Presentation - Antaq

Presentation
SBE Engineering Consultants

Presentation
- Harbour Engineering
- Civil Engineering
- Industrial Steel Constructions
- Buiding Constructions

Harbour Engineering

Project : Kallo lock, Port of Antwerp (BELGIUM)
Description : - Vessels up to 75.000 Ton DWT
- Length between rolling gates: 360 m
- Width of the lock: 50 m
- Water depth by low tide: 12.5 m (tidal range
in normal conditions: +/- 5 m)
- Equipped with rolling gates, wheelbarrow type

Project : Berendrecht lock, Port of Antwerp (BELGIUM)
Description : - Vessels up to 125.000 Ton DWT
- Length between rolling gates: 500 m
- Width of the lock: 68 m
- Water depth by low tide: 12.5 m (tidal range
in normal conditions: +/- 5 m)
- Equipped with rolling gates, wheelbarrow type
- Constructed while the Zandvlietlock was in operation
- Up till now the LARGEST LOCK in the world considering
width (68 m) and surface (68 m x 500 m)

Project : Containerkaai Noord (BELGIUM)
Description : - Length of quay wall: 1100 m
- Waterdepth: 19 m
- Tidal regime: +/- 5 m
D
M O O T 3
V O O R A A N Z I C H T
S c h a a l 1 / 5 0
A C H T E R A A N Z I C H T
S c h a a l 1 / 5 0
0.02
D e t a i l l a d d er
z i e p l a n 5 9 3/ 7 6 8
3.24
P L A N Z I C H T
S c h a a l 1 / 50
R u b b e r e n d i l a t a t i e v o e g b a n d
0.40
0.50
1.530
1.50
0.40
0.40
1.90
1.200
0.020
0.50
B
S n e d e B - B
S n e d e C - C
S c h a a l 1 / 20 S ch a a l 1 / 2 0
0.35 2.45
2%
2.40 0
0.710 0. 697
0. 53
0.83
0.0 5
0.30
B
5.084 5.450 7.565 6.09 5
De t a i l h a a lk o m
zi e p la n 5 93 / 7 6 7
D
24.19 4
+6 .7 2
9.100 9.100 2.765
3.060 2.400 3.06 0 2.400 3.060 2.400
A s k r a a n r a i l
D e t a il b o ld e r
z i e pl a n 59 3 / 7 67
0.350
22.2 29
D e ta i l l a d d e r
z i e p l a n 5 9 3 / 7 6 8
R u bb e r e n d i l a t a t i e v o e g b a n d
B r .= 3 5 c m z i e p l a n 7 6 7
K u r k d = 2 c m
D e t a i l h y d r a n t
z i e p l a n 5 9 3 / 7 6 9
0.80 0.37
1
0.13
0.13
0.50 0.50
0.37
1
A
A
0.500
1.42 0.29 0.59
1.00
1.200
0.02
+6.82
C
C
0.02 0
A s f a l t p l a t e n d = 2 c m
A s f a l t p la t e n d = 0 . 5 c m
0.02 0
Ru b b e re n d il a t a ti e v o eg b a n d
A s f a l t p l a t e n d = 2 c m
S c h a 1 / h a a l 1 / 2 0
S n e d e 1 - 1
S n e d e 2 - 2
al 20 Sc
0.02
0. 02
2 2
0.45 0.02
0.02
+7.32
0.59
0.29
1.42
1.00
R u b b e r e n d i l a t a t i e v o e g b a n d
B r . = 3 5 c m z i e p l a n 7 6 7
0.02
K u r k d = 2 c m
K u r k d = 2 c m
A s f a l t p l a t e n d = 0 . 5 c m
A s f a l t p l a t e n d =2 c m
A s f a l t p l a t e n d = 0 . 5 c m
A s f a l t p l a t e n d = 2 c m
