[Seite 1]
Schnitt 1 - 1, quer zur HWS-Wand Abschnitt 25 bis 27
87 5810 e=10.0cm 1
m c 0 .0 1 = e 2 1 6 1 1
3 m 9 c 0 .0 5 = e 8 2 2 1
g m n 2 9 c 0 u fie .4 6 > rg re b m c 0 m .0 c 1 0 = .0 e 1 0 = 2 e 8 0 5 2 8 5 5 9 5 9 m c 0 .0 1 m = e m c 0 .0 0 2 8 c 0 .0 1 5 1 = = e e 2 8 2 1 1 9 9 4 4 0 0 9 9 m m c c 0 0 .0 0. 1 1 = = e e 6 6 1 1 7 7 6 6
6 2816 e=10.0cm 1 5916 e=9.5cm 5 2 7 .5 0 8 5 49 50 49
1410 e= 10.0cm 1 6 e = 9. 5 c m 4 2 30 88 30 1.48
38 m c 5 9. = e 6 1 4 2
m c 5 9. = e 6 1 9 5 1 02.2 3
5
7 8 4 2 n e ei s m e c g 5 a 9. nt = o e 86 M 6 1 2 96 1410 e= 10.0cm 21 21 69 1.36
40 64 1.36 69
m c 0 0. 1 = e 0 2 0 6
7
40
3 1 1410/10cm m c 5 9. = e 6 1 1 56 5 712 e=10.0cm
98
8
n e nt u
- n e b o 5 66 00 11 44 11 22
24 1
1 6
74 98 ee
64 == 11 5 00 cc mm ll== 11 m ..44 44 0 c 3 mm 0. = 1 m 1 8 2 2 0 e 2 1 6 e = 9. 5 c = 1 0. 0 c m m n 4 1 0 e = 1 0 .0 c m 40 1 e c e 2 1 6 = 1 0. 0 g e ei s 3 5 2 1 6 e M o nt a 9. 5 c m c m 3 7 1 6 e = = 1 0. 0 m
7 2
2 1 6 e 0. 0 c 2 = 1 m 0 c m 3 9 2 1 6 e = 1 0. 0 c = 1 0. 4 2 1 6 e e 2
6 1 3 7 4 2 3
m c 0 0. 1 m e = 0 c 2 1 0. 7 1 e = 1 17 6 6 2 1 174 16 3 2 c m 174 155 0 = 1 0. 174 15 e 1 6 174 145 7 5 174 14 4 174 135 m 174 13 c 0 nt e n = 1 0. 174 115 o b e n + 1 0 u . 0 c m 4 5 2 1 6 e 3.19 3.19 174 12 1 5 74 12 0. 0 c m 4 1 6 e = 3 6 3 8 3.19 174 11
e = 1 0. 0 c m 1 4 1 6 o e b = e 1 n 0 +
. 0 u
c n
m t e n 8 5 8 2 0 1 e = 1 0 6 3 . 0 0 1 c 6 m e 7 = 9. 5 7 c 8 m M o nt a g e ei s e n 6 2 8 1 6 e = 1 6
4 1
5 2 1 6 e = 1 0. 2 0 1 4 5 c 6 m e = 7 1 1 1 4 0 2 1 2 . 0 2 1 e c 6 = 2 e m 1 1 = e 6 0 = 1 . 0 1 e 0 . 0 = c 0 . m 1 0 c 0 m c . m 0 2 c 1 m 6 e 4 = 1 1 4 0 0 . 0 c m 4 4 89 11 1188221166 ee== 1100cc 33
mm 22
ll== 44 99 33 11
..55 66 33
22 ee ==
mm 11 22 33 00 11 cc 66 44 mm ee == ll == 11 22 33 33 00 11 .. cc 66 33 55 mm 66 ee mm == ll == 11 22 33 33 00 11 .. 66 cc 66 33 mm 55 ee mm == ll == 22 11 33 33 11 00 .. 66 77 cc 33
22 mm 44 ee mm == ll 11 22 == 00 11 33 33 cc 66 .. 33 88 mm ee 44 == mm ll == 11 22 33 00 33 11 .. cc 33 66 99 mm 33 ee mm ll == == 11 22 33 44 00 11 .. 33 cc 66 00 33 mm ee mm == ll == 11 22 33 00 11 44 .. cc 66 33 mm 11 33 ee mm == 3 ll . == 1 11 9 33 22 00 .. 11 cc 33 66 44 mm 22 mm 22 ee 3 . ll 1 == == 9 11 33 00 .. 22 33 cc 11 44 11 mm 66 3 mm 33 . 1 ee ll 9 == == 33 11 22 .. 33 00 44 11 11 cc 66
44 3 mm mm . 1 ee 9 ll == == 11
22 33 00 11 .. 33 cc 66 3 11 mm . 1 ee 9
44 mm == ll
55 == 11 33 00 .. cc 33 3 mm .
