[Seite 1]
53 38 53 88 92
122 08.2
m
m
l=1.03
1966 e=10c
8 8
9 8
2.80
1.12 1.115 1308 e=50cm l=0.52m 177 177 2.19
2.19 17.2
m
m
l=1.03
8 8
1966 e 4
45 10c
445 14
mm
ll==11..1111 mm 998866 ee==1100cc 8 9 385 34 5 1.17 91 68 Montageeisen mm
1 2 2 308
e=50.0c m 94 68 Montagee 3
i 8
s 5
en 88 00 ..11 == ll mm cc 00 11 == ee 00 11 00 66 m 88 986 e=10.0cm 77
D Ab ra s u c f h s n ic it h t t 1 W 2 and 4.81 9 9 4912 1 e 0
=1
0 0.0
4 c 912 e =10.0c m 1 7 7 .3 89 49 8 6 7 9 e 5 =1 12 0 2 1 . 4 0 0 2 2 c 4 e 0 1 m = 2 e 1 = 0 e 1 . = i 0 0 n 1 c . n 0 0 m . e
c 0 m n
c m
- a
in u
n in e e n n n e n + + a u a e u n en 88 nn ee ss iiee ee gg aa ttnn oo MM mm 11 77 ..22 == ll 88 nn ee ss iiee ee gg aa ttnn oo MM mm 00 88 ..22 == ll 88 00 11 22 ee == 11 00 cc mm ll == 22.. 77 11 mm 2.71 00 22 00 ee == 11 00 cc mm ll == 22.. 88 00 mm 9 3 1.17 22 11 22 11 11 22 11 22 11 44 33 55 99 99 99 99
m
b 6
e 0 rg c reifung 7 m 45 38 7 45 1008 e =50.0c m 9 0 122 1308 e=50cm l=0.52m 1 2 2 =10.0c 9812 e mm 88 986 e=10.0cm ==33..3311 1 4 1 0 e = 1 0 .0 c m 4 9 1 .4 8 5 0 9 4 9 1 6 M e 8 is o e n n tage- 94 M 68 o 8 8 n 7 t 9 ag 4 e 8 4 e 1 9 0 is 6 9 e e = 5 e n 1 = 0 1 . 9 0 i 0 6 n c 2 m . n 0 0 e c e n m = 1 + 0 = a . 1 0 u 0 c . m e 0 n c m inn i e n n n e + n a + u e a n uen 3.24 4.79 99 99 11 4499 00 11 00 22 ee == 44 11 99 00 11 cc 22 mm ee == ll 1100cc mm ll ==33..3300 mm 9612 e 9 3 ==33..2244 mm mm ll ==1100cc 99881122 ee
00 99
96 3
m =9.5c 5016 e 02.2
38 02.2 44 40 11 44 11 22 69 ee
89 11 11 00 12 cc mm
2 5
2
8 1
9 66 22 11 66 ee == 11 1.32 ll==522 ..11 33 mm 00 2 3 1 4 B e to S
n d th e le c s 2
i 6
n 1 d 6 v e = 1 0 .0 1.3 cc 6mm ll== 44 ..55 22 mm
m
1.19 5 2 in 1 n 6 e n e = + 2 9 a .5
7 u c e m n
48 1 0 e = 1 0 .0 c m k u n g a o b r z u O ln rt g e c e n m
n t
! s p re c h 1.
e 36
n d d e r 69 33 22
4 88
0 11 00 ee == 11 4 4
00 0 0
cc mm 6 55 4
40 5 22 88 11 22 ee == 11 00 cc mm ll== 11 ..44 44 mm 716 e =10.0c Mo 5 ntag
1 e
4 e
1 is
2 e
e n =10.0cm 40 655 22 ll== 11 ..44 66 mm
Draufsicht Kopfbalken 2 5 44 11
66 ee
Abschnitt 12 4 712 e=10.0cm
69 65
11 00 cc mm ll== m 33 4.81 > b e 7 r 5 g r c eifun 3 g 0 1 7 1220 e=10.0c m m 56 21 69 ..11 00 mm 716 e =10.0c m m 7 .3 8 1 1216 e=9.5c 89 21 6 8 8 716 e =10.0c 1.16 4 2
m
=10.0c 7 4 3 0
4 9 6 1 .4 8 2 8 1 5 6 0 e = 1 2
0 .0 c 1
m 4 1 2
o e
b
e 1
n 0 .