0.05
0.05
S n e d e A - A
S c h a a l 1 / 2 0
Gr oe f 0 .0 2 x0 .1 0
vo or af wa t er in g
0.005
+7.53
B u i s P V C o1 0 0 m m
1 p e r m o o t
B u i s i n P V C u i t w . o 1 0 0 m m
3 p e r m o o t
4.25
4.00
S n e d e D - D
S c h a a l 1 / 2 0
3
0.05
0.40
0.80
0.37
1.00
0.37
0.30
1.10
D e k z e r k : z i e d e t a i l
p l a n 7 6 7
H a a l k o m : z i e d e t a i l
p l a n 7 6 7
0.05
0.13
0.13
0.40
0.80
0.29
1.42
1.00
3.53
0.02
+7 .5 3
0.05
B o l d e r : z i e d e t a i l
p l a n 7 6 7
1.83
+6.55
+5.70
1.65
+4.70
2.80
1.15 1.15
0.05
0.05
D e t a i l A
s c h a a l 1/ 1 0
0.10
K a b e l g l e u f
0.42
0.75
S t r o om g o o t n i e t i n d e z e a a n n e m i n g
b e g r e p e n
2 %
0.60 0.55 0.52 0.63 0.50
0.40
+7.55
+7.56
+7.32
A s f a l t p l a t e n d = 2 c m
A s f a l t p l a t e n d = 0 . 5 c m
2 . 00 2 . 2 0
0.02
4.20
D r ui p li js t , g r oe f 0 .0 2x 0 .1 0
v o or af wa t er in g
D e t a i l B
s c ha al 1/ 5
0.23
0.10 0.45
0.02
+6 .8 2
+6.72 (veranderlijk)
z i e de t a i l B
Z i n k e n s t r i p b r = 5 c m
i n b e t o n i n t e s c h i e t e n
m e t p a t r o o n n a g e l s a 3 0 c m
+4.75
A s f a l t p l a t e n d = 2 c m
K r a a n r a i l o n d e r s te u n i n g e n b e v e s t i g i n g
n i e t i n d e z e a a n ne m i n g i n b e g r e p e n
o p e n i n g e n n i e t t e v o o r z i e n
+6 .0 0
4 4
OPDRA CHTG EVER :
INGENIE URSB UREAU :
A A N N E M E R :
PLAN :
g oedgekeurd door:
Afdeling Zeeschelde
DOSSIE R :
FORMAA T :
SCHAAL :
TEKENA AR :
INGEN IEUR :
DATUM :
B ev e s t i g i n g m e t z i n k e n s t r i p p e n a l l e 3 0 c m
D ra i n e e r g r i n d 4 / 2 8
G ew e v e n g e o t e x t i e l 2
S pi r a a l v o r m i g g e p e r f o r e e r d e d r a i n e e r b u i s i n P V C
u it w . o 1 0 c m o m w i k k e l d m e t k o k o s v e z e l b a n d
B e v e s t i g i n g m e t z i n k e n s t r i p p e n a l l e 3 0 cm
+5.00
T.R.
26/04/96
1.00
STAD ANTWERPEN
HAVENBEDRIJF
TECHNISCHE DIENST.
zi e d e t a i l B
S n e d e 3 - 3
S c h a a l 1 / 2 0
S n e d e 4 - 4
S c h a a l 1 / 2 0
0.02
0.02
0.45 0.02
0.02
0.80
0.29
1.42
1.00
0.02
MINISTERIE VAN DE VLAAMSE GEMEENSCHAP
DEPARTEMENT LEEFMILIEU EN INFRASTRUCTUUR
ADMINISTRATIE WATERWEGEN
EN ZEEWEZEN
AFDELING ZEESCHELDE
Tijdelijke vereniging
Studiebureau
-
C.V. S.B.E. N.V.
Bree ds t r aa t 23 9,
9 10 0 St . - Ni kl aa s
Tel: 03/777.97.19 Fax: 03/777.98.79
A . K . C .
Antwerpse Kaaimuren Combinatie
Tijdelijke Vereniging
FRANKI - HERBOSCH - KIERE - ANTWERPSE BOUWWERKEN AB.
BINNENVAARTTERMINAL
B ouwe n va n ee n li chte rkad e
Bekisting kesp moot 3.
