[Seite 1]
J2
B
B E T O N S T A H L L I S T E (BS-Nr.: 24.3-111.6) −−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−− Pos.Nr Anzahl ds Länge Ges.länge Gewicht [mm] [m] [m] [kg] −−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−− Schnitt B-B .31 204 12 1.90 387.60 344.19 .32 204 12 1.60 326.40 289.84
Detail Montageeisen unter Querbewehrung
.33 102 12 2.75 280.50 249.08 M 1:25 .34 102 12 2.40 244.80 217.38
M 1:10
.35 7 16 12.00 84.00 132.72 .36 7 16 6.80 47.60 75.21 .37 7 16 12.00 84.00 132.72 .38 7 16 6.40 44.80 70.78 .39 51 12 2.00 102.00 90.58 .40 24 16 10.00 240.00 379.20 .41 24 16 6.50 156.00 246.48 T .42 1 16 29.70 29.70 46.93 K .43 39 16 0.80 31.20 49.30 T .44 1 16 23.60 23.60 37.29 .45 20 16 2.60 52.00 82.16 K .46 51 14 0.80 40.80 49.37 .47 6 10 10.00 60.00 37.02 .48 6 10 6.00 36.00 22.21 .49 36 10 3.00 108.00 66.64 .50 21 14 2.40 50.40 60.98 .51 4 10 12.00 48.00 29.62 −−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−− G E S A M T M E N G E N: B500B −−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−− Durchmesser Einheitsgewicht Länge Gewicht [mm] [kg] [m] [kg] −−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−− 10 0.617 252.00 155.48 12 0.888 1341.30 1191.07 14 1.210 91.20 110.35 16 1.580 792.90 1252.78
Schnitt A-A
−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−− Gesamtgewicht ds-time(13.3-37.8): 2709.69 −−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−
M 1:25
K - Klebearmierung T - Tabelle
Grundriss
d bei Stabdurchmesser d br1 s
M 1:25
< 20 mm ≥ 20 mm
4 d 7 d s s
Betongüte C35/45 XC4, XD1 , XA2, XF2, WA
B
- Betondeckung c [mm] 55 nom
ingenieur-bau-werk gmbh, Daimlerstraße 4 73054 Eislingen/Fils, Tel 07161 65163-0, Fax -99 info@ingenieur-bau-werk.de
ingenieur-bau-werk
A A
Referat 47.1 Nord - Straßenbau Regierungspräsidium Tübingen
B
-