Gemeente Zwolle

Gll2288hh PPooss.. 33..22.. JJooiinntt PPooss.. 33..22.. JJooiinntt

PPooss.. 33..11 C Crroossss bbeeaam m H

HEEB B 114400 SS335555

PPooss.. 33..11 C Crroossss bbeeaam m H

HEEB B 114400 SS335555

C

Coonnnneeccttiioonn

C

Crroossss tteennssiioonn rreeiinnffoorrcceem meenntt

JOINT 2

JOINT 3

JOINT 1

4 to 3 plates 25 mm S355 1 bolt 36 mm 10.9

2 plates 10 mm S355 4x7 dowels 16 mm Frame HEB140 S355

4x4 fully threaded screws 14x800 top/bottom 4x5 fully threaded screws 12x160

3 plates 10 mm S355 4x10 dowels 20 mm

connection via screwed plywood panel

Gl28h

cross section variable

Gl28h

cross section variable

Pavement/Green

EPDM waterproofing membrane monitoring layer

CLT subconstruction C24 t=15 cm Ventilation t=6cm

vapor permeable membrane Main carriers GL28h

CLT 15cm C24 LONGITUDINAL SECTION

JOINT 2

JOINT 3

JOINT 1 4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5 4 piles

pile head 3.0x3.0x1.5

6 piles

pile head 5.0x3.0x1.5 6 piles

pile head 5.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5 4 piles

pile head 3.0x3.0x1.5

everywhere between pile heads 0.6x1.0

2 piles 2 piles

1 pile

2 piles

2 piles 1 pile 2 piles

1 pile

2 piles 2 piles

2 piles 1 pile

pile head 0.6x1.0 pile head 0.6x1.0

fully threaded screws

fully threaded screws Elastomer support

max. deformation 23,3 mrad

2 piles

pile head 0.6x1.0 2 piles

pile head 0.6x1.0 4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

Dimension of piles and foundations according to BREED ID, Den Haag.

This plan is only valid in conjunction with the associated structural calculation and the valid technical drawings of ipv Delft and creative and Karres en Brands.

Section axis 1 S 1:100

Longitudinal section S 1:200 Position plan S 1:200

VO/DO02 Position, longitudinal section, details IB 2040

O

Osstteerrllooffff,, M Miillllss,, HHooyyeerr

Index Datum Name Änderung

VO/DO Zwolle, NL

Passerelle Station

Postbus 10007, 8000 GA Zwolle Tel.: +31 6 5007 0493

Gemeente Zwolle

7. 80

18.87 ⁵ 1.80 24.00 34.00 34.00 34.00 1.80 17.34 ⁵

129.60

2. 55 2. 55 2. 55

Bearing situation n.S.

1.50% 1.50%

+2.79

10.00 10.00

5. 23

10.00

6. 43 3

10.00

6. 25 9

Section axis 2 S 1:100

Section axis 2 M 1:100 Section axis 3 S 1:100 Section axis 4 S 1:100 Section axis 5 S 1:100

10.00

5. 60

Standard Section S 1:50

10.00

2.20 75 1.40 90 1.40 75 2.20

9.60

22 22 22 22 22 24 20 36

1. 34

Detail CLT connection S 1:10 Detail joint axis 2,3 S 1:20 Detail connection bridge to stairs S 1:20

Detail cross beam S 1:20

1. 34

90 (75)

15 5 1. 03 15 5 1. 00

45 25 25 45

2.50

15 6

30

Foundation axis 4 S 1:50

3.00 3.50 3.00

1.69 ¹ 4.40 ³ 6.80 5.12 86 1.80 ¹ 1.00 10.91 10.55 1.54 1.66 10.03 10.03 10.03 2.25 2.44 4.00 1.041.04 8.49 8.49 1.041.04 5.38 1.041.04 10.03 10.03 11.02 1.88 1.80 89 3.62 4.00 3.84 3.61 ⁸ 1.65 ⁶