C.F.C.
DATUM INDEX
I.B. A.Z.
280596 - - A verplaatsing ladder
060696 - - B volgens opmerkingen
28 -08- 96 C volgens opmerkingen
27 -11- 96 D
As built
593
A0
1/20 1/50
L.T.
K ur k d = 2 c m
As f a l t p l a t e n d = 2 c m
As fa l tp la t en d = 0. 5c m
A sf a l t p l a t e n d = 2 c m
0.40
0.005
PLAN NR .:
D
76 1
OMSCHRIJVING
0.70
0.74
0.70
0.13
0.13
BESTEK C3/1025
2.40

Project : Conceptual design of a new set of locks
(3th and 4th lane) on the Panama Canal for
further increase of capacity (PANAMA)

Conceptual design of a new set of locks on the Panama Canal.
Click on animation to start film

Project : Sea lock harbour Sevilla (SPAIN)
Description : - Width of the lock: 40 m
- Length of the lock: 300 m
- Equipped with rolling gates:
20 m x 6 m x 42 m
- 4 gates and 3 bridges (6000 Ton)

Project : Deurganckdok, Antwerp (BELGIUM)
Description : - Length of quay wall: 4000 m
- Waterdepth: 18 m
- Tidal regime: +/- 5 m
A A N N E M E R
P L A N T I T E L
b e s t e k 1 6 / E I / 8 5 6 7 a
M I N I S T E R I E V A N D E V L A A M S E G E M E E N S C H A P
D E P A R T E M E N T L E E F M I L I E U E N I N F R A S T R U C T U U R
A D M I N I S T R A T I E W A T E R W E G E N
E N Z E E W E Z E N
A F D E L I N G Z E E S C H E L D E
W a a s l a n d h a v e n
I N G E N I E U R S B U R E A U
K W A L I T E I T E N :
B e t o n d e k k i n g :
B o u w v a n h e t
C o n t a i n e r g e t i j d e n d o k
T I J D E L I J K E V E R E N I G I N G :
M B G C F E V A N L A E R E D R E D G I N G I N T E R N A T I O N A L
- - -
S tudie bure au:
F a x : 0 3 / 7 7 7 . 9 8 . 7 9
T e l : 0 3 / 7 7 7 . 9 5 . 1 9
N a a m l o z e v e n n o o t s c h a p
9 1 0 0 S i n t N i k l a a s
-
S l a c h t h u i s s t r a a t 7 1
O P D R A C H T G E V E R
P L A N N R . :
T V 2 1 6 5 / 0 0 4
F O R M A A T : A 0
T E K E N A A R : H . B .
I N G E N I E U R : R . S .
