HWS-Wand Waldenb Pläne Bewehrungsplan_Abschnitt 34 - 36.pdf

[Seite 1]

1.20

38 08.2 n e s ei e g a nt mm M o 88 00 ..11 6 8 == ll mm 4 cc 9 00 92 11 == ee 00 11 88 55 7 8 1 9 m 6 e = 1 0. 0 c mm ll == 11.. 11 11 mm nn ee ss iiee ee nn ee ss iiee ee gg m 5 0 00 66 ee == 11 00 cc 38 34 gg aa ttnn oo MM aa ttnn oo MM m l = 2. 7 6 11 55 mm mm 66 1 0 c 99 385 00 88 ..22 77 ..22 == 2 e = == ll 88 ll 88 55 1 6 1 m 55 11 1 c 11 1 0. 0 44 44 11 1 5 2 e = 0 3 m 99 11 1 1 0 0 1 m l = 1. 9 0 c 1 1 1 = e 6 0 122 308 e=50.0cm 1 0 m 8 0 c 8 0. 1 912 e=10.0cm 115 2 e = 1 0 920 e=10.0cm 95 1 5 4.23 2 1 m c mm 0 33 1 0. 44.. 22 = m == 38 94 114 38 8 7 4 8 1 0 9 e 5 4 9 2 0 e = 1 0. 5 0 c 4 9 1 2 e = 1 0. 0 c m 1 1 0 8 e = 5 0. 0 c m 11 99 11 00 00 11 22 ee == 11 00 cc mm ll 87 1010 e=10.0cm 1 1 2 2 11 1 mm 95 1020 e=10.0cm 77 88 22.. == 115 1012 e=10.0cm cc mm ll 00 11 == ee 22 70 11 00 89 89 61 38

22 11

55 45 34 11 54 90 112200 55001122 ee==1100ccmm ll==22..6644mm 9988 1100001122 ee==1100ccmm ll==11..6644mm 67.2 88

m 3 0 1. = m l c 0 1 = e 6 14 0 0 1 8 445 8 445

122 1408 e=50cm l=0.52m

45 53 38 5 9

122 1408 e=50cm l=0.52m

7

5

745 53 m 0 8 .2 = l m c 0 1 = e 0 2 6 1 1 5 1 1 08.2

Schnitt lngs zur HWS-Wand

Abschnitt 36

122 808 e=50.0cm 87 3510 e=10.0cm Sthle an oberer Schalkante ausrichten! 1

n e s ie e g a tn o M n e 8 6 117 7012 e=10.0cm s ie e 6 n innen + auen, g 1 1 e u a + S S t c h h le a lk a a n n o te b e a r u e s r r ichten! a tn o M n e n 8 n 6 i

6 m 1 c 1 0 .0 1 n = e e s ie 2 1 e 2 g 0 a 1 tn o 8 M 1 1 g 49 2 8 m n 6 0 6 c u 0 m .5 0 fie .5 0. 0 c m 50 4 9 6 > rg re 4 8 1 2 e = 1 0 e = 1 0. 0 c 49 b 5 2 1 4 8 n 1 e 5 s 9 ie 88 1006 e=10.0cm e g a tn n 95 7020 e=10.0cm o M e u a innen + auen 114 68 Montageeisen 7 + n 8 6 e 8 n 4 n 9 i m c m m 0 c 8 3520 e=10.0cm c 1 0 0 2.76 /6 2 1 /6 1 /6 0 1 1 1 5 5 8 9 9 m 8 8 8 m 6 0 7 Draufsicht Kopfbalken 8 .2 = 2. Abschnitt 34 5 = l m c m l m c 0 1 = e 0 2 6 1 1 1 1 6 1 2 e = 1 0 0 8 c 0 .0 1 = e 2 1 4 1 n e u a + n e n n i m c 0 .0 1 = e 2 1 7 m c 0 .0 1 = e 2 1 7 0 8 5 9 5 4 4 1410 e=10.0cm 3 7 48 126 2816 e=10.0cm 126 1416 e=10.0cm 3 1410 e=10.0cm 1 3716 e=9.5cm innen + auen 120 5012 e=10.0cm 1 2 5 9 4 Montageeisen 68 94 .6 98 0 5 10012 e=10.0cm 68 114 Montageeisen 9 4 1.20