5.00

50 2.00 2.00 50

1. 50 1. 50

50 2.00 50

3.00

Foundations S 1:50

Detail joint axis 2 S 1:20

125

126

Editor Date Size Scales

3300..0088..22002211 11117799 xx 883311 m mm m 11::220000 || 11::110000

Planinhalt: Planbezeichnung:

Projekt: Projektierung: Fachplanung Brückenbau:

Haus Sülz 7, 53797 Lohmar Tel. +49 2205 90 44 80 www.ib-miebach.de

Projektphase:

Tim van Muijden

5

1 2 3 4

7800

+2.00

B.K. spoor

+2.79

B.K. PERRON

spoor 6500

spoor 6500 spoor 6500 spoor

busstation 4750 busstation 4750 6500

PVR-NL

SSiinnggllee bboolltt jjooiinntt

SSlliitttteedd ppllaattee aanndd ddoow weell C

Coonnnneeccttiioonn C Crroossss bbeeaam m

sslliitttteedd ppllaattee aanndd ddoow weell

B Buutttt JJooiinntt M

Maaiinn ttiim mbbeerr bbeeaam m

M

Maaiinn ttiim mbbeerr bbeeaam m free in all directions

I II III IV

stiff in cross section, free in longitudinal section stiff in longitudinal section, free in cross section stiff in all directions