D A T U M : 0 2 0 2 0 1
- -
D a t u m I n d e x O m s c h r i j v i n g
G e m e e n t e l i j k h a v e n b e d r i j f A n t w e r p e n
T e c h n i s c h e d i e n s t
O F A N T W E RP
P O R T
B e t o n : C 2 5 / 3 0 m i l i e u k l a s s e 4 b w e r k v l o e r C 1 2 / 1 5 m i l i e u k l a s s e 1
-
W a p e n i n g s s t a a l : B E 5 0 0 S ( R e k e n e n m e t f y k = 4 0 0 N / m m )
ý
b e t o n d i k t e 3 0 2 0 0 c m d e k k i n g 7 c m
< <
b e t o n d i k t e 3 0 c m d e k k i n g 5 c m
<
b e t o n d i k t e 2 0 0 c m d e k k i n g 1 0 c m
>
M O O T M E T T R A P / G R O E F M Z 6 : W A P E N I N G Z O O L
S C H A A L : 1 / 5 0 1 / 5 0 0 0
-
S P I E G E D E E L T E
I n p l a n t i n g s p l a n
M 2
M 3
M 4
M 5
M 6
M 7
M 8
T Y P E M O O T A T Y P E M O O T B T Y P E M O O T A
T Y P E M O O T C
M 9
M 1 0
M 1 1
M 1 2
M 1 3
M 1 4
M 1 5
M 1 6
scha al : 1/5 000
P r i n c i p e d o o r s n e d e w a p e n i n g f u n d e r i n g s z o o l
s chaal : 1 /50
U P N 1 0 0
U P N 1 6 0
N o t a :
w a p e n i n g k o p v l a k k e n z o o l
z i e p l a n n e n 2 1 6 5 / 0 5 2 1 6 5 / 0 6
-
B o v e n w a p e n i n g
scha al : 1/5 0
O n d e r w a p e n i n g
scha al : 1/50
U P N 1 0 0
U P N 1 6 0
H E A 1 0 0
4 a n k e r s M 1 6
H E A 1 0 0
H E A 1 0 0 , l 5 5 8
÷
H E A 1 0 0 , l 5 5 8
÷
L 5 0 / 5 0 / 5 , l 7 2 0
÷
H E A 1 2 0 , l 4 8 2
÷
we g n e e m b a a r
f ra m e
f r a m e
f r a m e
f r a m e
s t o r t v o e g i n w a n d
s t o r t v o e g i n w a n d
S t e u n c o n s t r u c t i e v o o r l o o p b r u g
+ m o f s t a v e n
L 5 0 / 5 0 / 5 , l 7 2 0
÷
1 5 , 0 0
-
1 3 , 9 5
-
2 0 , 0 0
-
1 4 , 7 0
-
1 7 , 8 0
-
1 5 , 0 0
-
1 7 , 3 0
-
2 0 , 0 0
-
21 , 0 0
-
18 , 0 0
-
14 , 7 0
-
5 4 o
8 8 o
9 2 o
77 o
3 6 o
8 8 o
5 4 o
5 4 o
7 7 o
5 4 o
1 3 o
5 4 o
5 4 o
5 4 o
5 4 o
1 3 o
2
2
2 2 0 l = 4 3 5
ø
2
1 2 0 2 0 a = 2 2 . 4
ø
3 2 0 2 0 a = 2 0
