[Seite 1]
0+033,68
Abschnitt 7
Draufsicht Abschnitt 7 - 9
M 1 : 100
Abschnitt 8
Abschnitt 9
0 + 0 5 1 ,7 2
mm 88 00 ..11
ll mm cc 00 11 == ee 00 11 00 22 11
77 88
mm 11 11 ..11 == ll mm cc 00 11 == ee 66 mm 66 11 99 77 11 ..22
99 88 ll mm cc 00 mm 11 33 == 00 ee 11.. 22 == 11 mm ll 00 44 cc 22 00 11 33 ee == 99 66 22 99 33
88 88
nn mm ee ss 99 66 ..00 iiee ee gg == aa ll 88 66 11 ttnn oo MM
77
mm 66 44 ..11 == ll mm cc 00 11 == ee 00 66 1166881166 ee==1100ccmm ll==33..3311mm 11 66 11 1122221166 ee==1100ccmm ll==44..5522mm 55 9900 3399221122 ee==1100ccmm ll==33..2244mm 33
44 22881122 ee==1100ccmm ll==22..1133mm 55 55661122 ee==1100ccmm ll==11..4444mm 96
65 96 87 6010 e=10.0cm
m c 0 .0 1
e 2 1 0 m 6 c 0 3 .0 9 1
e 2 1 0 6
3 9 m c 0 .0 5 = e 8 583 nn ee ss 2 iiee 2 ee gg 1 34 aa ttnn oo MM mm 11 77 ..22 == ll 88 m 44 22 c 0 .0 11 1 99 = e 0 2 0 6 m c 5 0 .0 9 1 = e 0 2 0 6
5 9 m c 0 .0 1 = m c 0 e 0 2 m c 0 .0 1 0 6 .0 1 mm = = 00 e 2 1 8 e 2 1 88 ..22 == 9 4 9 4 ll 88 44 22 mm 0 0 88 9 9 4 77 9 ..44
ll mm m m cc c c 00 0 0 11 .0 0. == 1 1 ee = = 00 e e 22 6 6 00 1 1 22 7 7 11
6 6 8
1 6116 e=9.5cm 6 2816 e=10.0cm oben + unten 122 22660088 ee==5500ccmm ll==00..5522mm 45 7 45 38 7
m 98 0 1 .3 = 21 l m c 0 1
e 6 1 8 583
96 17.2
08.2
02.2
38 02.2 17.2
40
556 1.36 12
40 96 14
5 44 5 44
m 0 8 .2 = l m c 0 1 = e 0 2 0 4 2
4 5 9 9
m 0 1 .3 21 89 = l m 89 c 0 1
e 69 6 1 8
2
1.36 3.24
04
645 04 04 1.325
04 3.315 53 38
53 88 92
m 0 8 .2 = l m c 0 1 = e 0 2 0 4 2
5 9
8
122
2 08.2
Schnitt 1 - 1, quer zur HWS-Wand
Abschnitt 8 und 9
2 5 .4
0 8
21 65 5
Regeldetail Vertikalfuge
M 1 : 15
124 6 e=10.0cm
126 6 e=10.0cm
28 91 91 28
2
34 28 91 91 28 385 8 126 6 e=10.0cm 7 5 9 3 5 2 124 6 e=10.0cm 1 0 9 5 5 1 2 0 e = 5 2 1 2 e = 1 0 .0 c e = 1 0 .0 c m 50 94 68 1 0 m .0 14 c m 5
8
9 9 5
4 9 5 6 0 2 e 0 = e = 1 1 0 .0 4.80 0 .0 c m c m
9 6 9 8 1 2 e = 1 0 .0 c m m 8 0 .1 = l m c 0 1 = e 0 1 1 6
7 8
91 48 Montageeisen
94 48 Montageeisen nn n ee e 97 ss s iiee ie 9 8 ee gg e g m aa a 1
9812 9 e 3 =10 1 .0 0 c
1
m
2
1 e
1
2 1
0 0 .