TTyypp ooff bbeeaarriinngg

I I II I

III III IV III I I II I I I II I III III IV III

D

Deecckk ssuubbccoonnssttrruuccttiioonn

11:: 5500 || 11::2200 || 11::1100

HEEB B 660000 SS335555

PPooss.. 44..22 C Crroossss bbeeaam m H

HEEB B 440000 SS335555 PPooss.. 44 SSttaaiirrw waayy

PPooss.. 44..11 M Maaiinn bbeeaam m H

HEEB B 660000 SS335555

PPooss.. 44 SSttaaiirrw waayy

PPooss.. 44..22 C Crroossss bbeeaam m H PPooss.. 33..11 C Crroossss bbeeaam m

H

HEEB B 114400 SS335555 PPooss.. 33..22.. JJooiinntt

PPooss.. 33..11 C Crroossss bbeeaam m H

HEEB B 114400 SS335555

PPooss.. 55 PPiieerrss 22xx H HEEB B 770000 SS335555

PPooss.. 66 FFoouunnddaattiioonnss

B Beeaarriinngg PPooss.. 44..11 M Maaiinn bbeeaam m H

HEEB B 660000 SS335555

PPooss.. 44..22 C Crroossss bbeeaam m H

HEEB B 440000 SS335555 PPooss.. 44 SSttaaiirrw waayy

PPooss.. 44 SSttaaiirrw waayy PPooss.. 44..11 M Maaiinn bbeeaam m

H

HEEB B 660000 SS335555

PPooss.. 44..22 C Crroossss bbeeaam m H

HEEB B 440000 SS335555 22xx H HEEB B 770000 SS335555

PPooss.. 55 PPiieerrss

PPooss.. 66 FFoouunnddaattiioonnss PPooss.. 33 M Maaiinn bbeeaam m

G

Gll2288hh PPooss.. 33..22.. JJooiinntt PPooss.. 33..22.. JJooiinntt

PPooss.. 33..11 C Crroossss bbeeaam m H

HEEB B 114400 SS335555

PPooss.. 33..11 C Crroossss bbeeaam m H

HEEB B 114400 SS335555

C Coonnnneeccttiioonn

C

Crroossss tteennssiioonn rreeiinnffoorrcceem meenntt

JOINT 2

JOINT 3

JOINT 1

4 to 3 plates 25 mm S355 1 bolt 36 mm 10.9

2 plates 10 mm S355 4x7 dowels 16 mm Frame HEB140 S355

4x4 fully threaded screws 14x800 top/bottom 4x5 fully threaded screws 12x160

3 plates 10 mm S355 4x10 dowels 20 mm

connection via screwed plywood panel Gl28h

cross section variable

Gl28h

cross section variable

Pavement/Green

EPDM waterproofing membrane monitoring layer

CLT subconstruction C24 t=15 cm Ventilation t=6cm

vapor permeable membrane Main carriers GL28h

CLT 15cm C24 LONGITUDINAL SECTION

JOINT 2

JOINT 3

JOINT 1 4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5 4 piles

pile head 3.0x3.0x1.5

6 piles

pile head 5.0x3.0x1.5 6 piles

pile head 5.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5 4 piles

pile head 3.0x3.0x1.5

everywhere between pile heads 0.6x1.0

2 piles 2 piles

1 pile

2 piles

2 piles 1 pile 2 piles

1 pile

2 piles 2 piles

2 piles 1 pile

pile head 0.6x1.0 pile head 0.6x1.0

fully threaded screws

fully threaded screws Elastomer support

max. deformation 23,3 mrad

2 piles pile head 0.6x1.0 2 piles

pile head 0.6x1.0 4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

Dimension of piles and foundations according to BREED ID, Den Haag.

This plan is only valid in conjunction with the associated structural calculation and the valid technical drawings of ipv Delft and creative and Karres en Brands.

Section axis 1 S 1:100 Longitudinal section S 1:200 Position plan S 1:200

VO/DO02 Position, longitudinal section, details IB 2040

O

Osstteerrllooffff,, M Miillllss,, HHooyyeerr

Index Datum Name Änderung

VO/DO Zwolle, NL

Passerelle Station

Postbus 10007, 8000 GA Zwolle Tel.: +31 6 5007 0493 Gemeente Zwolle

7. 80

18.87

⁵

1.80 24.00 34.00 34.00 34.00 1.80 17.34

⁵

129.60

2. 55 2. 55 2. 55

Bearing situation n.S.

1.50% 1.50%

+2.79

10.00 10.00

5. 23

10.00

6. 43

3

10.00

6. 25

9

Section axis 2 S 1:100

Section axis 2 M 1:100 Section axis 3 S 1:100 Section axis 4 S 1:100 Section axis 5 S 1:100

10.00

5. 60

Standard Section S 1:50

10.00

2.20 75 1.40 90 1.40 75 2.20

9.60

22 22 22 22 22 24 20 36

1. 34

Detail CLT connection S 1:10 Detail joint axis 2,3 S 1:20 Detail connection bridge to stairs S 1:20

Detail cross beam S 1:20

1. 34

90 (75)

15

5

1. 03 15

5

1. 00

45 25 25 45

2.50

15 6

30

Foundation axis 4 S 1:50

3.00 3.50 3.00

1.69

¹

4.40

³

6.80 5.12 86 1.80

¹

1.00 10.91 10.55 1.54 1.66 10.03 10.03 10.03 2.25 2.44 4.00 1.041.04 8.49 8.49 1.041.04 5.38 1.041.04 10.03 10.03 11.02 1.88 1.80 89 3.62 4.00 3.84 3.61

⁸

1.65

⁶

5.00

50 2.00 2.00 50

1. 50 1. 50

50 2.00 50

3.00

Foundations S 1:50

Detail joint axis 2 S 1:20

127

Editor Date Size Scales

3300..0088..22002211 11117799 xx 883311 m mm m 11::220000 || 11::110000

Planinhalt: Planbezeichnung:

Projekt:

Projektierung:

Fachplanung Brückenbau:

Haus Sülz 7, 53797 Lohmar Tel. +49 2205 90 44 80 www.ib-miebach.de

Projektphase:

Tim van Muijden

5

1 2 3 4

7800

+2.00

B.K. spoor

+2.79

B.K. PERRON

spoor 6500

spoor 6500 spoor 6500 spoor

busstation 4750 busstation 4750 6500

PVR-NL

SSiinnggllee bboolltt jjooiinntt

SSlliitttteedd ppllaattee aanndd ddoow weell C

Coonnnneeccttiioonn C Crroossss bbeeaam m

sslliitttteedd ppllaattee aanndd ddoow weell

B Buutttt JJooiinntt M

Maaiinn ttiim mbbeerr bbeeaam m

M

Maaiinn ttiim mbbeerr bbeeaam m free in all directions

I II III IV

stiff in cross section, free in longitudinal section stiff in longitudinal section, free in cross section stiff in all directions