ø
4
1 9 2 0 a = 2 0
ø 5 1 9 2 0 a = 2 0
ø
6 1 9 2 0 a = 2 0
ø 7 1 9 2 0 a = 2 0
ø
1 1 2 0 2 0 a = 2 0
ø
8
8
8 2 5 l = 7 0 0
ø
8 1 2 1 2 5 a = 1 0
ø
( a 2 = 7 , 4 )
8
8
8 2 5 l = 7 0 0
ø
8 9 4 2 5 a= 1 0
ø
( a 2 = 6 , 6 )
9
9
9 2 0 l = 7 0 0
ø
9 3 4 2 0 a = 2 0
ø
( a 2 = 1 0 , 4 )
1 0
1 0
1 0 2 0 l = 6 0 0
ø
1 0 2 0 2 0 a = 2 0
ø
( a 2 = 6 , 2 )
11
1 1
1 1
20 l =2 8 0
ø
1 1 9 2 0 a = 2 0
ø
( a 2 = 6 , 3 )
8 12 1 2 5 a= 1 0
ø
( a 2 = 7 , 4 )
8 9 5 2 5 a = 1 0
ø
(a 2 = 6 , 6 )
9
3 4 2 0 a = 2 0 D ( a 2 = 1 0 , 4 )
ø ^
1 0 2 0 2 0 a = 2 0 D ( a 2 = 6 , 2)
ø ^
1 1
9 2 0 a = 2 0
ø D ( a 2 = 6 , 3 )
^
12
12
1 2
2 5 l = 8 2 6
ø
1 2 6 0 2 5 a= 2 0
ø
w a ai e r e n d
1 2 6 1 2 5 a = 2 0
ø
w a a i e r e n d
1 3
13
1 3 2 5
ø
l = 6 9 3
14
14
1 4 2 0 l = 2 4 0
ø
1 4 1 5 2 0 a = 2 0
ø
15
15
1 5
25 l = 4 5 0
ø
1 5 5 3 2 5 a = 2 0
ø
w a a i e r e n d
1 5 5 3 2 5 a = 2 0 D ( w a a i e r e n d )
ø ^
16
16
1 6
2 0 l = 1 3 2 0
ø
17
17
1 7
2 0 l = 1 4 0 0
ø
16
13 2 0 a = 2 0
ø
1 7
1 3 2 0 a = 2 0
ø
18
18
1 8 2 5 l = 5 6 0
ø
18 5 5 2 5 a = 2 0
ø
a 2 = 1 6 . 3
1 8 5 5 2 5 a = 2 0
ø
a 2 = 1 6 . 2
19
19
1 9 2 0 l = 5 2 0
ø
1 9
1 6 2 0 a = 2 0
ø
1 9 1 6 2 0 a = 2 0
ø
2 0
1 6 2 0 a =2 0
ø
2 2
1 6 2 0 D a= 2 0
ø ^
2 3 1 6 2 0 D a = 2 0
ø ^
19
19
1 9 2 0 l = 5 2 0
ø
2 0
1 6 2 0 a = 2 0
ø
2 1
1 6 2 0 a = 2 0
ø
22 16 2 0 a = 20
ø
2 3 1 6 2 0 a = 2 0
ø
24
24
2 4 3 2 l = 1 2 0 0
ø
24 2 3 2
ø
27
27
2 7 3 2 l = 1 3 7 0
ø
27 17 3 2 a = 1 0
ø
2 5
25
2 5 3 2 l = 5 8 5
ø
2 8
28
2 8 4 0 l = 1 0 0 0
ø
2 8
37 4 0 a = 2 1
ø
a 2 = 1 1 .8
3 0
3 0
3 0 4 0 l = 6 0 0
ø
30
3 7 4 0 a = 1 5 .6
ø
a 2 = 7 . 8
3 0 1 3 4 0 a = 3 0
ø
2 8 3 3 4 0 a = 2 3
ø
a 2 = 8 . 9
3 0
2 4 4 0 a = 1 5 . 6
ø
D a 2 = 8 . 0
^
1 3
6 2 5
ø
31
31
3 1 2 5 l = 4 1 0
ø
3 1
6 8 2 5 a= 2 1 .9
ø
3 3
1 7 2 5 a = 2 0
ø
3 4
1 7 2 5 a = 2 0
ø
3 5 1 7 2 5 a = 2 0
ø
2 1 1 6 2 0 a = 2 0
ø
3 1 6 8 2 5 a = 2 0