99 00 19
11 mm ll
66 == 33 ee .. == 22 11 3 99 .1 00 mm 9 cc mm ll == 33 3.1 .. 22 9 00 mm 3.19 3.19 3.10 174 105 174 10 174
6 11 2 8 1 6 m 0 c m 55 22 11 66 ee 6 1 2 e = 1 0. 0 1 c 4 1 2 e = 1 0. 770011 5 22 ee== 1100ccmm 65 == 11 89 00 ccmm ll== 33 ..11 00 mm 7 ll== 11..4444mm 69 21 21
44 40
6 e = 1 0. 0 c m 40 22881122 ee== 11 1. 00 32 cc 5 mm ll== 22..1133mm 65 69 1 4 1 6 m 0 c 40 0. 1 = e 6 1 8 2 6
m c 5 9. = e n 1 6 0 1 6
8 8 M o nt a g e ei s e 3 1410 e= 10.0cm m mm 99 66 ..00 mm 66 44 ..11 == ll mm cc 00 11 == 40 mm 88 77 ..44 == ll mm cc 00 11 == ee 00 e = 1 0. 0 c 0 c m 3.315 == ll 88 44 22 ee 00 11 44 88 22 00 88 11 2 0. 88 7 1 = 1 77 33 e 4 1 2 m m 4 6 1 4 1 6 e = 1 0
6 . 0 c 2 8 1 6 e = 1 0. 0 c 3 1410 e= 10.0cm 5 1 ee == 11 00 cc mm ll == 33.. 33 11 mm
66 11 88 66 11 5 66 4 m c 2 1 6 e = 1 0. 0 c 1 m 6 e = 1 0. 0 c m 1 0. 0 c m m 7 1 2 e = 1 0. 0 1 c 4 m 1 2 e = 1 0. 0
4 7 4 9 2 2 1 6 e = = 1 0. 0 c 1 0. 0 c m e = m 5 1 2 1 6 1 6 e 0. 0 c 2 1 3 = 5 5 5 6 e m 1 c 2 0 0. 7 1 5 m e = 0. 0 c 2 1 6 1 6 e = 4 6 1 7 6 4 m c 0 0. m 8 5 8 2 0 e = 1 = 1 0. 0 c m 2 e = 1 0. 0 c m 2 1 6 e = 1 0. 0 c e 1 m 2 7 9 c 7 1 1 5 0. 0 6 1 0 = 8 6 6 e 1 7 m 9 c m 5 0 c 2 2 0 e = 1 0. 2 1 6 e = 1 0 0. 0 c m 3.165 3.165 4 8 e = 1 3.165 m 5 0 7 1 2 77 mm 3.165 40 66 11 1144 2 1 11 6 22 e 1 = . ee 2 3 1 1 2 0 == 6 . 5 0 11 e c = 00 1 cc 0. mm 0 c m ll==22..1133mm 49 4 2 0 1 6 e = 1 0. 0 2 c 1 m 6 e = 1 5 0 6 . 0 c m 5 8 5 20 44 1 66 74 1 59 99 11 44 66 77 1 ee 7 == 4 11 1 22 9 00 11 cc 66 mm 44 ee 1 88 ll == == 7 11 4 33 00 .. 33 1 cc 22 58 mm 11 66 44 ll == ee 99 1 33 == 7 .. 11 33 4 00 66 22 1 cc mm 8 11 mm 66 55 ll ee == 00 == 1 33 7 11 .. 4 33 00 55 cc 22 mm 1 mm 57 11 66 ll == ee 55 33 == 1 11 .. 7 11 33 4 00 55 cc mm 1 22 mm 7 11 66 ll == 55 ee 33 1 22 == .. 7 33 11 4 55 00 mm cc 22 1 mm 56 11 66 ll 55 == ee 33 33 == 1 .. 7 33 11 4 44 00 mm cc 22 1 mm 11 6 66 55 ll == ee 44 33 == 1 .. 7 11 33 3 4 00 . 33 1 22 6 cc 5 mm mm 11 66 ll == ee 33 == 55 .. 