TTyypp ooff bbeeaarriinngg

I I II I

III III IV III I I II I I I II I III III IV III

D

Deecckk ssuubbccoonnssttrruuccttiioonn

11:: 5500 || 11::2200 || 11::1100

HEEB B 660000 SS335555

PPooss.. 44..22 C Crroossss bbeeaam m H

HEEB B 440000 SS335555 PPooss.. 44 SSttaaiirrw waayy

PPooss.. 44..11 M Maaiinn bbeeaam m H

HEEB B 660000 SS335555

PPooss.. 44 SSttaaiirrw waayy

PPooss.. 44..22 C Crroossss bbeeaam m H

HEEB B 440000 SS335555 PPooss.. 33 M Maaiinn bbeeaam m PPooss.. 33..11 C Crroossss bbeeaam m

H

HEEB B 114400 SS335555 PPooss.. 33..22.. JJooiinntt

PPooss.. 33..11 C Crroossss bbeeaam m H

HEEB B 114400 SS335555

PPooss.. 55 PPiieerrss 22xx H HEEB B 770000 SS335555

PPooss.. 66 FFoouunnddaattiioonnss

B Beeaarriinngg PPooss.. 44..11 M Maaiinn bbeeaam m H

HEEB B 660000 SS335555

PPooss.. 44..22 C Crroossss bbeeaam m H

HEEB B 440000 SS335555 PPooss.. 44 SSttaaiirrw waayy

PPooss.. 44 SSttaaiirrw waayy PPooss.. 44..11 M Maaiinn bbeeaam m

H

HEEB B 660000 SS335555

PPooss.. 44..22 C Crroossss bbeeaam m H

HEEB B 440000 SS335555 22xx H HEEB B 770000 SS335555

PPooss.. 55 PPiieerrss

PPooss.. 66 FFoouunnddaattiioonnss PPooss.. 33 M Maaiinn bbeeaam m

G

Gll2288hh PPooss.. 33..22.. JJooiinntt PPooss.. 33..22.. JJooiinntt

PPooss.. 33..11 C Crroossss bbeeaam m H

HEEB B 114400 SS335555

PPooss.. 33..11 C Crroossss bbeeaam m H

HEEB B 114400 SS335555

C Coonnnneeccttiioonn

C

Crroossss tteennssiioonn rreeiinnffoorrcceem meenntt

JOINT 2

JOINT 3

JOINT 1

4 to 3 plates 25 mm S355 1 bolt 36 mm 10.9

2 plates 10 mm S355 4x7 dowels 16 mm Frame HEB140 S355

4x4 fully threaded screws 14x800 top/bottom 4x5 fully threaded screws 12x160

3 plates 10 mm S355 4x10 dowels 20 mm

connection via screwed plywood panel Gl28h

cross section variable

Gl28h

cross section variable

Pavement/Green

EPDM waterproofing membrane monitoring layer

CLT subconstruction C24 t=15 cm Ventilation t=6cm

vapor permeable membrane Main carriers GL28h

CLT 15cm C24 LONGITUDINAL SECTION

JOINT 2

JOINT 3

JOINT 1 4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5 4 piles

pile head 3.0x3.0x1.5

6 piles

pile head 5.0x3.0x1.5 6 piles

pile head 5.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5 4 piles

pile head 3.0x3.0x1.5

everywhere between pile heads 0.6x1.0

2 piles 2 piles

1 pile

2 piles

2 piles 1 pile 2 piles

1 pile

2 piles 2 piles

2 piles 1 pile

pile head 0.6x1.0 pile head 0.6x1.0

fully threaded screws

fully threaded screws Elastomer support

max. deformation 23,3 mrad

2 piles pile head 0.6x1.0 2 piles

pile head 0.6x1.0 4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

Dimension of piles and foundations according to BREED ID, Den Haag.

This plan is only valid in conjunction with the associated structural calculation and the valid technical drawings of ipv Delft and creative and Karres en Brands.