ø
3 7
3 7
3 7 4 0 l = 1 4 0 0
ø
38
38
3 8 4 0 l = 1 0 5 0
ø
39
39
3 9 2 5 l = 6 7 5
ø
3 7 34 4 0 a = 2 0
ø
38 34 4 0 a = 2 0
ø
39 47 2 5 a = 2 0
ø
37 28 4 0 a = 2 0
ø
3 8 2 8 4 0 a = 2 0
ø
3 9 4 1 2 5 a = 2 0
ø
36
36
3 6 3 2 l = 9 7 0
ø
3 6
3 0 3 2 a = 2 5
ø
D a 2 = 1 0
^
3 6 7 3 2 a = 2 5
ø
3 6
3 8 3 2 a = 2 5
ø
D a 2 = 1 3 . 2
^
42
4 2
4 2
2 0 l = 7 9 0
ø
4 3
4 3
4 3 2 0 l = 7 7 0
ø
4 2 2 2 0
ø
4 3 2 2 0
ø
44
44
4 4 2 0 l = 1 0 4 0
ø
45
45
4 5 2 0 l = 1 0 3 0
ø
4 4 2 2 0
ø
4 5 2 2 0
ø
46
46
46
2 5 l = 6 5 0
ø
47
4 7
4 7 2 5 l = 9 0 3
ø
4 6 4 2 5
ø
4 7 4 2 5
ø
48
4 8
4 8 2 5 l = 1 0 4 2
ø
49
4 9
4 9 2 5 l = 1 0 5 0
ø
4 8 2 2 5
ø
4 9 2 2 5
ø
50
50
5 0
2 2 5 l = 2 0 0
ø
50
50
5 0
4 2 5 l = 2 0 0
ø
50
50
5 0 6 2 5 l = 2 0 0
ø
5 1
5 1
5 1 1 2 2 5 l = 3 0 0
ø
5 2
5 2
5 2 1 4 2 5 l = 3 5 0
ø
53
53
5 3
1 6 2 5 l = 4 0 0
ø
53
5 3
5 3
8 2 5 l = 4 0 0
ø
g e l a s t
54
54
5 4
8 2 5 l = 2 8 0
ø
g e l a s t
55
5 5
5 5 8 2 5 l = 1 5 0
ø
g e l a s t
1
1 0 0 2 0 a= 2 0
ø
3 3 0
1 0 5
2 1 2 0 2 0 a = 2 2 . 4 l = 4 3 5
ø
1 1 3 0
3 2 0 2 0 a = 2 0 l = 1 1 3 0
ø
9 3 0
4 1 9 2 0 a = 2 0 l = 9 3 0
ø
7 3 0
5 1 9 2 0 a = 2 0 l = 7 3 0
ø
5 3 0
6 1 9 2 0 a = 2 0 l = 5 3 0
ø
3 3 0
7 1 9 2 0 a = 2 0 l = 3 3 0
ø
7 0 0
8 2 * 1 2 1 + 9 4 + 9 5 = 4 3 1 2 5
ø
a = 1 0 l = 7 0 0
7 0 0
9 2 * 3 4 = 6 8 2 0 a = 2 0 l = 7 0 0
ø
6 0 0
1 0 2 * 2 0 = 4 0 2 0 a = 2 0 l = 6 0 0
ø
2 8 0
1 12 * 9 = 1 8 2 0 a = 2 0 l = 2 8 0
ø
1 4 5
2 4 5 5
4 3 5
1 2 6 0 + 6 1 = 1 2 1 2 5 a = 2 0
ø
l = 8 2 6
1 2 0
27 3 2
3 0 0
1 3 6 2 5
ø
l = 6 9 3
1 2 0
1 2 0
1 4 1 5 2 0 a = 2 0 l = 2 4 0
ø
1 4 5
2 5 0
5 5
1 5 2 * 5 3 = 1 0 6 2 5
ø
a = 2 0 l = 4 5 0
1 2 0 5
1 1 5
1 6 1 3 2 0 a = 2 0 l = 1 3 2 0
ø
1 4 0 0
1 7 1 3 2 0 a = 2 0 l = 1 4 0 0
ø
5 6 0
1 8 2 * 5 5 = 1 1 0 2 5 a = 2 0 l = 5 6 0
ø
2 6 0
2 6 0
1 9 2 * 1 6 = 3 2 2 0 a = 2 0 l = 5 2 0
ø
1 0 4 0
2 0 1 6 2 0 a = 2 0 l = 1 0 4 0