11 33 55 00 3 33 .1 cc mm 65 mm 22 ll 11 == 66 33 55 .. ee 33 66 == 3 33 . 11 1 mm 65 00 cc 22 mm 11 66 ll == ee 33 == .. 11 3 33 .1 00 22 65 22 cc mm 11 mm 66 ll ee == == 33 11 .. 33 3 00 .1 11 cc 65 mm 66 mm ee ll == == 11 33 00 .. 33 cc 11 3 mm . mm 16 5 ll == == 33 11 .. 33 00 11 cc mm mm 3.16 5 ll == 33.. 22 44 mm 3.165 3.165 3.10 77 11 ee 1 55 174 55 88 22 99 11 66 55 15 174 99 55 145 174 14 174
1 53 174 02.2 0 + 1 4 1 ,6 3 3 5 m 2 c 0 0. m 1 0. 0 c 6 e = 1 1 = 2 e 7 1 2 3 3 0 6 8 4
Abschnitt 25
173.0 5 5 1 5 4 8 5. 4 3 m c 0 0. 1 = e 6 1 2 5 4 7 5. 1.48 2
Draufsicht Abschnitt 25 - 27 2
5 7 9 5.
Abschnitt 26
1.48
5 7 9 5.
2
1.48 2
34 385 9 5. 7 385 Abschnitt 27
5 1 7 5.
5 6 2
2 5 m c 1 0. 0 5 4 174.3 = e 1 6 m 1 9 2 c e = 1 0. 0 0+ 159,64 6 1 2 53 38
53 145 173 135 173
3.03 3.03
3.315
14 445 445
92 88
17.2 17.2 08.2
22 22 14 08.2 0 + 1 4 1 ,6 m 3 c 1 0 2 0. = 1 m e c 1 0 0. 0 8 7 2 4 1 2 e = 1 = 1 0. 0 c m 9 3 2 0 e 4 5 9 94 68 Montageeisen
Regeldetail Vertikalfuge M 1 : 15 8 9 91 68 Montageeisen
5 8 m 1 c 0 0. 7 = 1 0 124 6 e=10.0cm Abschnitt 25 6 e 1 9 4 m c 126 6 e=10.0cm 1 0. 0 m 28 91 91 28 9 8 6 e = e = 1 0. 0 c 2 1 9 4 2 1 1 2 5. 8 1 91 28 28 91 m c 0 0. 126 6 e=10.0cm = 1 0 c m u n g 9 1 2 e 124 6 e=10.0cm > 6 gr eif 1 4 b er 1 1 mm 88 11 == 33.. mm 50 5. 7 7 5 11 22 ee == 11 00 cc mm ll 11 00 cc mm ll == 33.. 11 77
99 == 44 ee 11 22 11 99 11 11 44 m 22 0 c 11 m 0. 11 1 2 2 1 3 8/ 5 0 c e = 1 0. 0 c m 0. 0 c m m 1 1 0 9 8 1 2 e = 1 2 8 7 5 8 1 0 9 3 1 1 6 1 2 e = 1 1 1 6 2 0 e = 1 0. 0 c M o nt a g e ei s e n 5 9 2 8 89 496 e=10.0cm 1 4 9 88 986 e=10.0cm mm 11 33 33.. 91 128 Montageeisen == mm ll cc 00 11 == Alle Mae sind am Bau zu prfen! ee 2 11 22 88 99 88 986 e=10.0cm 00 11 11 89 496 e=10.0cm Hochwasserschutzanlage: Beton: C30/37 LP XA1, XC4, XF3, XM1 m c 5 0. 0 Stahl: BSt 500 (S) 7 1 9 = 5. 2 e Betondeckung: nomc = 60 mm 1 8 9 Abschnitt 26 0 9 Kopfbalken:
Beton: C30/37 LP m 0 c u n g XA1, XC4, XF3,
6 gr eif
Stahl: BSt 500 (S)
er
b Betondeckung: nomc = 60mm
nomc oben = 50mm
5 7 9 5.