Section axis 1 S 1:100 Longitudinal section S 1:200 Position plan S 1:200

VO/DO02 Position, longitudinal section, details IB 2040

O

Osstteerrllooffff,, M Miillllss,, HHooyyeerr

Index Datum Name Änderung

VO/DO Zwolle, NL

Passerelle Station

Postbus 10007, 8000 GA Zwolle Tel.: +31 6 5007 0493 Gemeente Zwolle

7. 80

18.87

⁵

1.80 24.00 34.00 34.00 34.00 1.80 17.34

⁵

129.60

2. 55 2. 55 2. 55

Bearing situation n.S.

1.50% 1.50%

+2.79

10.00 10.00

5. 23

10.00

6. 43

3

10.00

6. 25

9

Section axis 2 S 1:100

Section axis 2 M 1:100 Section axis 3 S 1:100 Section axis 4 S 1:100 Section axis 5 S 1:100

10.00

5. 60

Standard Section S 1:50

10.00

2.20 75 1.40 90 1.40 75 2.20

9.60

22 22 22 22 22 24 20 36

1. 34

Detail CLT connection S 1:10 Detail joint axis 2,3 S 1:20 Detail connection bridge to stairs S 1:20

Detail cross beam S 1:20

1. 34

90 (75)

15

5

1. 03 15

5

1. 00

45 25 25 45

2.50

15 6

30

Foundation axis 4 S 1:50

3.00 3.50 3.00

1.69

¹

4.40

³

6.80 5.12 86 1.80

¹

1.00 10.91 10.55 1.54 1.66 10.03 10.03 10.03 2.25 2.44 4.00 1.041.04 8.49 8.49 1.041.04 5.38 1.041.04 10.03 10.03 11.02 1.88 1.80 89 3.62 4.00 3.84 3.61

⁸

1.65

⁶

5.00

50 2.00 2.00 50

1. 50 1. 50

50 2.00 50

3.00

Foundations S 1:50

Detail joint axis 2 S 1:20

128

Editor Date Size Scales

3300..0088..22002211 11117799 xx 883311 m mm m 11::220000 || 11::110000

Planinhalt: Planbezeichnung:

Projekt: Projektierung: Fachplanung Brückenbau:

Haus Sülz 7, 53797 Lohmar Tel. +49 2205 90 44 80 www.ib-miebach.de

Projektphase:

Tim van Muijden

5

1 2 3 4

7800

+2.00

B.K. spoor

+2.79

B.K. PERRON

spoor 6500

spoor 6500 spoor 6500 spoor

busstation 4750 busstation 4750 6500

PVR-NL

SSiinnggllee bboolltt jjooiinntt

SSlliitttteedd ppllaattee aanndd ddoow weell C

Coonnnneeccttiioonn C Crroossss bbeeaam m

sslliitttteedd ppllaattee aanndd ddoow weell

B Buutttt JJooiinntt M

Maaiinn ttiim mbbeerr bbeeaam m

M

Maaiinn ttiim mbbeerr bbeeaam m free in all directions

I II III IV

stiff in cross section, free in longitudinal section stiff in longitudinal section, free in cross section stiff in all directions

TTyypp ooff bbeeaarriinngg

I I II I

III III IV III I I II I I I II I III III IV III

D

Deecckk ssuubbccoonnssttrruuccttiioonn

11:: 5500 || 11::2200 || 11::1100

HEEB B 660000 SS335555

PPooss.. 44..22 C Crroossss bbeeaam m H

HEEB B 440000 SS335555 PPooss.. 44 SSttaaiirrw waayy

PPooss.. 44..11 M Maaiinn bbeeaam m H

HEEB B 660000 SS335555

PPooss.. 44 SSttaaiirrw waayy

PPooss.. 44..22 C Crroossss bbeeaam m H

HEEB B 440000 SS335555 PPooss.. 33 M Maaiinn bbeeaam m PPooss.. 33..11 C Crroossss bbeeaam m