ø
1 2 0 0
2 1 1 6 2 0 a = 2 0 l = 1 2 0 0
ø
9 2 5
2 2 1 6 2 0 a = 2 0 l = 9 2 5
ø
1 0 7 5
2 3 1 6 2 0 a = 2 0 l = 1 0 7 5
ø
1 4 5
1 0 5 5
2 4 2 3 2 a = 1 0 l = 1 2 0 0
ø
5 8 5
2 5 5 3 2 a = 2 0 l = 5 8 5
ø
1 0 0 0
2 8 3 7 + 3 3 = 7 0 4 0 a = 2 1 , 2 3 l = 1 0 0 0
ø
6 0 0
3 0 3 7 + 1 3 + 2 4 = 7 4 4 0
ø
a = 1 5 . 6 , 3 0 l = 6 0 0
2 8 5
1 2 5
3 1 6 8 2 5 l = 4 1 0
ø
3 2 4 5 2 5 a = 2 0
ø
6 7 0
3 3 1 7 2 5 a = 2 0 l = 6 7 0
ø
5 0 0
3 4 1 7 2 5 a = 2 0 l = 5 0 0
ø
3 3 5
3 5 1 7 2 5 a = 2 0 l = 3 3 5
ø
4 7 0
5 0 0
3 6 3 0 + 7 + 3 8 = 7 5 3 2
ø
a = 2 5 l = 9 7 0
1 4 0 0
3 7 3 4 + 2 8 = 6 2 4 0 a = 2 0 l = 1 4 0 0
ø
1 0 5 0
3 8 3 4 + 2 8 = 6 2 4 0 a = 2 0 l = 1 0 5 0
ø
6 7 5
3 9 4 7 + 4 1 = 8 8 2 5 a = 2 0 l = 6 7 5
ø
6 7 0
1 2 0
4 2 2 2 0 l = 7 9 0
ø
7 7 0
4 3 2 2 0 l = 7 7 0
ø
9 2 0
1 2 0
4 4 2 2 0 l = 1 0 4 0
ø
1 0 3 0
4 5 2 2 0 l = 1 0 3 0
ø
6 5 0
4 6 4 2 5 l = 6 5 0
ø
1 2 0
7 8 26
4 7 4 2 5 l = 9 0 3
ø
9 2 1 7
1 2 0
4 8 2 2 5 l = 1 0 4 2
ø
1 0 5 0
4 9 2 2 5 l = 1 0 5 0
ø
2 0 0
5 0 2 + 4 + 6 = 1 2 2 5 l = 2 0 0
ø
3 0 0
5 1 1 2 2 5 l = 3 0 0
ø
3 5 0
5 2 1 4 2 5 l = 3 5 0
ø
4 0 0
5 3 1 6 + 8 = 2 4 2 5 l = 4 0 0
ø
2 8 0
5 4 8 2 5 l = 2 8 0
ø
1 5 0
5 5 8 2 5 l = 1 5 0
ø
25 5 3 2 a = 2 0
ø
2 6 5 3 2 a = 2 0
ø
3 9 0
2 6 5 3 2 a = 2 0 l = 3 9 0
ø
1 3 7 0
2 7 1 7 3 2 a = 1 0 l = 1 3 7 0
ø
29
29
2 9 4 0 l = 9 3 8
ø
2 9
8 4 0 a = 2 1 . 7
ø
D a 2 = 9 . 8
^
40
40
4 0 4 0 l = 5 5 5 D ( 2 x )
ø ^
4 0
4 0
4 0
41
41
4 1 2 5 l = 5 3 3
ø
4 0 6 4 0 a = 2 0
ø
4 0
6 4 0 a = 2 0
ø
4 1
6 2 5 a = 2 0
ø
5 0 7 6
4 3 0
2 9 8 4 0 l = 9 3 8
ø
5 5 5 D + m o f
^
4 0 2 * 6 = 1 2 4 0 a = 2 0 l = 5 5 5
ø
5 3 3 D + m o f
^
4 1 6 2 5 a = 2 0 l = 5 3 3
ø
1 4 7 7 2 2 3 0
-
2
1 1 0 0 2 0 a = 2 0 l = 2 3 0 1 0 0 1 4 7 7 d l = 1 2 . 6 c m
ø ö
l ( m )
1 1 4 , 7 7 2
2 1 4 , 6 4 6
3 1 4 , 5 2 0
4 1 4 , 3 9 5
5 1 4 , 2 6 9
6 1 4 , 1 4 3
7 1 4 , 0 1 7
8 1 3 , 8 9 1