m c 0 0. 1 m e = 8/ 5 0 c m 9 8 1 2 1 3 0 c 0 Draufsicht Wand 2 1 2 2 6 0 1 0 e = 1 0. 1 2 e = 1 0. 0 c m 1 0. 0 c m ei s e n 9 7 0 = e
Abschnitt 25 - 27 8 1 2 2 0 e nt a g 3 0 o
9 1 2 M 9 5 2 8 89 496 e=10.0cm 3.24 1 1 9 88 986 e=10.0cm mm 44 22 33.. 94 128 Montageeisen mm ll == cc 00 11 == 2 ee 22 11 44 99 88 986 e=10.0cm 22
00 99
89 496 e=10.0cm mm 33 00 11.. == mm ll mm c m == 11 00 cc 11.. 11 11 Abschnitt 27 5. 7 6 5 9 8 1 2 e = e 1 n 0 . + 0 a u e n 88 88 33 99 22 66 ee 66 ee == 11 00 cc mm ll == n 44 0 i n 22 99 9
99 88
mm 88 00 > 6 0 c g m r eif u n g ..11 == ll mm cc b er 00 11 == ee m 00 0 c 7 4 11 00 1 0. 5. 88 11 = e 2 77 1 88 9 4 8
0 1
1 2 2
1 3 8/ 5 0 c m 5 8 1 0 e = 1 0. 0 c m 2 e = 1 0. 0 c m 1 0. 0 c m m 4 9 1 2 e = 1 0. 0 c m 2 4 8 7 1 1 6 1 2 0 e = 1 0. 0 c 1 0 9 6 = 3 1 e 2 1 0 e = 1 0. 0 c 4 m 1 2 e 8 = 1 7 0. 0 c m e 9 = 1 3 0. 0 c m 9 9 5 9 4 9 5 1 8 9 4 9 6 174.3 1 0 7 9 8 6 e = 1 0. 0 c m 22 ee == 11 00 cc mm ll == 33.. 22 33 mm cc mm ll == 33.. 22 33 mm 3.06 3.06 45 7 112222 38 339900 7 4 88 5 ee==5500ccmm ll==00..5522mm mm 11 77 ..22 == ll 88 66 33 mm 11 77 ..22 == ll mm cc 00 11 == ee 22 11 00 66 33 mm 00 88 ..22 == ll 88 66 33 mm 00 88 ..22 == ll mm cc 00 11 == ee 00 22 00 66 33 4 2 0 e n 6 8 9 1 2 1 5 88 44 99 11 22 ee == 11 00 55 88 mm 11 99 33 99 44 99 55 99 49 M o nt a g
1 e
. e
4 i s 8 50 M o nt a g e ei s e n 6 8 0+ 159,64 17
11 00
174 165
11 00
1 99
74 44 99
77 11
11 99 66 66 ee == 11 00 cc mm ll == 00.. 00 49 11 nderungen Index Datum Name Signum Bemerkung a 21.10.2022 Meinicke nderungen nach Prfstatiker Auftraggeber LLaannddeessttaallssppeerrrreennvveerrwwaallttuunngg ddeess FFrreeiissttaaaatteess SSaacchhsseenn 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 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
Bearb.18-05-07 Adler
Bewehrungsplan HWS-Wand Abschnitt 25 - 27
Gepr. 18-05-09Seidel
AAuuffttrraaggssnnrr..:: 5.263.8051.001 PPllaann--NNrr..:: G I.I.3.12.2 a MMaassttaabb ((mm,, ccmm)) BBllaatttt 11 PPhhaassee:: AAuussffhhrruunnggssppllaannuunngg EErrss.. ff..:: 1 : 25 / 1 : 15 /1 : 100 11BBll..