H

HEEB B 114400 SS335555 PPooss.. 33..22.. JJooiinntt

PPooss.. 33..11 C Crroossss bbeeaam m H

HEEB B 114400 SS335555

PPooss.. 55 PPiieerrss 22xx H HEEB B 770000 SS335555

PPooss.. 66 FFoouunnddaattiioonnss

B Beeaarriinngg PPooss.. 44..11 M Maaiinn bbeeaam m H

HEEB B 660000 SS335555

PPooss.. 44..22 C Crroossss bbeeaam m H

HEEB B 440000 SS335555 PPooss.. 44 SSttaaiirrw waayy

PPooss.. 44 SSttaaiirrw waayy PPooss.. 44..11 M Maaiinn bbeeaam m

H

HEEB B 660000 SS335555

PPooss.. 44..22 C Crroossss bbeeaam m H

HEEB B 440000 SS335555 22xx H HEEB B 770000 SS335555

PPooss.. 55 PPiieerrss

PPooss.. 66 FFoouunnddaattiioonnss PPooss.. 33 M Maaiinn bbeeaam m

G

Gll2288hh PPooss.. 33..22.. JJooiinntt PPooss.. 33..22.. JJooiinntt

PPooss.. 33..11 C Crroossss bbeeaam m H

HEEB B 114400 SS335555

PPooss.. 33..11 C Crroossss bbeeaam m H

HEEB B 114400 SS335555

C Coonnnneeccttiioonn

C

Crroossss tteennssiioonn rreeiinnffoorrcceem meenntt

JOINT 2

JOINT 3

JOINT 1

4 to 3 plates 25 mm S355 1 bolt 36 mm 10.9

2 plates 10 mm S355 4x7 dowels 16 mm Frame HEB140 S355

4x4 fully threaded screws 14x800 top/bottom 4x5 fully threaded screws 12x160

3 plates 10 mm S355 4x10 dowels 20 mm

connection via screwed plywood panel Gl28h

cross section variable

Gl28h

cross section variable

Pavement/Green

EPDM waterproofing membrane monitoring layer

CLT subconstruction C24 t=15 cm Ventilation t=6cm

vapor permeable membrane Main carriers GL28h

CLT 15cm C24 LONGITUDINAL SECTION

JOINT 2

JOINT 3

JOINT 1 4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5 4 piles

pile head 3.0x3.0x1.5

6 piles

pile head 5.0x3.0x1.5 6 piles

pile head 5.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5 4 piles

pile head 3.0x3.0x1.5

everywhere between pile heads 0.6x1.0

2 piles 2 piles

1 pile

2 piles

2 piles 1 pile 2 piles

1 pile

2 piles 2 piles

2 piles 1 pile

pile head 0.6x1.0 pile head 0.6x1.0

fully threaded screws

fully threaded screws Elastomer support

max. deformation 23,3 mrad

2 piles pile head 0.6x1.0 2 piles

pile head 0.6x1.0 4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

Dimension of piles and foundations according to BREED ID, Den Haag.

This plan is only valid in conjunction with the associated structural calculation and the valid technical drawings of ipv Delft and creative and Karres en Brands.

Section axis 1 S 1:100 Longitudinal section S 1:200 Position plan S 1:200

VO/DO02 Position, longitudinal section, details IB 2040

O

Osstteerrllooffff,, M Miillllss,, HHooyyeerr

Index Datum Name Änderung

VO/DO Zwolle, NL

Passerelle Station

Postbus 10007, 8000 GA Zwolle Tel.: +31 6 5007 0493 Gemeente Zwolle

7. 80

18.87

⁵

1.80 24.00 34.00 34.00 34.00 1.80 17.34

⁵

129.60

2. 55 2. 55 2. 55

Bearing situation n.S.

