[Seite 1]
12 8012 e=10.0cm 13 innen
- auen
12 4212 e=10.0cm innen + auen 8012 e=10.0cm innen + auen
19 212 e=10.0cm 20 18 212 e=10.0cm 6 412 e=15.0cm 212 e=10.0cm 212 e=15.0cm 6 3
412 e=15.0cm
9 1206 e=10.0cm 17 6012 e=10.0cm 0. 0 c m + u nt e n 1 n = e e b 6 o 0 3 m 14 88 Montageeisen 1 0 1 0. 0 c = 10 2 e 606 e=10.0cm 412 e=15.0cm 6 4 6 1
4 11 1
4012 e=10.0cm
112012 e=10.0cm
4455 33001122 ee==1100ccmm ll==55..8866mm 5 11 1 1 5 1 5 5 5 55 511 74 155 74 155 88.1 88.1 1188 1199 22 22 00 22 11 11 22 22 22 11 22 22 22 ee 22 11 == 33 22 22 ee 22 11 11 == 22 44 22 00 22 ee 11 11 cc == 55 22 22 00 ee 22 mm 11 11 cc == 22 66 ee 00 22 22 mm 11 11 ll == cc == 22 00 77 ee 22 22 mm 11 33 11 ll cc == == 22 00 88 ee .. 22 mm 11 66 33 11 ll cc == == 00 22 33 ee .. mm 22 11 55 33 ll cc 11 mm == == 00 22 99 .. ee mm 22 11 33 55 ll cc 11 mm == == 00 .. 77 mm ee 22 55 33 11 ll cc mm == == 44 .. 00 mm ee 55 33 ll 11 mm == cc == 11 .. 00 mm 44 33 ll 11 mm == cc 99 .. 00 44 33 mm ll mm == cc 66 ..44 mm 33 mm ll== 22 .. 44 33 mm ll== 2 00 .. . 33 2 33 mm 2 9 . 77 .. 2 33 6 mm 5 44mm 2.12 841 841 841 841 1.2 1 2 .22 1.22 1.22 3300 3311 2211 22 22 11 ee 22 == ee 11 == 00 11 cc 00 mm cc mm ll== 33 ll== ..22 33 99 ..22 mm 66mm 2.065 7 45 33 18 7 445 6 445 385 17 55 571 385 mm 17 33 33 ..11 == ll mm 11 DK 22 cc 00 11 == ee 22 11 22 44 22
22 11
Schnitt 1 - 1, quer zur Wand
Bewehrungsfhrung fr Abschnitt 1
2.35 1.55 30 50
11 4012 e=10.0cm 1
m c 0 .0 1
e 2 1 0 9 8 9 .2 3 0 3 1 .3
m c 0 m m .0 1 c 0 c = e m .0 1 = 0 .0 1 2 1 0 c 0 .0 e = 3 5 2 1 0 3 e 2 1 0 7 1 = e 8 7 8 7 5 1 2 1 DBV - BK 22 1
0 3
7812 e=10.0cm 5 16 4612 e=10.0cm oben + unten 38 15 568 e=50.0cm
15 288 e=50.0cm 5 1 5 3 3 2 6 1 1 1 2 2 e e = = 1 1 0 0 .0 .0 cm cm oben + unten 212 e=10.0 2 c 1 m 2 e=1 4 0 6 .0cm 48 52 2 5 1 0 2 4 e 9 2 = 1 1 2 0 2 . 1 e 0 2 = c m 1 e 0 = . 1 0 0 c . m 0cm 7812 e=10.0cm oben + unten 1 1 2 5 54 4 1 2 2 8 e e = = 1 5 0 0 . . 0 0 c c m m inne o n b e + n a + u e u n nten 412 e=10.0cm 1 8
5 5212 e=10.0cm oben + unten 2 3 1 2 e = 1 0 .0
15 428 e=50.0cm innen + auen 7 2 3 1 2 e c m 42 3012 e=10.0cm
12 6612 e=10.0cm oben + unten 43 1012 e=10.0cm = 1 0 .0 c m 1 5 3 64 2 1 1 2 6 2 e e = = 2 1 1 1 0 2 5 .0 . e 0 cm = cm 15.0cm 41 3012 e=10.0cm 35 212 e=10.0cm 0 c m 212 e=10.0cm e = 1 0. 39 2 1 3 2
