[Seite 1]
1J
Schnitt B-B
M 1:25
Schnitt A-A
M 1:25
Grundriss
M 1:25
B
A A
B
A
B E T O N S T A H L L I S T E (BS-Nr.: 24.0-89.7) −−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−− Pos.Nr Anzahl ds Länge Ges.länge Gewicht [mm] [m] [m] [kg] −−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−− .1 115 12 2.80 322.00 285.94 .2 115 12 2.00 230.00 204.24 .3 115 12 2.10 241.50 214.45 .4 58 12 1.30 75.40 66.96 .5 4 16 12.00 48.00 75.84 .6 4 16 9.30 37.20 58.78 .7 4 16 12.00 48.00 75.84 .8 4 16 8.80 35.20 55.62 .9 14 16 10.60 148.40 234.47 .10 14 16 7.90 110.60 174.75 T .11 1 16 68.24 68.24 107.82
Detail Montageeisen unter Querbewehrung
T .12 1 16 54.44 54.44 86.02 T .13 1 16 33.30 33.30 52.61
M 1:10
.14 23 14 2.35 54.05 65.40 .15 4 10 12.00 48.00 29.62 K .16 58 14 0.80 46.40 56.14 .17 48 10 2.35 112.80 69.60 .18 12 10 10.60 127.20 78.48 .19 12 10 7.50 90.00 55.53 .20 115 12 1.00 115.00 102.12 −−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−− G E S A M T M E N G E N: B500B −−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−− Durchmesser Einheitsgewicht Länge Gewicht [mm] [kg] [m] [kg] −−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−− 10 0.617 378.00 233.23 12 0.888 983.90 873.70 14 1.210 100.45 121.54 16 1.580 583.38 921.74 −−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−− Gesamtgewicht ds-time(13.1-30.9): 2150.21 −−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−− K - Klebearmierung T - Tabelle
d bei Stabdurchmesser d br1 s
< 20 mm ≥ 20 mm
4 d 7 d s s
Betongüte C35/45 XC4, XD1 , XA2, XF2, WA
Betondeckung c [mm] 55 nom
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Referat 47.1 Nord - Straßenbau Regierungspräsidium Tübingen
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