[Seite 1]
Grundriss Fluchttreppe Schnitt A - A
+8,185 ts riF 1.97 3.91 2.91
2.967 5.739
1.54 1.427 1.14 1.15 1.15 1.15 1.149
5.51
1.94 1.63 1.94
5 6 4 3 2 5 8 4 5 2 1 9 1 4 7 8 4 2 5 3 3 1 Fl. 60x6 mm Fl. 60x6 mm HEA 140 HEA 140 HEA 140 HEA 140 5 9 5 7 8 3 2 8 HEA 140 4 HEA 140 Fl. 60x6 mm Fl. 60x6 mm 7
8 8 8 0 0 0 0 0 0 0 0
B
U 220 0 2 2 U 1 A E H 1 A E H 1 1 A E H 1 A E H 0 2 2 U 86 0 .2 37 1 .2
B
+2,70 4 Steigungen 8 3 .1 0 3 .1 0 3 .1 0 2 17,8x26,5 +2,80 m 7 0 .1 4 3 .1 7 0 .1 0 1 .1 2 U 5 HEA 140 +2,09 3 8 8 U 220 U 220 U 220 2 2 4 Fl. 60x6 mm 2 2 5 6 3 54 0 .3 5 8 2 5 8 2 0 2 2 U 1 HEA 140 HEA 14 8 0 5 5 1 U 220 8 8 U 220 U 220 U 220 U 220 12 Steigungen 6 17,8x26,5
+2,10 m 6 4 Legende
8 3 .1 0 3 .1 0 3 .1 A 12 1 S 7 t , e 8 i x g 2 u 6 n , g 5 en A 5 9 .1 0 U 220 0 1 .2 0 0 4 4 4 4 1 1 1 1 A A A A U 220 U 220 E H E H E H ±0,00 = FFB E H 10 -0,05 =+110,26 üNN Bestand Beton 8 8 8 HEA 140 HEA 140 7
Bestand Mauerwerk
1.54 3.10
Beton C25/30
85 1.67 2.915 8 1.64 2.74 22
14 14 14 14 8 1.43 1.32 2.56 2.84
Profilstahl S 235 JR
1.295 1.705 2.705 2.98 alle Schrauben Güte 8.8
Schweißnähte a = 3mm
Ansicht Fluchttreppe Schnitt B - B
1.97 3.91 2.91
8 8 1.66 1.23 5.66 8
Fl. 60x6 mm Fl. 60x6 mm Fl. 60x6 mm Handlauf 2 Fl. 60x6 mm Fl. 60x6 mm ø 42.4x1.5mm 5 2 3 0 7 Fl. 60x6 mm 1 0 .1 .1 5 8 +2,80 +2,80 +2,805 2 HEA 100 +2,70 3 3 +2,70 +2,09 7 0 .1 0 1 .1 16 Steigungen U 220 2 2 +2,09 2 8 5 8 U 220 U 220 HEA 100 9 HEA 100 3 3 1 U 220 3 6 1 2 2 17,8x26,5 4 3 HEA 100 2 2 4 4 Steigungen 2 2 17,8x26,5 U 220 5 5 Fl. 60x6 mm U 220 1 1 4 0 0 4 1 A 4 1 A 5 8 .2 6 6 78 6 6 6 6 6 U 220 E E .2 .2 .2 .2 4 H H 5 9 .1 1 .2 7 5 9 .1 5 9 .1 0 4 1 0 4 1 0 4 1 0 4 1 A A A A 0 0 E E E E 4 4 H H H H 1 1 A A ±0,00 = FFB ±0,00 = FFB -0,05 E H E H =+110,26 üNN -0,05 =+110,26 üNN
10
S02
Positionsplan Treppe