PPT_7072_Brosch_Architek_en_4_RZ.pdf

7/27/2019 PPT_7072_Brosch_Architek_en_4_RZ.pdf

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W e r b e m a s t e

Pfleiderer Europoles

GmbH & Co.KG

Ingolstaedter Strasse 51

D-92318 Neumarkt / Germany

Phone +49 (0)9181/ 28-880

Fax +49 (0)9181/ 28-514

[email protected]

www.europoles.com

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Outlet infoundation

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P r o D u c t D e s i G n i n F o r m a t i o n


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Corbel connection withreaded rod connectand swung-out stirru

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Installationthrough afloor slab

Column-headintegration intoin-situ concrete

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Figs. 1/4: Humboldt University, Berlin [Augustin und Frank Architekten, Berlin ]. Fig.2: CityPal ais, Duisburg [ Chapman Taylor Architekten , Dsseldorf ].Fig. 3: Kasse l Wilhelmshhe railway station [ Brandt & Bttcher, Berlin; Peter Schuck, Kassel ]

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C 80/95Percentage of reinforcement: 9 %

Preliminary-design table for spun-concrete columns after official approvalof Europoles; satisfies stipulations as per F120

Outer column diameter [mm]1

Length [m] 200 250 300 350 400 450 500 550 600 700 800 950 1.100

3 864 1.769 3.000 4.280 5.880 7.660 9.390 11.750 13.890 18.950 25.150 36.200 48.300

4 669 1.488 2.610 3.900 5.530 7.300 9.040 11.390 13.510 18.530 24.700 35.800 47.800

5 520 1.180 2.220 3.520 5.170 6.960 8.750 11.100 13.220 18.260 24.450 35.500 47.500

6 350 960 1.770 3.070 4.730 6.510 8.360 10.740 12.870 17.940 24.140 35.200 47.200

8 1 95 5 10 1 .1 70 2 .1 25 3 .6 00 5 .5 00 7 .0 00 9 .5 00 1 1 .3 00 1 6 .5 00 2 3 .0 00 3 4 .0 00 4 6 .0 00

1 0 1 15 3 15 7 75 1 .3 80 2 .6 00 4 .1 00 5 .8 00 8 .0 00 1 0 .1 00 1 5 .2 00 2 1 .5 00 3 3 .1 00 4 5 .1 00

1 1 1 05 2 70 6 20 1 .1 60 2 .1 20 3 .5 30 5 .1 80 6 .9 70 9 .3 00 1 4. 33 0 2 0. 20 0 3 2. 05 0 4 3. 50 0

1 2 8 5 2 30 5 20 9 75 1 .8 60 3 .0 60 4 .6 10 6 .3 70 8 .6 00 1 3. 63 0 19 .5 00 3 0. 00 0 42 .0 001 3 7 0 2 00 4 20 8 10 1 .5 50 2 .5 40 4 .0 50 5 .7 40 7 .8 20 1 2. 67 0 18 .4 20 2 8. 55 0 40 .1 00

1 4 6 5 1 50 3 90 7 00 1 .3 70 2 .2 20 3 .5 90 5 .1 40 7 .1 50 1 1. 83 0 17 .5 70 2 7. 78 0 39 .5 00

1 5 3 40 6 30 1 . 22 0 1 .9 60 3 . 18 0 4 .6 20 6 . 51 0 1 1. 11 0 1 6. 69 0 2 7. 15 0 3 8. 87 0

16 3 10 56 0 99 0 1. 73 0 2. 68 0 4. 12 0 5. 81 0 1 0. 42 0 1 5. 99 0 2 6. 58 0 3 8. 73 0

18 800 1.370 2.150 3.270 4.420 8.610 13.980 24.270 36.770

20 970 1.140 1.750 2.650 3.750 6.960 11.890 21.860 34.200

22 560 9 50 1.480 2.150 3.100 5.740 9.790 19.330 31.230

24 490 8 20 1.250 1.840 2.610 4.840 8.250 16.410 28.430

28 470 6 10 9 20 1.270 1.910 3.550 6.060 12.060 21.630

C 80/95Percentage of reinforcement: 15 %

Preliminary-design table for spun-concrete columns after official approvalof Europoles; satisfies stipulations as per F120

Outer column diameter [mm]2

Length [m] 250 300 350 400 450 500 550 600 700 800 950 1.100

3 2.350 3.850 5.250 7.550 9.650 12.100 14.800 18.800 25.300 33.100 47.100 62.800

4 1.900 3.300 4.750 7.000 9.150 11.600 14.400 18.200 24.700 32.500 46.400 62.100

5 1.400 2.750 4.250 6.450 8.750 11.200 14.000 17.800 24.300 32.400 46.100 61.700

6 1.050 2.200 3.700 5.800 8.150 10.700 13.500 17.300 23.900 31.800 45.700 61.300

8 5 90 1 .3 10 2 .5 00 4 .5 00 7 .0 00 9 .5 00 1 2. 50 0 15 .8 00 2 2. 60 0 30 .7 00 4 4. 70 0 60 .2 00

1 0 3 70 8 40 1 .6 10 4 .3 00 5 .5 00 8 .0 00 10 .8 00 13 .8 00 2 0. 80 0 29 .2 00 4 3. 30 0 58 .5 00

1 1 3 10 6 90 1 .3 20 2 .2 90 3 .9 30 6 .4 50 9 .5 00 12 .7 00 19 .7 00 28 .1 00 42 .4 00 57 .8 00

1 2 2 50 5 80 1 .1 10 2 .2 00 3 .3 00 5 .5 50 8 .5 00 11 .4 00 18 .4 00 26 .9 00 41 .5 00 56 .5 00

13 1 .75 0 3 .05 0 4 .80 0 7 .20 0 11 .25 0 1 7. 10 0 2 6. 30 0 4 0. 40 0 5 5. 40 0

14 1.520 2.600 4.200 6.300 9.150 15.700 25.000 39.200 54.500

15 1.310 2.250 3.700 5.600 8.100 14.400 23.500 37.800 53.400

16 1.150 2.000 3.250 4.950 7.200 13.000 22.000 36.200 52.100

18 900 1.550 2.550 3.950 5.800 10.600 19.000 32.600 49.100

20 740 1.270 2.050 3.150 4.700 8.750 16.200 29.000 45.300

22 590 1.060 1.700 2.600 3.850 7.300 13.700 25.400 41.300

24 490 870 1.450 2.200 3.250 6.100 11.600 22.000 37.300

28 350 6 20 1.030 1.600 2.420 4.350 8.550 16.600 29.500

Characteristic loads (service loads) in kN

2)Hollow core of the column D i 1/3 x D A . Loads in accordance with DIN 1045/1 fire-protection certification takes place in accordance with an expert opinion (project-related).Conventional high-rise columns, with full-surface over the cross-section at the head and foot. Intermediate lengths and extra-long dimensions available upon request.

1)Hollow core of the column Di 1/3 x DA. Loads in accordance with DIN 1045/1 fire-protection certification takes place in accordance with an expert opinion (project-related).

Calculation with *-method. Conventional high-rise columns, with full-surface over the cross-section at the head and foot.

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