16 126 7 126 38 54

745

41 5 40

1.325

21 89 21 98

69 1.36 40 40 645 3.73 3.505 225

21 40 89 21 56 1.36 69 69

69

65

3.315

1.835 1.885 1.935 1.985 126 2.035 585 126 2.085 1.32 635 126 2.13 685 126 2.18 73 126 2.23 78 2.28 126 83 2.33 126 2.375 88 126 2.425 93 126 2.475 126 1.03 126 2.57 1.08 126

1.13 126 5 126 75 1.225 126

1.25

Schnitt lngs zur HWS-Wand

Abschnitt 35

2 5.98 2

122 1308 e=50.0cm

87 6010 e=10.0cm Sthle an oberer Schalkante ausrichten!

1 1

n e s n e s ie e g a n e u a + 115 1 i S n 2 t n h 0 e l 1 e n 2 a + e n a = o u 1 b e 0 e n .0 re c r m Schalkante ausrichten! n e u a + ie e g a tn o M tn n n o e e M n n 8 n n 6 i i 8 4 6 m m 1 4 c 0 c 0 1 1 .0 .0 1 1 1 = = e e 2 1 > 60 cm 2 1 0 0 0 bergreifung 0 1 1

0 0 9 9 g m n 2 6 9 .4 n e s ie e c 0 6 > u fie rg re b n e s ie 0 .5

g e a g tn o 95 12020 e=10.0cm innen + auen a tn M o M

8 6 8 6 4 9 4 9

n e u a + 8 5920 e=10.0cm n e n n i m m c m m c 0 c c 0 1 0 0 1 /6 0 1 /6 1 /6 /6 0 0 0 0 0 1 5 5 1

8 9 9 8 8 8 8 8 m m 0 8 5 c 0 .0 1 = e 2 1 4 1 n e u a + n e n n i 4 c 0 .0 1 = e 2 1 7 4 m c 0 .0 1 = e 2 1 7 m c 0 .0 1 = e 2 1 4 1 n e u a + n e n n i 0 8 5

75 cm 1410 e=10.0cm 3 7 48 Montageeisen 6 2816 e=10.0cm 6 2816 e=10.0cm 3 1410 e=10.0cm bergreifung 1 6116 e=10cm 6 1416 e=10.0cm innen + auen 6 1416 e=10.0cm Montageeisen 7 48 Montageeisen 96

86 18 86 40

556

40

02.2 38 02.2 86 905

86 86 475

86 86

39

86 86 76 86 86 44 11441122 ee==1100ccmm ll==22..1133mm

nn 55 ee ss 22881122 ee==1100ccmm ll==11..4444mm 33 22881100 ee==1100ccmm ll==11..4466mm iiee ee gg aa ttnn oo MM 11 3 1 6 410 2 e 8 = 1 1 6 0 . e 0 = cm 10 55

. 22

0 11

c 66

m

ee==1100ccmm ll==44..5522mm 22 44 11 66 ee == 11 00 cc mm ll == 33.. 11 00 mm

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

8811 441166 ee==550033ccmm ll==22..2277mm 8844 441166 ee==550033ccmm ll==11..8833mm

