[Seite 1]
Abschnitt 13 0 + 0 6 9 ,6
8 bersicht Abschnitt 13 - 15 M 1 : 100 Abschnitt 14
Abschnitt 15
0 + 0 8 7 ,6 9
21
90 3399221122 ee==1100ccmm ll==33..2244mm 96 mm 88 00 ..11
ll mm cc 00 11
ee 00 11 00 22 11
77 88
mm 22 mm 11 44 ..11 00 == ..11 ll mm == ll mm cc 00 11 cc == 00 ee 11 == 66 ee 66 66 99 11 22 99 33 54 99 88 88 88 14
m c 0 .0 1 = e 6 1 7
6
2816 e=10.0cm oben + unten 53 38
53 88 92
m c 0 .0 5 = e 8
6
1.36
12
96 3 2 1
21 89 89
69
1.36 02.2
38 02.2 54 93 93 34
45 45
m c 0 .0 1 = nn e ee 0 ss 2 iiee 9 ee 5 gg aa 8 ttnn oo m MM m c c 0 0 .0 .0 1 mm 1 = 00 = e 88 e 2 ..22 2 1 == 1 9 4 9 4 ll 88 44 22 0 0 9 4 9 9
1 12216 e=10cm l=4.52m
4 2812 e=10cm l=2.13m 1.325
04 40
3.315
3.24 17.2 87 6010 e=10.0cm
7
38 7
mm 00 88 ..22 == ll mm cc 00 11 == ee 00 22 00 44 22
5 9 m c 0 0. 1 = e 6 1 7 6 8
65
40
04 5 m c 0 .0 1 = e 0 2 0 6
40 56 3 9
3 9
m 8 7 .4
l m c 0 1 = e 0 2 9 1 1 08.2 m c 0 .0 1 = e m 2 1 0 c 0 .0 6 1 = e 2 1 0 6 m 1 7 .2 = l m c 0 1 m = e c 0 2 .0 1 0 1 4 = 2 e 0 2 33 0 99 6 5 9
1 6116 e=9.5cm
40
645
90 08.2 nn ee ss iiee ee m gg aa 1 ttnn oo 7 .2 MM = l m c mm 0 11 1 77 = ..22 == e 2 ll 88 1 0 44 4 22 2
11 99
112233 11330088 ee==5500ccmm ll==00..5522mm
5 9
98
21
6 16816 e=10cm l=3.31m 96 2 816 l=3.10m
3 5610 e=10cm l=1.46m
65 96 4 5 9 9 m 9 6 .0 = l 8 6 1
7
5 5612 e=10cm l=1.44m 17.2 69
89 12
21
89 1.36
1.36 69
40
Schnitt 1 - 1, quer zur HWS-Wand
Abschnitt 13 und 14
49 50 49
1
g m n 8 c u 8 .4 0 6 > fie rg re b
0 8
30 88 30 1.48 556 3 1 4 1 0 e = 1 0 .0 c m
40 m =10.0c 716 e
7 2
m =10.0c 712 e 4
1 4 1 2 e = 1 0 .0 c m 3 m 1 4 1 0 e = 5 5520 e =10.0c 1 8 0 .0 c m m 0 e = 1 0. 0c m 5616 e =9.5c 2 6 8 5c m 9. = e 6 1 5 1 96 02.2 44 40 11 44 11 22 ee
11 00 cc mm 1.325 ll== 22 ..11 33 mm 11 6 66 11 11 66 2 8 1 6 e = 1 0 ee == 11 00 cc mm ll== 40 40 55 22 88 11 22 .0 c m 44 ..55 22 645 ee == 11 mm 00 5 22 cc mm 716 e =10.0c m 1 4 1 2 e = 1 69 44 6 11 5 66 ll== 33 ..11 40 ll== 11 ..44 44 mm 6 0 00 .0 mm 7 c m 21 21 4 8 89 M o n 69 ta g 65 e e is e n 33 22881100 ee==1100ccmm ll==11..4466mm mm 4 712 e=10.0cm 99 66 ..00 == ll 88 88 77 m mm
716 e =10.0c 88 77 ..44
ll mm 6 cc 00 11 == ee 00 22 11 66
88
3.315
m
2 6
716 e =10.0c mm ll ==33..3311 mm ==1100cc 2 7 44221166 ee 2 8 1 6 e = 1 0 .0 c m o b e n + u n te n 1 ==33..3366 mm SStt BB hh ee llee tt oo ss nn ii 2 nn . dd 8 dd 6 ee cc vv kk oo uu rr nn OO gg rr tt aa ee bb nn zz 66 uu ttss llnn pp gg rree ee cc nn hh !! eenndd ddeerr ==1100cc mm ll 2.86 33551166 ee ==33..3322 mm 22 77 ==1100cc mm ll 771166 ee 66 22 178 505
178 46 02.2 39 34
39
Montageeisen
m
Draufsicht Kopfbalken
5.44 5 =10.0c
Abschnitt 15 496 e
m > b 7 e 5 rg c reifung
5 99
3.24 38 5 56 2.00
5 5.44 2.00 4 9 B e to S th le s 48 7 1 7 7 .9 2.83 n d e c k in d v o Montageeisen u n r O 1 5 0 g a b z u rt e n ts .4 8 ln g p re e c n h ! e n 99 d 4 9 d e r 53 48 178
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 53 38 53 92 88
3 9
m 0c 0. 1 = e 6 8 9 8 8 17.2
mm
==11..1122 mm ll ==1100cc 998866 ee
mm
88 99 ==11..0044 mm ll ==1100cc