e 0
= c
1
m
0.0c m ttnn oo MM
m 1 7 .2 = tn o M
m 0 8 .2 = 7 .2 = l m c 0 1 = e 2 9 5 l 8 l 8 1 1
1 2 2
28 e=50.0c m
mm
ll==22..8811 mm 1 9 6 1 44 99 6 1 2 1
44991122 ee==11 96 00cc 34 93 77 99
m
16 85
m
l=1.64 43
16 9 8 95 9812 e=10c
mm
ll==00..5522
mm
11330088 ee==5500cc
Schnitt 2 - 2, lngs zur HWS-Wand
Abschnitt 8 und 9
Fr Abschnitt 9 ist die Lngenabweichung ber die bergreifungslngen an zu passen! 6.00
122 1308 e=50.0cm
49 50 49 87 6010 e=10.0cm
3 3
n e s n e ie s e ie g a e g tn a o tn M o M 8 6 8 6 1 9 1 9 93 12012 e=10.0cm innen + auen
60 cm bergreifung n e m g n s ie m g n c 0 6 > u fie rg re b e g a tn o M c 0 6 > u fie rg re b n e s ie e g a 8 tn 6 o M 4 9 8 6
4 95 12020 e=10.0cm innen + auen 9
n e u a
- 8 6020 e=10.0cm n e n n i m m m c 0 .0 1 = e 6 9 m c 0 .0 1 = e 6 8 c 0 .0 1 = e 2 1 8 9 n e u a + n e n n i c 0 .0 1 = e 2 1 8 9 n e u a + n e n n i 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 9 9 8 9 9 8 8 8 8 8 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 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
4 5 5 4
3 1410 e=10.0cm 1410 e=10.0cm 3 7 48 6 2816 e=10.0cm be > r g 7 r 5 e i c fu m ng 6 1416 e=10.0cm Montageeisen 48 7 2 216 e=9.5cm 216 e=9.5cm 2 Montageeisen 6 1416 e=10.0cm 6 2816 e=10.0cm innen + auen innen + auen innen + auen innen + auen 30 88 30 1 6116 e=9.5cm 1.48 53 9 6
m 1 7 .2 = l 8 6 1 1 3 9 9 08.2 9 8 1 2 e = 1 0 c m l= 4 .8 0 m
38
17.2 08.2 9 6 9 8 1 2 e = 1 0 c m l= 4 .8 0 m
45
7
45 53 88 99 38 44 99 66 ee == 11 00 cc mm ll== 11 ..11 11 mm 88 88 1 99 88 2 2 44 66 ee == 1 44 11 00 1 cc 0 mm 8 e ll== = 11 5 0 .0 ..00 33 mm c m
88 92
5 9
m
920 e=10.0c 4912 e=10.0cm m 1 7 .2 = l m m c 0 0 1 8 =
910 e=10.0c m .2 = l 8 6 1 e 2 1 1 2 1 7 3 8 9
87
745
745
145
7 22
11 22 38
17.2 1
49 50 49 88 986 e=10.0cm
Montageeisen 68 91 Montageeisen
5
9 3 5 0 1 2 e = 1 0 .0 c m
m 8 0 .1 = l m c 0 1 = e 0 1 1 6
7 8
Draufsicht Wand
Abschnitt 7
mm 88 77 ..44 3 == 9 ll mm m n cc 00 11 == ee 00 912 e=10.0c e s ie e g a mm 00 22 11 66 4 9 68 94 tn o M 88 ..22 == 88 Montageeisen ll mm cc 00 11 68 91 == ee 5 0 Montageeisen 00 22 11 22 11 mm 55
mm
ll==11..1122 4 9 99
11 00 771166 ee==11
7 00
1 cc
2 e 1.0
6 10c m l=2.10 m 91 80
m
l=1.64
m