7 48 Montageeisen m 4 712 e=10.0cm c 0 0. 1 = 6 e 2 216 e=9.5cm 1 4 1 8822 441166 ee==550033ccmm ll==22..1122mm 8855 441166 ee==550033ccmm ll==11..7755mm 6 m c mm 0 e = 1 0 c m 6 e = 1 0. 0 c m 6 5 2 1 6 e = 1 0. 6 7 6 9 7 1 2 1 6 2 e 1 = 6 1 0 e . = 0 1 c 7 0 m . 3 0 c m 2 1 6 e 7 = 5 1 0. 0 c 2 m 1 6 e = 2 1 1 0 6 . 0 e c = m 1 0. 0 c m 88 88 77 ..44 == ll mm cc 00 11 == ee 00 22 88 55 8833 441166 ee==550033ccmm ll==11..9988mm 8866 441166 ee==550033ccmm ll==11..5544mm m 1 6 7 1 7 7 0 c 4 6 0 0. 8 1 1 = 0 e 8 1020 e=10.0cm 2 8 4 m 8 1 616 e=9.5cm 1 0. 0 c mm = 11 e 33 716 e=10.0cm 64 7 1 6 mm ll == 33.. 0 cc 8 11 00 == ee 66 11 22 44 66 8 1 m c 216 0 .0 8 2 1 = e 0 8 3 216 216 1 4 8 4 1 8 3 216 e=10.0cm 78 8 5 216 216 8 1 8 3 8 8 5 6 416 22 mm 712 e=10.0cm 4 2 1 6 8 2 2 1 6 4 2 2 1 6 mm ll == 22.. 44 22 mm 2 1 1 6 00 cc 22.. 55 6 ee == 11 mm ll == 22 mm 11 66 00 cc 22.. 66 6644 771166 ee==1100ccmm ll==11..3322mm 66 55 22 66 66 22 66 11 77 66 ee == 22 11 66 11 66 88 ee == 11 22 00 11 66 cc 66 99 mm ee == ll == 11 22 00 11 77 cc 66 mm 00 ee ll == == 11 22 22 00 .. 77 77 11 cc 11 mm 11 66 mm ee ll == == 22 11 22 .. 00 11 88 cc 66 22 mm mm ee == ll == 11 22 00 .. 66 cc 99 mm 22 ee mm == ll == 11 33 00 .. cc 00 mm 11 mm ll == 33 00 .. 11 cc 11 mm mm ll == 33.. 22 11 mm 33.. 33 11 mm 77 22 22 77 11 33 22 77 11 66 44 ee == 11 22 11 66 ee == 11 00 11 cc 66 mm ee ll == == 11 00 cc mm ll == 33 00 .. cc 44 mm 11 mm ll == 33.. 55 00 mm 33.. 66 00 mm 22 11 == mm 98 77 55 77 66 22 11 66 ee == 22 11 66 ee == 11 00 cc mm == ll 11 00 cc mm ll == 33.. 77 00 ee 77 66 77 22 11 mm 77 77 88 == 22.. 55 mm ll 1.17 00 cc 11 == ee 66 11 7799 771166 ee==1100ccmm ll==22..0000mm 11 44 00 88 86 1.48

5 1412 e=10.0cm

0 4 4. Draufsicht Kopfbalken m Abschnitt 34 c 0 0. 1 = e 6 1 2 62 5 58 6 1 5. 1 2 5 .8 216 e=10.0cm 66 216 e=10.0cm 68 216 e=10.0cm 70 1412 e=10.0cm 5 Montageeisen 48 7 8 4 216 e=9.5cm 2 .1 216 e=10.0cm 72 216 e=10.0cm 74 216 e=10.0cm 76

716 e=10.0cm 79

5 1.34

Regeldetail Vertikalfuge

M 1 : 15

124 6 e=10.0cm

126 6 e=10.0cm

28 91 91 28

2

91 28 28 91

126 6 e=10.0cm

124 6 e=10.0cm

50 n e s ie e g a tn o M m 6 7 .2 = l 8 2 1

bersicht Abschnitt 34 - 36

M 1 : 100 Abschnitt 34 0+195,66

Abschnitt 35 0 0 + + Abschnitt 36 2 2 1 1 1 0 ,1 ,9 7 3 53 38

n e s ie e g mm a 66 tn o 77 ..22 M == ll mm m cc 00 6 11 7 == .2 = ee 22 l 8 11 00 2 22 1 11 4 55 1 11 1 11

