[Seite 1]
21
1.36 69
655
04 04
02.2
38 02.2 69
21 21 89 69 65
96 44 40 11 44 11 22 ee
11 00 cc
mm
69 1.325 ll== 22 ..11 89 33
mm
12
89 11 1.36 66 11 55 6 11 66 2 ee == 40 22 88 3 8 1 11 00 40 11 22 1 4 1 0 e = 6 e = 1 0 .0 c m cc mm ll== 44 ..55 22 mm 22 645 ee == 11 00 cc mm ll== 1 11 4 9 0 .0 c
m
44 11 66 ee ..44 44 mm 65 == 11 40 1 .4 00 cc mm 5 0 8 ll== 33 ..11 00 mm
m
0c 7 48 0. e = 1 Montageeisen 4 9 6 1 7 5 3. 3 6 5 1412 e=10.0cm mm Draufsicht Kopfbalken 216 e=9.5cm 2 99 66 33 22881100 ee==1100ccmm ll==11..4466mm ..00 innen + auen == Abschnitt 22 ll 88 88 77 4 712 e=10.0cm
e 7 r 5 g r c e m if u n g 1 6 e = 1 0. 0c m b 7 6 m c 0 0. 1 = e 6 1 7 0 3 5 7 0 mm 2. 88 5 77 1 0. 0c m 3. 3 1 ..44 == ll mm = 0 e cc 00 1 4 2 m 11 1 0. 0 c m 7 5 .7 8 3 4 1 6 e = 9. 5c 3.315 == ee 00 22 11 66 = 3 mm 4 7 1 2 e 7 1 6 e = 1 0. 0 c m 1 66 ee == 11 00cc mm ll == 33.. 33 11 88 3 1 44 22 11 66 75 75 216 e=9.5cm 2 176 innen + a 3 uen 1 4 1 0 1 e = 4 1 1 0 2 .0 c e m = 5 10.0cm M 48 ontag 7 eeisen 2 8 1 o 6 b e L e n a = n d + 8 g e 1 u e r 0 n n B t . e e S 0 t n c 2 o c h n 7 m n d 2 k e e c 0 l k b u e a n 3 u = g 2 s 1 a e 0 7 b i 0 t 1 l i n g . 0 6 g e e c n n e m s ! p = e 9 ch . 5 en c d m 2. 6 5 LL 2 aa .6 nn dd 4 gg 5 ee ee rr nn BB ee SS tt cc oo hh nn ee dd nn ee kk 2 cc . ee kk 5 ll 9 uu 5 bb nn aa gg uu aa ss bb ee ll ii nn ttss gg ee ee nn nn !! ttsspprreecchheenndd 176
1 mm
00 44 33..
mm
ll
mm
33 55 11 66 ee == 11 00 cc 11 00 cc mm ll == 33.. 33 55 00 ee ==
33 66
11 77 11 33
38
m c 0 .0 1 = e 2 1 9 4 0 9 53 87 6010 e=10.0cm
m c 0 .0 5 = e 8 2 2 1 3 9
45
m c 0 .0 1 = e 0 2 0 6 8 m m c c 0 0 .0 0. 1 1 = = e e 6 6 1 1 7 7
6 6
1 6016 e=10cm 6 2816 e=10.0cm innen + auen
21 40 89 89
645 556 45 38 7
69
40
40 40
1.325 96 7
1.36 08.2 17.2 54 54
14
93 93 34
3.24 96 m 8 0 .1
l m c 0 1 = e 0 1 0 2 1
7 8
1.36 12
04 m 8 0 .1
l m c 0 1 = e 0 1 0 2 1
7 8
mm 22 11 ..11 == ll mm cc 00 11 == ee 66 66 99 11 99 88
m 0 1 .3 = l m c 0 1
e 6 1 8
2
9900 3399221122 ee==1100ccmm ll==33..2244mm