645 93 9812 e=10c 8 9 40
m
l=3.51 m
716 e=10c 1.555
645 11 22 46
m
m
l=4.52 4516 e=10c
m
m
l=3.51
716 e=10c 5 1
80 14 216 e=10cm l=1.93m
64 46
m
m
l=4.52 4516 e=10c
14
5
mm
mm
ll==11..4444 11441122 ee==1100cc 55
mm
441166 ee==1100cc mm ll==33..0044 69
33 22
m m l=3.02 69 69 416 e=10c 1.645 22 22 69 1.635
69
1 5 1.625 69 7 1 69 6 e = 1 0 .0 c mm m
mm
ll==33..0000
1 5 69 441166 ee==1100cc 1.615
99 7 11
1 6 e = 1 1 0 6 .0 c 69 m 7 1 6 e = 1 0 .0 c m
1.595
69
19 416 e=9.5cm
1133 11661166 ee==1100ccmm ll==22..2255mm
216 e=10cm l=1.93m 64
1.12 96 21 89 89 21
96 1.36 69
645 40
69 1.36 40 1.655
69 m 3 1 1 5 410 2 8 e 1 = 6 1 0 e . = 0 1 c m 0.0c m 1 4 5 1 6 8 5 0 2 0 e = 1 0 .0 c m 416 e=10c m l=3.02 m 4 7 1 2 e = e = 9 .5 c m 416 e=10c m l=3.02 1 0 .0 2 1 c m 3.19
69
1.61
69
3.24
m
2816 e=10.0c 6 1 23 416 e=9.5cm
22 416 e=9.5cm 21 416 e=9.5cm
mm 66 44 ..11 == ll mm nn ee cc 00 11 == ee 00 11 44 11 mm 99 66 ..00 == ll 88 88 ss iiee ee gg aa ttnn oo MM
33 77
40 556 mm mm ll==22..1133 40 11441122 ee==1100cc 1.325 44
11 55 40 44 22 11 66 ee == 11 00 cc mm ll== 33 ..11 99 m mm m l=3.02 416 e=10c
1 2
2 116 e=9.5cm mm innen + auen mm ll==33..0000 441166 ee==1100cc 00 11 22 66 44 22 11 66 ee == 11 00 cc mm ll== 33 ..22 44 mm
mm
mm
ll==22..9999
661166 ee==1100cc
88 11
mm
1 6 7 1 441166 ee==1100cc mm ll==22..9988
6 77
e 11
= 1 0 .0 c m
20 416 e=9.5cm
116 e=10.0cm 13 18 616 e=9.5cm 716 e=10.0cm 10 17 416 e=9.5cm 40 712 e=10.0cm 11 12 716 e=10.0cm m 1516 e=10.0c
3 1
m
1120 e=10.0c 8 m m l=2.10 712 e=10c
11 11
40 02.2
38 02.2 1.48 Montageeisen 48 7 5 m 1412 e=10.0c
Draufsicht Kopfbalken
Abschnitt 7
216 e=10.0cm 14
1 .4 48 7 8 Montageeisen
712 e=10.0cm 4 Alle Mae sind am Bau zu prfen!
Hochwasserschutzanlage: Kopfbalken:
Beton: C30/37 LP Beton: C30/37 LP
XA1, XC4, XF3, XM1 XA1, XC4, XF3,
Stahl: BSt 500 (S) Stahl: BSt 500 (S)
Betondeckung: nomc = 60 mm Betondeckung: nomc = 60mm
nomc oben = 50mm
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 7 - 9
Gepr. 18-05-09Seidel
AAuuffttrraaggssnnrr..:: 5.263.8051.001 PPllaann--NNrr..:: G I.I.3.6.2 a MMaassttaabb ((mm,, ccmm)) BBllaatttt 11 PPhhaassee:: AAuussffhhrruunnggssppllaannuunngg EErrss.. ff..:: 1 : 25 / 1 : 15 / 1 : 100 11 BBll..