3.24 53 m 8 0 .1

l m c 0 1 = e 0 1 0 6

7 8

5 m 8 0 .1

l m c 88 0 1 = e 0 1 0 6

7 8

14

5 44 5 44

38

7 45 45 38 7

mm 88 77 ..44

ll mm cc 00 11 == ee 00 22 99 55 88

11 6116 e=10cm l=4.52m

44 11441122 ee==1100ccmm ll==22..1133mm 55 22881122 ee==1100ccmm ll==11..4444mm

04 5

6

6116 e=10cm l=4.52m

645

04 34

8416 e=10cm l=3.31m

04 38

6 8416 e=10cm l=3.31m

1.325

04 5

1.36 m 12 0 1 .3 = l 6 1 4

2 96 m c 0 .0 1 = e 0 2 0 2 1

5 9

mm 00 88 ..22 == ll mm cc 00 11 == ee 00 22 00 22 11

55 99

1

21 m 89 0 89 1 .3 = l 6 1 69 4 3.315 2

1.36 08.2 87 6010 e=10.0cm Sthle an oberer Schalkante auszurichten!

!n e th c iru z s u a e tn a k la h c m S c re 0 .0 1 = e re b o n 2 1 a e 0 lh 2 1 tS 5 1 1

m c 0 n .0 e 1 = s ie e e 0 g a 2 9 tn 5 o M 8 m 0 8 .2

l 8 2 1

4 9

6116 e=9.5cm 6 innen + auen

mm 66 44 ..11 == ll mm cc 00 11 == ee 00 11 88 22

33 40 67.2 92

m 3 0 1. = m m l c 0 c .0 1 0 5 = = e e 8 0 6 0 2 2 2 1 88 88

n e s ie e g a m m tn o c c M 0 0 .0 .0 1 = 1 = m e e 0 2 1 2 1 8 .2 0 0 = 5 5 l 8 2 0 0 1 9 9 4 9 m m c c 0 0 .0 0. 1 1 = = e e 6 6 1 1 7 7 6 6

40 67.2 m 3 0 1. = m l c 0 1 = e 6 0 0 2

2816 e=10.0cm

21 08.2 9 8

96 m 1 1 1. = m l c 0 1 = e 6 0 5 9 8

65

90 20012 e=10cm l=3.24m

56 m 1 1 1. = m l c 0 1 = e 6 0 5

96 122

90 20012 e=10cm l=3.24m 02.2 122 11330088 ee==5500ccmm ll==00..5522mm

n e m 9 6 .0 s ie e g a = l 8 8 tn o M 7

65 96 n e m 9 6 .0 s ie e g a = l 8 8 tn o M 7 38

98

21 02.2

Schnitt quer zur HWS-Wand

Abschnitt 35

49 50 49

g m n c u 0 fie 6 > rg re 4 b 1 1 5 1

1 0 .5

1 8 .5

0 8 5 m c 0 .0 5

e 8 0 8 2 2 1

1 3716 e=9.5cm m 6 4 .1 = l m c 0 1 = e 0 1 8 2

1.48

30 88 30 04 n e mm 99 66 ..00 s ie e g a == ll 88 44 tn o M

77

64 02.2 96 mm 88 00 ..11 == ll mm cc 00 11 == ee 00 11 55 33

77 88

nn ee ss iiee ee gg aa ttnn oo MM mm 11 88 ..22 == ll 88 22 11 66 11 11 n e s ie e g a tn o M

38

111188 1100221122 ee==1100ccmm ll==33..3399mm 5 11 33771166 ee==1100ccmm ll==44..5522mm 4 1412 e=10cm l=2.13m 08.2