8 7
2 3 1 2 e = 1 44 3012 e=10.0cm 41 o 2 ben + 2 unten 13 2012 e=10.0cm
0 .0 c m 10 306 e=10.0cm 45 3012 e=10.0cm innen + auen 13 5612 e=10.0cm 1177 1166 44661122 ee==1100ccmm ll==33..7777mm 112812 e=10.0cm 66001122 ee==1100ccmm ll==33..9955mm
48 14 Montageeisen 4 212 e=15.0cm
o 21 b 2 e n e = + 1 u 0 n .0 te c n m 2 13 6612 e=10.0cm innen + auen
2.405 841
841 1.2
1 2
.22 11 3312 e=10.0cm 2.375 841 1.22 2.35 2.65 771 841 1.22 4433 4444 1100 33 11 00 22 11 ee 22 == ee 11 == 00 11 cc 00 mm cc mm ll== 55 ll== ..77 55 66 ..88 mm 55mm 3.21 17 mm 00 77 ..00 == ll mm cc 00 11 == ee 22 11 11 mm 99 00 ..11 == ll mm cc 00 11 == ee 22 11 22 00 55 mm 00 88 ..11 == ll mm cc 00 11 == ee 22 11 22 99 44 mm 00 55 ..22 == ll mm cc 00 11 == ee 22 11 22 mm 11 22 ..33 == ll mm cc 00 11 == ee mm 22 99 ..33 == ll mm 2.2 2 3 . 5 20 2 5 .1 2 8 .15 841 841 841 1.2 1 2 .2 1 2 .22
11 33 66 11 22 ee == nn ee ttnn 22 55 88 44 22 11 22 77 44 cc 00 11 == ee 22 11 22 2299 221122 ee==1100ccmm ll==33..3322mm 841 1.22 66 11 22 11 55 cc mm uu ++ nn 66 44 2.04 841 1.22 ee == 11 00 cc mm ll== 11 ..99 44 mm 22 66 11 22 ee == 11 11 00 cc 88 mm ll== 00 00 ..88 99 66
mm 11 22 ee 00 == 66 11 00 99 ee cc == mm 11 11 00 ll 00 == ccmm 00.. 99 ll== 55 00 mm ..9955 ll== 22 mm ..44 00 mm 555 40 40 44 ee bb oo 66 11 mm 22 77 ee 55 == .. 11 22 55 == cc ll mm mm 3 cc ll 2 == 00 .2 11 11 .. == 33 ee 55 mm 22 11 00 33 22 55 17 mm 00 00 ..33 == ll mm cc 55 11 == ee 22 11 88 66 88 11 77 55 2233 11 44 11 66 66 22 88 11 ee 88 22 == 6 ee ee 11 0 == == 00 55 11 cc 00 00 mm cc cc mm mm ll== 11 ll ll == == ..33 00 11 88 .. .. 33 55 mm 22 88 mm mm 11 11 mm 66 44 ..11 == ll mm cc 00 11 == ee 22 11 11 22 11 mm 33 99 ..22 == ll mm cc 00 11 == ee 22 11 33 nn ee ss iiee ee gg aa ttnn oo MM mm 33 99 ..22 == ll 88 3322 33 33 22 44 11 33 22 22 55 11 33 ee 22 22 == 66 11 33 ee 11 22 22 77 == 00 33 11 ee 11 cc 22 22 == 88 33 mm 00 11 11 ee 22 cc 22 99 00 44 == mm 11 ll == cc ee 22 11 22 00 33 mm == 11 00 ll
44 == 22 ee .. 11 22 cc 22 33 11
11 == ll 00 mm 33
44 == ee 22 .. 22 11 cc 22 mm 33 == 11
22 00 mm ll 00 ee .. == 22 11 cc 11
33 mm == 2 33 00 mm 77
00 ll . ee 11 0 == .. cc mm 33 11 1 1 11 == 00 33 . mm ll 9 00 22 55 == 11 cc 8 ..
11 11 mm 33 mm 00
ee ll
22 22 == 1 .. cc
== 00 . mm 9 33 mm ll ee 11 2 == 99 1 .. 5
== .