0 c m 5 M 48 o 4
nta 7
g 7 1
e 2
e e
is 2 i
e n 1
n n 6 e n e = + 2 9 a .5 u c e m
8 n
4820 e =10.0c m 6 7 7
1 4
6 e =10.0c m 2.00 4.77 5 22 55 22 33 44 551166 77 ee 11 == 66 11 ee 00 == cc 11 mm 00 1
cc ll == .
mm
9
33 9
.. ll 33 5
== 22 33 mm ..2299 mm 2.19 Sth B
l
1 e e
9 t o s n in d d e v c o ku r n O g r t a e b n z t u s l p n r g e e c n h ! end 1 7 d 7 er 177 1.13 1.105
77 nn ee ss iiee ee gg aa ttnn oo MM mm 99 66 ..00 == ll 88 88
88 mm 88 77 ..44 == ll mm cc 00 11 == ee 00 22 00 66
u n te 3.315 n 4 1 99 9 mm ==33..3311 mm ll ==1100cc 44221166 ee 66
nn ee ss iiee ee gg mm aa 11 ttnn oo 77 ..22 MM == ll mm mm cc 00 11 11 77 == ..22
ee 22 ll 88 11 00 44 44 22 22
11 33 99 99
112222 22660088 ee==5500ccmm ll==00..5522mm
n e s ie e g mm a 00 tn o 88 ..22 M == ll mm cc 00 11 == ee 00 22 00 44 22
55 99
9900 3399221122 ee==1100ccmm ll==33..2244mm 04
645 04 1.36
12
96 65
21 89
69
1.36
4 96 89
65 96 44
98
21 40
3.315 556
40
04 96
1.325 04 5 44 5
14
45 45
38
33 5610 e=10cm l=1.46m
3.24 02.2 53
17.2 38
m c 0 .0 1 = e 2 1 9 4 0 9
m 9 6 .0 = l 8 6 1
7
5610 e=10cm l=1.46m 53
m c n 0 .0 1 = e m 9 6 .0 e s ie e g 6 1 7 = l 8 6 1 a tn o M 6 7 17.2 mm 88 00 ..11 == 6010 e=10.0cm ll mm cc 00 11
ee 88 00 11 00 22 11
77 88
m c 0 .0 1
e 2 1 0 6 3 9
m m c c 0 0 .0 .0 1 1 = = e e 0 0 2 2 0 0 6 6
5 5 9 9 m c 0 .0 1 = e 2 1 9 mm 4 88 77 0 ..44 9 == ll mm cc 00 11 n == e ee s 00 ie 22 e 00 g 22 a 11 tn o 88 M
1 6116 e=9.5cm
21
11 1122221166 ee==1100ccmm ll==44..5522mm
55 5612 e=10cm l=1.44m
4 2812 e=10cm l=2.13m
66 1166881166 ee==1100ccmm ll==33..3311mm 02.2 87
92
m 3 0 1. m = c m l 0 .0 0 c 1 1 = = e e 2 6 1 2 0 9 6 3 3 mm 8 9 11 8 11 11.. == mm ll cc 00 11
ee 66 66 99 11 5 38 99 88
n e s ie e g m a c tn 0 o .0 M 1 = e mm 0 00 2 88 0 6 ..22 == 8 ll 88 44 22
44 99 m c 0 0. 1 = e 6 1 7 6
6 2816 e=10.0cm oben + unten
mm 00 11 ..33 == ll mm cc 00 11
ee 66 11 88
22
5612 e=10cm l=1.44m
2812 e=10cm l=2.13m 08.2 5 38
34
7
38 7
08.2
Schnitt 1 - 1, quer zur HWS-Wand
Abschnitt 10 und 11
g m n c u 0 fie 6 > rg re b
0 8 5 Abschnitt 10 0 + 0 5 1 ,7 2
bersicht Abschnitt 10 - 12 M 1 : 100 Abschnitt 11
Abschnitt 12
0 + 0 6 9
Schnitt 2 - 2, lngs zur HWS-Wand ,6
8
Abschnitt 10 und 11
Fr Abschnitt 11 ist die Lngenabweichung ber die bergreifungslngen an zu passen!