126 18.2

4216 e=10cm l=3.61m 4 18.2

08.2

21 65 126 4216 e=10cm l=3.61m 96 7 1 1

65 96 m 1 8 .2 = l m c 0 1 = e 2 1 0 7 7 1 1

98 21 1412 e=10cm l=2.13m 53 m 1 8 .2 = l m c 0 1 = e 2 1 0 7 02.2 38

53 88 92

!n e th c irs u a e tn a k 5 44 5 44 la h c S m re 14 c 0 re .0 1 = b o n e a 2 e 1 lh 0 7 tS 7 1 5 38 5 38 1 34 m c 7 45 0 45 38 7 .0 1 = e 0 2 0 7 5 9 nn ee ss iiee ee m gg aa m m c 0 .0 1 c 0 .0 1 = e ttnn oo MM 0 8 .2 = l m = e 2 1 1 5 8 2 1 1 5 m mm 00 88 ..22 == ll 88 c 0 1 = e 0 2 8 1 1 1 8 7 22 11 0 7 1 .4 = 44 55 l m 99 99 c 0 1 = e 0 2 5 3 8

40 mm 00 11 ..33 == ll 66 11 22 22 55 11441122 ee==1100ccmm ll==11..4444mm 5 56 m 0 8 .2 = l m c 0 1 = e 0 2 0 7

5 40 04 m 3 0

1. = m l c 0 1 = e 6 2 0 1 8 8

8

1.325 04 m 3 0

1. = m l c 0 1 = e 6 2 0 1 8 8

1.36 12 96 mm 11 11 11.. == mm ll cc 00 11 == ee 66 11 55 99 88 m 8 7 .4 = l m c 0 1 = e 0 2 5 3 126 21 89 89 69 1.36 04

Schnitt quer zur HWS-Wand

Abschnitt 30 bis 33

49 50 49 87 3510 e=10.0cm Sthle an oberer 0 Schalkante ausrichten!

g m n c u 0 fie 6 > rg re b 112222 880088 ee==5500ccmm ll==00..5522mm m c 0 .0 1 = e 0 2 5 3 8 m m c c 0 0 .0 0. 1 1 = = e e 6 6 1 1 7 7 6 6 2 2 1 1 2816 e=10.0cm innen + auen m 6 4 .1 = l m 3.61 c 0 1 = 3.38 e 0 1 8 2 33 5

5 0 .5 0 8 5 1.48

6 8 .5

30 88 30

nderungen

Index Datum Name Signum Bemerkung

a 21.10.2022 Meinicke nderungen nach Prfstatiker Auftraggeber LLaannddeessttaallssppeerrrreennvveerrwwaallttuunngg ddeess FFrreeiissttaaaatteess SSaacchhsseenn Alle Mae sind am Bau zu prfen! LANDESTALSPERREN Betrieb Elbaue / Mulde / Untere Weie Elster VERWALTUNG SACHSEN

Auftragnehmer G.U.B. Ingenieur AG Geotechnik Umwelttechnik Bautechnik 08056 Zwickau, Katharinenstrae 11 Telefon 0375/ 27 17 5 0 Hochwasserschutzanlage: Kopfbalken: Telefax 0375/ 21 21 17 Internet www.gub-ing.de E-Mail info@gub-ing.de Beton: C30/37 LP Beton: C30/37 LP Lagebezug: RD 83 Hhenbezug: DHHN92 XA1, XC4, XF3, XM1 XA1, XC4, XF3, Landkreis: Zwickau Gemeinde: Waldenburg Stahl: BSt 500 (S) Stahl: BSt 500 (S) Gemarkung:Waldenburg, Kertzsch Flurstck:

Datum Name Unterschrift Hochwasserschutzmanahme Zwickauer Mulde

Betondeckung: nomc = 60 mm Betondeckung: nomc = 60mm

Waldenburg, M 1010

Gezei.18-05-08 Keler

nomc oben = 50mm

Fluss-km 58+212 bis 58+920

Bearb.18-05-07 Adler

Bewehrungsplan HWS-Wand Abschnitt 34 - 36

Gepr. 18-05-09Seidel

AAuuffttrraaggssnnrr..:: 5.263.8051.001 PPllaann--NNrr..:: G I.I.15.2 a MMaassttaabb ((mm,, ccmm)) BBllaatttt 11 PPhhaassee:: AAuussffhhrruunnggssppllaannuunngg EErrss.. ff..:: 1 : 25 / 1 : 15 / 1 : 100 11 BBll..