00 00 33 mm 9 ll 0 11 cc == 66 ..00 mm 00 mm 22 44
cc .. 33 mm
mm ll== 99 22 mm
ll== ..55
22 22
..55 mm
77mm 841 841 841 1.22 1.2 1 2 .22
44 22 22 11
33 44 11 11 50 81 24 212 e=10.0cm
212 e=10.0cm 38 212 e=10.0cm
3.95 841 1.22 2.32 40 841 1.22 2.095 506.1 40 841 1.22 1.84 60 60 841 1.925 39.2 31 212 e=10.0cm
8892 56 25 212 e=10.0cm
155 56 21 212 e=10.0cm 22 212 e=10.0cm 23 26 212 e=10.0cm 212 e=10.0cm 27 212 e=10.0cm 28 212 e=10.0cm 29 212 e=10.0cm 30 212 e=10.0cm 32 33 212 e=10.0cm 212 e=10.0cm 34 212 e=10.0cm 36 212 e=10.0cm 37 212 e=10.0cm
3.77 2.645 771 155 155 155 3.205 40 28 28 571.1 571.1 35.1 35.1 17 502.2 841 1.22 06.1 1.955 841 1.22 17 40 1.87 70 841 1.22 60 1.815 841 1.785 60 841
1.97 81 70 39.2
Abschnitt 1
2.48 5 4.465
4.025 2.05
Draufsicht Abschnitt 1 - 2
2 2 5 2.65 Abschnitt 2 2.70 5 212 e=10.0cm 47 3.22 5 3.26
5 .6 7 1 5 5 1. 46 5 3 2. 4 .8 4 1 212 e=10.0cm 40 0 3
0 5
Alle Mae sind am Bau zu prfen!
5 5 5 .1 1.96 1.82 3.94 9 3.80
Hochwasserschutzanlage:
5 3 .2 606 e=10.0cm 2
2 Beton: C30/37 LP
XA1, XC4, XF3
5 Stahl: BSt 500 (S)
0 2.71
3 2.73 Betondeckung: nomc = 60 mm
0 5 5 2.595 3.27 3.29 771 3.165 46
45
11 Abstandhalter DBV - BK 22 L=2,50, e=70cm
Schnitt 2 - 2, quer zur Wand
Bewehrungsfhrung fr Abschnitt 2 2.35 1.55 30 50
11 3312 e=10.0cm 1
Regeldetail Vertikalfuge
m
c M 1 : 15
0 .0 1 = e 506 e=10.0cm 9 9 506 e=10.0cm 2 1 6 6 256 e=10.0cm 10 10 256 e=10.0cm 3 1
nderungen
9 Index Datum Name Signum Bemerkung 9 0 .2 a 05.12.2022 Meinicke nderungen nach Prfstatiker 3 .3 Auftraggeber
LLaannddeessttaallssppeerrrreennvveerrwwaallttuunngg ddeess FFrreeiissttaaaatteess SSaacchhsseenn
LANDESTALSPERREN Betrieb Elbaue / Mulde / Untere Weie Elster VERWALTUNG m SACHSEN 13 93 90 c 0 .0 m m c Auftragnehmer G.U.B. Ingenieur AG m c 0 1 /2 1 0 3 2 1 = e 2 1 6 6 c 0 .0 1 = e 2 1 0 0 .0 5 = e 8 7 88 M je o n n a t c a h g e A e b is s e ch n nitt variieren! G T T I 0 E n 8 e e - t e M e 0 l l e e r 5 o a f f n o 6 a t i e l e n x Z t c w h i c n k i a k u , w i n 0 0 K U w f 3 3 o a m 7 w 7 @ th 5 5 .g w a / / g u r 2 2 u e i b n 1 7 b l - e - t i 2 1 i n t n n e 1 7 g s g c t . 1 5 . r d d h a 7 e 0 e e n i 1 k 1 Bautechnik 1 3 5 Lagebezug: RD 83 Hhenbezug: DHHN92 4 1 DBV - BK 22 4 5 Landkreis: Zwickau Gemeinde: Waldenburg 4 Gemarkung:Waldenburg, Kertzsch Flurstck:
Datum Name Unterschrift Hochwasserschutzmanahme Zwickauer Mulde
0 5 6412 e=10.0cm
3 Waldenburg, M 1010
Gezei.18-05-15 Keler
Fluss-km 58+813,70 bis 58+887,50
Bearb.18-05-14 Adler 43 4612 e=10.0cm
Bewehrungsplan HWS-Wand Abschnitt 1 und 2
Gepr. 18-05-16Seidel
AAuuffttrraaggssnnrr..:: 5.263.8051.001 PPllaann--NNrr..:: G I.I.3.17.2 a MMaassttaabb ((mm,, ccmm)) BBllaatttt 11 PPhhaassee:: AAuussffhhrruunnggssppllaannuunngg EErrss.. ff..:: 1 : 50 / 1 :10 11 BBll..