1.50% 1.50%

+2.79 +2.36

+2.86

10.00 10.00

5. 23

10.00

6. 43

3

10.00

6. 25

9

Section axis 2 S 1:100

Section axis 2 M 1:100 Section axis 3 S 1:100 Section axis 4 S 1:100 Section axis 5 S 1:100

10.00

5. 60

Standard Section S 1:50

10.00

2.20 75 1.40 90 1.40 75 2.20

9.60

22 22 22 22 22 24 20 36

1. 34

Detail CLT connection S 1:10 Detail joint axis 2,3 S 1:20 Detail connection bridge to stairs S 1:20

Detail cross beam S 1:20

1. 34

90 (75)

15

5

1. 03 15

5

1. 00

45 25 25 45

2.50

15 6

30

Foundation axis 4 S 1:50

3.00 3.50 3.00

1.69

¹

4.40

³

6.80 5.12 86 1.80

¹

1.00 10.91 10.55 1.54 1.66 10.03 10.03 10.03 2.25 2.44 4.00 1.041.04 8.49 8.49 1.041.04 5.38 1.041.04 10.03 10.03 11.02 1.88 1.80 89 3.62 4.00 3.84 3.61

⁸

1.65

⁶

5.00

50 2.00 2.00 50

1. 50 1. 50

50 2.00 50

3.00

Foundations S 1:50

Detail joint axis 2 S 1:20

129

Editor Date Size Scales

3300..0088..22002211 11117799 xx 883311 m mm m 11::220000 || 11::110000

Planinhalt: Planbezeichnung:

Projekt:

Projektierung:

Fachplanung Brückenbau:

Haus Sülz 7, 53797 Lohmar Tel. +49 2205 90 44 80 www.ib-miebach.de

Projektphase:

Tim van Muijden

5

1 2 3 4

7800

+2.00

B.K. spoor

+2.79

B.K. PERRON

spoor 6500

spoor 6500 spoor 6500 spoor

busstation 4750 busstation 4750 6500

PVR-NL

SSiinnggllee bboolltt jjooiinntt

SSlliitttteedd ppllaattee aanndd ddoow weell C

Coonnnneeccttiioonn C Crroossss bbeeaam m

sslliitttteedd ppllaattee aanndd ddoow weell

B Buutttt JJooiinntt M

Maaiinn ttiim mbbeerr bbeeaam m

M

Maaiinn ttiim mbbeerr bbeeaam m free in all directions

I II III IV

stiff in cross section, free in longitudinal section stiff in longitudinal section, free in cross section stiff in all directions

TTyypp ooff bbeeaarriinngg

I I II I

III III IV III I I II I I I II I III III IV III

D

Deecckk ssuubbccoonnssttrruuccttiioonn

11:: 5500 || 11::2200 || 11::1100

HEEB B 660000 SS335555

PPooss.. 44..22 C Crroossss bbeeaam m H

HEEB B 440000 SS335555 PPooss.. 44 SSttaaiirrw waayy

PPooss.. 44..11 M Maaiinn bbeeaam m H

HEEB B 660000 SS335555

PPooss.. 44 SSttaaiirrw waayy

PPooss.. 44..22 C Crroossss bbeeaam m H

HEEB B 440000 SS335555 PPooss.. 33 M Maaiinn bbeeaam m PPooss.. 33..11 C Crroossss bbeeaam m