66 1166881166 ee==1100ccmm ll==33..3311mm 3.315 02.2 n e s ie e g a tn o M mm 11 77 ..22 == ll 88 44 22 11 99
n m e s 9 6 .0 ie e g = a l 8 6 1 tn o M
7 38
m 98 0 1 .3 = l m c 0 1
e 6 1 8
2 02.2 n e s ie e g a tn o M
122 2608 e=50cm l=0.52m
n m e s 9 6 .0 ie e g = a l 8 6 1 tn o M
7
21
96 122 2608 e=50cm l=0.52m
n e s ie e g a tn o M m 0 8 .2 = l 8 4 2
4 9
11 1122001166 ee==1100ccmm ll==44..5522mm 65
55 5612 e=10cm l=1.44m 96 4 9
5612 e=10cm l=1.44m
4 04 92
mm 11 77 ..22 == ll mm cc 00 11 == ee 22 11 00 44 22 33 99
n e s ie e g a tn o M m 0 8 .2 = l 8 4 2
21 65 33 5610 e=10cm l=1.46m
4 22881122 ee==1100ccmm ll==22..1133mm 17.2 m 4 0 .1 = l m c 0 1 = e 6 2 9 3 8 8
m 8 7 .4
l m c 0 1 = e 0 2 0 2 1 8
5610 e=10cm l=1.46m 08.2 88
m 4 0 .1 = l m c 0 1 = e 6 2 9 3 8 8
n e u a + n e n n i
m c 0 .0 1 = e 0 2 0 2 1
5 9 m c 0 .0 m 1 0 = 8 e .2 2 = 1 9 l m 4 c 0 0 1 = 9 e 0 m 2 0 8 4 7 2 .4 = 5 l m 9 c 0 1 = e 0 2 0 2 1 8 53
Schnitt 1 - 1, quer zur HWS-Wand
Abschnitt 23 bis 24
1.48 49 50 49
n e u a + n e n n i m c 0 .0 1 = e 2 1 0 2 1
g mn 0 cu 9 .4 0 6 > fie rg re b
m 0 8 .2 = l m c 0 1 = e 0 2 0 4 2
5 9
0 8 5 mm 88 00 ..11 == ll mm cc 00 11 == ee 00 11 11 66 77 88
92 7
m
c 0 0. 1 = e 0 7 1 60 2 7 8 m mm 1 00 7 88 .2 ..22 = == l m ll mm c cc 0 00 1 11 = == e ee 2 00 1 22 2 22 2 22 2.615 1 11 33 55 mm 22 99 99 22 33.. == mm ll cc 00 11 == ee 22 11 99 44 66 00 11
1 08.2 34
m 0c 0. 5 = e 0 8 45 45 7 2 2 1
mm
3.315 11 33 33.. == mm ll 00cc 11 == ee 22 11 88 99 44 00 11 60 n e s ie m e g 1 a 7 .2 tn o = M l m c 0 mm 1 00 = 88 2.62 e 2 1 2 ..22 == ll 88 2 22 1 11 44 99 53 45
1 9
8 6 n e eis e g a nt o M
m c 0 0. 1 = e 2 1 9 4 6 0 1 176 n n e e s s 176 ie e ie e g g a a tn tn o o M M m 1 7 .2 = l 8 2 1 1 9 53 14 45 mm 22 39 11.. 11 == mm ll 00cc 11 == 39 66 ee 88
99 99 88
112222 1308 e=50cm l=0.52m 7 88
m c 0 0. 5 = e 8 0 6 2 2 1 17.2 n e s u e n ie e + a g a e n tn n o i n M m 0 c m = 1 0. 1 7 1 2 e .2 = 5 4 l 8 3 2 9 1 1 9 17.2 1308 e=50cm l=0.52m
5 0
1 08.2
Alle Mae sind am Bau zu prfen!
mm
44 00 11..