88 11996666 ee 14 88 45 mm 45 88 00 ..11 == ll mm 2.71 2.80 cc nn nn 00 ee ee 11 ss ss == iiee iiee ee 00 ee gg m ee gg m 11 aa 1 aa 0 00 66 ttnn oo 2. 7 ttnn oo 2. 8 MM = MM = 77 m l m l 88 mm 0 c mm 0 c 11 1 00 1 77 = 88 = ..22 == 2 e ..22 == 0 e ll 88 0 1 ll 88 0 2 22 2 22 2 11 1 11 1
11 33 44 5 99 99 99 9
112233 11330088 ee==5500ccmm ll==00..5522mm 7 45 38 7 45
m =10.0c 4912 e
2 0
1 mm ==33..2244 mm ll ==1100cc 44991122 ee
0 9
m 0c 0. 1 = e 0 1 5 7 mm 2.83 8 ==33..3311 mm ll ==1100cc 11 00 11 44991122 ee ==1100cc mm ll ==33..3311 mm 44991122 ee 22 485 178 11 00 08.2 m =10.0c 91 68 986 e Montageeisen 8 8 m m 94 68 7 1 8 0 2. 2. = =
Draufsicht Wand
5.44 5 9812 e =10.0c m 8 9 2 e = 1 0 c m l 0 e = 1 0 c m l
9 0 0 1 0 2 2 2
Abschnitt 15 1 1
5 9 m 1 2 3 1308 e =50 in .0 n c en + auen b > e 6 rg 0 r e c m ifung
m
11012 e =10.0c 4912 e =10.0c
m
1 0 1
5 56
m
0c 0. 9 3 1 0 1 i n 2 n e e = n 1 + a u e n
1 7 7 8 9 496 e =10.0c m 8 7 5510 e =1
1 0
1 .
0 0
2 c m
0 e =10.0c m innen + auen
9 0
5.44 5
.9 5 4 9 68 94 9 Montageeisen 68 91 5 m 1 0 Montageeisen 0. 0c .4 8 1 0 2 0 e = n 1 + a u e n 4 9 9 5 i n n e 53
Schnitt 2 - 2, lngs zur HWS-Wand
Abschnitt 13 und 14
Fr Abschnitt 14 ist die Lngenabweichung ber die bergreifungslngen an zu passen! 5.995
123 1308 e=50.0cm
87 6010 e=10.0cm
n e s n e s ie 93 12012 e=10.0cm innen + auen ie e g a e g tn a o tn M
1 9 o M
8 6 n e u a
- n e n n i n e u a
- n e n n i 1 9 8 6 m m c 0 .0 1 = e 2 1 8 9 ber > g r 6 e 0 if u c n m g c 0 .0 1 = e 2 1 8 9 n 0 0 e s 9 g 9 ie m n e c 0 6 > u fie rg re g a tn o M b
n 8 e 6 s ie 4 e g 9 a tn o 95 12020 e=10.0cm innen + auen M
8 6
4 9 n n e u 8 5920 e=10.0cm e u a a + + n n e e n n n n i i
m m c m m c 0 .0 0 .0 1 c 0 .0 c 0 .0 1 = 1 1 = e = = e 6 6 9 e 6 e 6 8 4 9 8 9 4 9 9 8 8 9 8 8 8 8 m m c 0 .0 n e u m c 0 .0 > 75 cm m c 0 c 0 .0 1 n e u a 1 = e 2 1 4 1 a + n e n n i 1 = e 2 1 7 bergreifung .0 1 = e 2 1 7 = e 2 1 4 1 + n e n n i 4 5 5 4 1410 e=10.0cm 3 6 2816 e=10.0cm 6 2816 e=10.0cm Montageeisen 48 7 3 1410 e=10.0cm Montageeisen 48 7 2 216 e=9.5cm 6 1416 e=10.0cm innen + auen 6 1416 e=10.0cm innen + auen innen + auen 1 6116 e=9.5cm 2 216 e=9.5cm innen + auen
nderungen
Index Datum Name Signum Bemerkung
a 21.10.2022 Meinicke nderungen nach Prfstatiker Auftraggeber Alle Mae sind am Bau zu prfen! 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
Hochwasserschutzanlage: Kopfbalken: E-Mail info@gub-ing.de
Lagebezug: RD 83 Hhenbezug: DHHN92
Beton: C30/37 LP Beton: C30/37 LP
Landkreis: Zwickau Gemeinde: Waldenburg XA1, XC4, XF3, XM1 XA1, XC4, XF3, Gemarkung:Waldenburg, Kertzsch Flurstck:
Stahl: BSt 500 (S) Stahl: BSt 500 (S) Datum Name Unterschrift Hochwasserschutzmanahme Zwickauer Mulde
Betondeckung: nomc = 60 mm Betondeckung: nomc = 60mm Gezei.18-05-08 Keler Waldenburg, M 1010
Fluss-km 58+212 bis 58+920
nomc oben = 50mm Bearb.18-05-07 Adler
Bewehrungsplan HWS-Wand Abschnitt 13 - 15
Gepr. 18-05-09Seidel
AAuuffttrraaggssnnrr..:: 5.263.8051.001 PPllaann--NNrr..:: G I.I.3.8.2 a MMaassttaabb ((mm,, ccmm)) BBllaatttt 11 PPhhaassee:: AAuussffhhrruunnggssppllaannuunngg EErrss.. ff..:: 1 : 25 / 1 : 15 / 1 :100 11 BBll..