H

HEEB B 114400 SS335555 PPooss.. 33..22.. JJooiinntt

PPooss.. 33..11 C Crroossss bbeeaam m H

HEEB B 114400 SS335555

PPooss.. 55 PPiieerrss 22xx H HEEB B 770000 SS335555

PPooss.. 66 FFoouunnddaattiioonnss

B Beeaarriinngg PPooss.. 44..11 M Maaiinn bbeeaam m H

HEEB B 660000 SS335555

PPooss.. 44..22 C Crroossss bbeeaam m H

HEEB B 440000 SS335555 PPooss.. 44 SSttaaiirrw waayy

PPooss.. 44 SSttaaiirrw waayy PPooss.. 44..11 M Maaiinn bbeeaam m

H

HEEB B 660000 SS335555

PPooss.. 44..22 C Crroossss bbeeaam m H

HEEB B 440000 SS335555 22xx H HEEB B 770000 SS335555

PPooss.. 55 PPiieerrss

PPooss.. 66 FFoouunnddaattiioonnss PPooss.. 33 M Maaiinn bbeeaam m

G

Gll2288hh PPooss.. 33..22.. JJooiinntt PPooss.. 33..22.. JJooiinntt

PPooss.. 33..11 C Crroossss bbeeaam m H

HEEB B 114400 SS335555

PPooss.. 33..11 C Crroossss bbeeaam m H

HEEB B 114400 SS335555

C Coonnnneeccttiioonn

C

Crroossss tteennssiioonn rreeiinnffoorrcceem meenntt

JOINT 2

JOINT 3

JOINT 1

4 to 3 plates 25 mm S355 1 bolt 36 mm 10.9

2 plates 10 mm S355 4x7 dowels 16 mm Frame HEB140 S355

4x4 fully threaded screws 14x800 top/bottom 4x5 fully threaded screws 12x160

3 plates 10 mm S355 4x10 dowels 20 mm

connection via screwed plywood panel Gl28h

cross section variable

Gl28h

cross section variable

Pavement/Green

EPDM waterproofing membrane monitoring layer

CLT subconstruction C24 t=15 cm Ventilation t=6cm

vapor permeable membrane Main carriers GL28h

CLT 15cm C24 LONGITUDINAL SECTION

JOINT 2

JOINT 3

JOINT 1 4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5 4 piles

pile head 3.0x3.0x1.5

6 piles

pile head 5.0x3.0x1.5 6 piles

pile head 5.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5 4 piles

pile head 3.0x3.0x1.5

everywhere between pile heads 0.6x1.0

2 piles 2 piles

1 pile

2 piles

2 piles 1 pile 2 piles

1 pile

2 piles 2 piles

2 piles 1 pile

pile head 0.6x1.0 pile head 0.6x1.0

fully threaded screws

fully threaded screws Elastomer support

max. deformation 23,3 mrad

2 piles pile head 0.6x1.0 2 piles

pile head 0.6x1.0 4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

4 piles

pile head 3.0x3.0x1.5

Dimension of piles and foundations according to BREED ID, Den Haag.

This plan is only valid in conjunction with the associated structural calculation and the valid technical drawings of ipv Delft and creative and Karres en Brands.

Section axis 1 S 1:100 Longitudinal section S 1:200 Position plan S 1:200

VO/DO02 Position, longitudinal section, details IB 2040

O

Osstteerrllooffff,, M Miillllss,, HHooyyeerr

Index Datum Name Änderung

VO/DO Zwolle, NL

Passerelle Station

Postbus 10007, 8000 GA Zwolle Tel.: +31 6 5007 0493 Gemeente Zwolle

7. 80

18.87

⁵

1.80 24.00 34.00 34.00 34.00 1.80 17.34

⁵

129.60

2. 55 2. 55 2. 55

Bearing situation n.S.

1.50% 1.50%

+2.79 +2.36

+2.86

10.00 10.00

5. 23

10.00

6. 43

3

10.00

6. 25

9

Section axis 2 S 1:100

Section axis 2 M 1:100 Section axis 3 S 1:100 Section axis 4 S 1:100 Section axis 5 S 1:100

10.00

5. 60

Standard Section S 1:50

10.00

2.20 75 1.40 90 1.40 75 2.20

9.60

22 22 22 22 22 24 20 36

1. 34

Detail CLT connection S 1:10 Detail joint axis 2,3 S 1:20 Detail connection bridge to stairs S 1:20

Detail cross beam S 1:20

1. 34

90 (75)

15

5

1. 03 15

5

1. 00

45 25 25 45

2.50

15 6

30

Foundation axis 4 S 1:50

3.00 3.50 3.00

1.69

¹

4.40

³

6.80 5.12 86 1.80

¹

1.00 10.91 10.55 1.54 1.66 10.03 10.03 10.03 2.25 2.44 4.00 1.041.04 8.49 8.49 1.041.04 5.38 1.041.04 10.03 10.03 11.02 1.88 1.80 89 3.62 4.00 3.84 3.61

⁸

1.65

⁶

5.00

50 2.00 2.00 50

1. 50 1. 50

50 2.00 50

3.00

Foundations S 1:50

Detail joint axis 2 S 1:20

In document Architectuur en constructie (pagina 48-53)