mm ll
00cc Hochwasserschutzanlage:
11 == ee 66 Beton: C30/37 LP 66 99 11
88 XA1, XC4, XF3, XM1 88
Stahl: BSt 500 (S) Betondeckung: nomc = 60 mm 4 9
Montageeisen 68 Kopfbalken: 1
Draufsicht Wand 94 5 .4 8 Beton: C30/37 LP 0
Abschnitt 22 XA1, XC4, XF3,
8 9 Stahl: BSt 500 (S) 4 9 m 8 Betondeckung: nomc = 60mm 0c 8
1 0. 9 nomc oben = 50mm 3. 3 3 4 9 6 e = 8 6 e = 1 0 .0 c n m e u a + n e n n i
m
0c 0. = 1 38 2 e 38 1 = 1 0. 0c m 1 0 4 9 8 e 0 Abschnitt 22 3 4 1 u e n 0 + 8 7 > b 6 e 0 r g c r e m if u n g = 1 0. 0c m i n n e n + a i n n e n + a u e n 3. 3 1 5 D M r 1 a : u 10 fs 0 icht Abschnitt 22 - 24 1 2 3 ,6 4 e 0 c m 9 5 6 8 2 0 e = 1 0. 0c m 2. 6 9 9 1 2 e = 1 0. 1 7 5 .7 9 3 6 8 1 2 Abschnitt 23 4 5 0 1 m c 0 0. 1 m = 6 e = 1 0. 8 0 c 9 4 9 6 e e n + a u e n Abschnitt 24 8 n 9 n i 8 8 m 0 c 6 7 0. 2. 1 = e 4 9 2 0 4 5 5 9 5 0 mm 1 .4 8 33.. 22 22 == mm ll cc 4 9 44 99 11 22 ee == 11 00 0 + 1 4 1 ,6 3 5 0 1
Schnitt 2 - 2, lngs zur HWS-Wand
Abschnitt 23 und 24
Fr Abschnitt 24 ist die Lngenabweichung ber die bergreifungslngen an zu passen! 5.98
122 1308 e=50.0cm
87 6010 e=10.0cm
1
n e s ie e 93 12012 e=10.0cm innen + auen g a tn o M n e s ie 8 e n 6 g n e a tn o M e u a + n u a + n e 1 9 e n 8 6 n n i n i 1 m m 9 c c 0 0 .0 .0 1 1 > 60 cm = = e e 2 bergreifung 2 1 1 8 8 9 9 0 0 g 9 9 m n 0 c u 9 .4 n e s ie 0 6 > fie rg re b n e s ie e e g g 1 a a 7 tn tn .5 o M 95 12020 e=10.0cm innen + auen o M
8 8 6 6
4 4 9 9
n e n u e a u
- a n + e n n e n n i n i m m 8 6020 e=10.0cm c 0 .0 1 = e 6 8 9 c 0 .0 1 = e 6 9 4 m c 0 .0 1 = e 6 9 4 m c 0 .0 1 = e 6 8 9 8 9 8 8 9 8 8 8
m 0 8 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 m c 0 .0 1 = e 2 1 7 5 c 0 .0 1 = e 2 1 4 1 n e u a + n e n n i nderungen 5 4 4 Index Datum Name Signum Bemerkung
a 21.10.2022 Meinicke nderungen nach Prfstatiker
75 cm Montageeisen 48 7 1410 e=10.0cm 3 6 2816 e=10.0cm 6 2816 e=10.0cm 3 1410 e=10.0cm Auftraggeber
7 48 bergreifung LLaannddeessttaallssppeerrrreennvveerrwwaallttuunngg ddeess FFrreeiissttaaaatteess SSaacchhsseenn
6 1416 e=10.0cm innen + auen 6 1416 e=10.0cm innen + auen Montageeisen 216 e=9.5cm 2 LANDESTALSPERREN 216 e=9.5cm 2 VERWALTUNG Betrieb Elbaue / Mulde / Untere Weie Elster innen + auen SACHSEN innen + auen Auftragnehmer G.U.B. Ingenieur AG 1 6016 e=9.5cm 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 22 - 24
Gepr. 18-05-09Seidel
AAuuffttrraaggssnnrr..:: 5.263.8051.001 PPllaann--NNrr..:: G I.I.3.11.2 a MMaassttaabb ((mm,, ccmm)) BBllaatttt 11 PPhhaassee:: AAuussffhhrruunnggssppllaannuunngg EErrss.. ff..:: 1 : 25 / 1 : 15 /1 : 100 11 BBll..