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A R C H I T E C T U R E C O N S T R U C T I O N

K A I

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K I N G M A


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A R C H I T E C T U R E C O N S T R U C T I O N

K A I

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K I N G M A


Construction addendum for the architectural portfolio of Kai Kingma


THE CUBE


SECTION DETAILS

GSEducationalVersion


HÖLDERLIN

GSEducationalVersion


SECTION DETAILS

noisreVlanoitacudESG


CONSTRUCTION 2 1

1

2

2

Section

2 Section

Section

2 Construction Detail 1 Connection support beams to main beams A

1

B

connected by slotted plate dowel Ø15 EN 14592

C

D

2

2 1

Section

2

Topview

2

2

1

SB glued laminated timber 140/240 mm MB glued laminated timber 220/580 mm

Section

Section

Section

Construction Detail 2

Construction Detail 3

Connection support beams to main beams

Connection support beams to main beams

SB glued laminated timber 140/240 mm MB glued laminated timber 220/580 mm

SB glued laminated timber 140/240 mm MB glued laminated timber 220/580 mm

connected by slotted plate dowel Ø15 EN 14592

connected by slotted plate dowel Ø15 EN 14592

1 2

Topview

GSEducationalVersion

Topview


1

2

22

7,10 14

52

14

52

14 52

14 52

14 52

22 14

52

14 52

14 52

3

3,96

22

4

7,10

22

52

14

2

22

14 52

BEAM PLAN

1

535

52

B

B

535

12

535

12

535

12

535

12

535

22 12

535

12

535

12

535

12

535

12

3,96

4

22

7,10

22

54

16,72

A

16,72

A

7,10 12

3

C

C

D

D

1,245

22

1,245

22

1,245

22

1,245

22

1,245

D

4

C

3

22

3,20 3,00

58

10,63

58

2,87

40

22

2

B

1

Construction Roof

A

Construction Slab

5,50

5,50

5,50

16,50

Section east-west

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Section north-west


M-WEST

GSEducationalVersion


DIMENSIONS 5

2 2,2 5

,35 13

2 2,2 5

2 2,2

5

2 2,2 5

2 2,2 5

15 ,98

5

VP3 Wand (N) (39,64 | 62,24)

VP2 Wand (N) (31,79 | 62,43)

VP1 Wand (N) (23,94 | 62,24)

4 4,1

4,6 55

2,0 15

0 3,9

2 2,2

4,6 55

5

4 4,1

VP3 Wand (G2) (6,42 | 60,88)

4,6 55

5

,66 32

5

4 4,1

5

4 4,1

5

4 4,1

5

4 4,1

40 ,21 m

m ,92 36

VP2 Wand (G2) (15,49 | 49,72)

Stahlbetonwand 5° Neigung 0 3,9

Mittelpunkt (31,80 | 42,60)

VP3 Wand (G1) (21,36 | 43,32)

1,755

Radius Wand (W) 13,75

1,755

VP1 Wand (G2) (21,01 | 36,48)

1,755

45,58m

14,04

1,755

VP2 Wand (SO) (51,40 | 31,05)

1,755

VP2 Wand (W) (5,50 | 31,52)

Pfosten-Riegel Fassade 5° Neigung

1,9 8

1,755

1,9 8

1,755

VP3 Wand (SO) (55,82 | 34,50)

VP3 Wand (W) (41,36 | 0,90)

1,755

1,9 8

VP1 Wand (SO) (45,17 | 24,22)

1,9 8 1,9 8

VP1 Wand (W) (14,24 | 24,28)

1,9 8 19 ,80 5

1,9 8

VP2 Wand (G1) (25,34 | 21,66)

1,9 8 1,9 8

5,245

5,24

5,245

4,96

20,70

1,9 8

VP1 Wand (G1) (20,35 | 0)

Ursprung (0|0)

OK Dach + 16,00

VP2 Parabel (20,00 | 16,00)

VP2 Parabel (20,55 | 15,25)

Spannweite 52,90m

Spannweite 53,80m OK Dachrand + 11,80

2,47

Dachaufbau 18,60 cm

OK Sonnenschutz + 8,30

74

Krümmung 12 cm Abschnitt = 0,13mm

Dachaufbau 18,60m

VP2 Parabel (0,00 | 10,00)

2,28 74

11,53

OK Geländer + 4,20

OK Geländer + 4,20

2,28

OK FFB + 3,00

OK FFB + 3,00

74

1,80

41,50

44,60

VP3 Parabel (44,60 | 0)

1,30

2,28

OK FFB ± 0,00

Ursprung (0|0)

Ursprung (0|0)

OK FFB ± 0,00

4,15

44,45

48,60

VP2 Parabel (48,30 | 3,08)


SECTION DETAILS

GSEducationalVersion


SECTION DETAILS

III

GSEducationalVersion

II

I


CONSTRUCTION III

II

I A

B

Profil 50 x 50 x 5

GSEducationalVersion


MODEL

[THE MODEL OF THE CONSTRUCTION WAS BUILD IN THE REAL DIMENSIONS (SCALE 1:1).]

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Construction Addendum Portfolio Architecture Kai Kingma  

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Construction Addendum Portfolio Architecture Kai Kingma  

All Rights reserved by the author.

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