5.96
122 1308 e=50.0cm
49 50 49 87 6010 e=10.0cm
1
n e s ie e g a tn o n M e s ie e g 8 6 a tn 1 o 9 M 93 12012 e=10.0cm innen + auen 8 6
1 9
m c 0 n .0 e u > 60 cm 1 = e a
- bergreifung 2 n 1 8 9 e n n i
0 g 9 m n 6 c u 8 .4 0 6 > fie rg re b n e s ie e g a tn o M
8 6
4 9 n 95 12020 e=10.0cm inen + auen e s ie e g a tn 8 6020 e=10.0cm o M m 8 6 c 0 n m c 0 .0 1 = e 6 8 9 n e u a + n e n n i m c 0 .0 1 = e 6 9 4 4 9 0 .0 1 = e 2 1 8 9 e u a + n e n n i m c 0 .0 1 = e 6 9 4 m c 0 .0 1 = e 6 8 9 n e u a + n e n n i 9 8 9 9 8 8 8 8 8
m m 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 be > rg 7 re 5 i f c u m ng m c 0 .0 1 = e 2 1 7 c 0 .0 1 = e 2 1 4 1 n e u a + n e n n i
5 4 4 5 1410 e=10.0cm 3 7 48 Montageeisen 6 2816 e=10.0cm 6 2816 e=10.0cm 1410 e=10.0cm 3 7 48 Montageeisen 6 1416 e=10.0cm innen + auen 6 1416 e=10.0cm innen + auen 1 6116 e=9.5cm 216 e=9.5cm 2 2 216 e=9.5cm innen + auen innen + auen
30 88 30
Regeldetail Vertikalfuge
1.48
M 1 : 15
nderungen
Index Datum Name Signum Bemerkung
a 21.10.2022 Meinicke nderungen nach Prfstatiker Auftraggeber Alle Mae sind am Bau zu prfen! 124 6 e=10.0cm LLaannddeessttaallssppeerrrreennvveerrwwaallttuunngg ddeess FFrreeiissttaaaatteess SSaacchhsseenn LANDESTALSPERREN Betrieb Elbaue / Mulde / Untere Weie Elster 126 6 e=10.0cm VERWALTUNG SACHSEN 28 91 91 28 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
2 Hochwasserschutzanlage: Kopfbalken: E-Mail info@gub-ing.de
Lagebezug: RD 83 Hhenbezug: DHHN92 28 91 91 28 Beton: C30/37 LP Beton: C30/37 LP Landkreis: Zwickau Gemeinde: Waldenburg XA1, XC4, XF3, XM1 XA1, XC4, XF3, Gemarkung:Waldenburg, Kertzsch Flurstck: 126 6 e=10.0cm
Stahl: BSt 500 (S) Stahl: BSt 500 (S) Datum Name Unterschrift Hochwasserschutzmanahme Zwickauer Mulde
Waldenburg, M 1010
124 6 e=10.0cm Betondeckung: nomc = 60 mm Betondeckung: nomc = 60mm Gezei.18-05-08 Keler
Fluss-km 58+212 bis 58+920
nomc oben = 50mm Bearb.18-05-07 Adler
Bewehrungsplan HWS-Wand Abschnitt 10 - 12
Gepr. 18-05-09Seidel
50 AAuuffttrraaggssnnrr..:: 5.263.8051.001 PPllaann--NNrr..:: G I.I.3.7.2 a MMaassttaabb ((mm,, ccmm)) BBllaatttt 11 PPhhaassee:: AAuussffhhrruunnggssppllaannuunngg EErrss.. ff..:: 1 : 25 / 1 : 15 / 1 : 100 11 BBll..