9 1 3 , 7 6 5
1 0 1 3 , 6 3 9
1 1 1 3 , 5 1 3
1 2 1 3 , 3 8 7
1 3 1 3 , 2 6 1
1 4 1 3 , 1 3 5
1 5 1 3 , 0 0 9
1 6 1 2 , 8 8 3
1 7 1 2 , 7 5 7
1 8 1 2 , 6 3 1
1 9 1 2 , 5 0 5
2 0 1 2 , 3 7 9
l ( m )
2 1 1 2 , 2 5 3
2 2 1 2 , 1 2 7
2 3 1 2 , 0 0 1
2 4 1 1 , 8 7 5
2 5 1 1 , 7 4 9
2 6 1 1 , 6 2 3
2 7 1 1 , 4 9 7
2 8 1 1 , 3 7 1
2 9 1 1 , 2 4 5
3 0 1 1 , 1 1 9
3 1 1 0 , 9 9 4
3 2 1 0 , 8 6 8
3 3 1 0 , 7 4 2
3 4 1 0 , 6 1 6
3 5 1 0 , 4 9 0
3 6 1 0 , 3 6 4
3 7 1 0 , 2 3 8
3 8 1 0 , 1 1 2
3 9 9 , 9 8 6
4 0 9 , 8 6 0
l ( m )
4 1 9 , 7 3 4
4 2 9 , 6 0 8
4 3 9 , 4 8 2
4 4 9 , 3 5 6
4 5 9 , 2 3 0
4 6 9 , 1 0 4
4 7 8 , 9 7 8
4 8 8 , 8 5 2
4 9 8 , 7 2 6
5 0 8 , 6 0 0
5 1 8 , 4 7 4
5 2 8 , 3 4 8
5 3 8 , 2 2 2
5 4 8 , 0 9 6
5 5 7 , 9 7 0
5 6 7 , 8 4 4
5 7 7 , 7 1 8
5 8 7 , 5 9 3
5 9 7 , 4 6 7
6 0 7 , 3 4 1
l ( m )
6 1 7 , 2 1 5
6 2 7 , 0 8 9
6 3 6 , 9 6 3
6 4 6 , 8 3 7
6 5 6 , 7 1 1
6 6 6 , 5 8 5
6 7 6 , 4 5 9
6 8 6 , 3 3 3
6 9 6 , 2 0 7
7 0 6 , 0 8 1
7 1 5 , 9 5 5
7 2 5 , 8 2 9
7 3 5 , 7 0 3
7 4 5 , 5 7 7
7 5 5 , 4 5 1
7 6 5 , 3 2 5
7 7 5 , 1 9 9
7 8 5 , 0 7 3
7 9 4 , 9 4 7
8 0 4 , 8 2 1
l ( m )
8 1 4 , 6 9 5
8 2 4 , 5 6 9
8 3 4 , 4 4 3
8 4 4 , 3 1 7
8 5 4 , 1 9 2
8 6 4 , 0 6 6
8 7 3 , 9 4 0
8 8 3 , 8 1 4
8 9 3 , 6 8 8
9 0 3 , 5 6 2
9 1 3 , 4 3 6
9 2 3 , 3 1 0
9 3 3 , 1 8 4
9 4 3 , 0 5 8
9 5 2 , 9 3 2
9 6 2 , 8 0 6
9 7 2 , 6 8 0
9 8 2 , 5 5 4
9 9 2 , 4 2 8
1 0 0 2 , 3 0 2
1
6 5 3 1 2 0 4
-
9
3 2 4 5 2 5 a = 2 0 l = 2 0 5 4 5 6 5 3 d l = 1 0 . 2 c m
ø ö
l ( m )
1 6 , 5 3 1
2 6 , 4 2 9
3 6 , 3 2 7
4 6 , 2 2 5
5 6 , 1 2 3
6 6 , 0 2 1
7 5 , 9 2 0
8 5 , 8 1 8
9 5 , 7 1 6
1 0 5 , 6 1 4
1 1 5 , 5 1 2
1 2 5 , 4 1 0
1 3 5 , 3 0 8
1 4 5 , 2 0 7
1 5 5 , 1 0 5
l ( m )
1 6 5 , 0 0 3
1 7 4 , 9 0 1
1 8 4 , 7 9 9
1 9 4 , 6 9 7
2 0 4 , 5 9 5
2 1 4 , 4 9 4
2 2 4 , 3 9 2
2 3 4 , 2 9 0
2 4 4 , 1 8 8
2 5 4 , 0 8 6
2 6 3 , 9 8 4
2 7 3 , 8 8 3
2 8 3 , 7 8 1
2 9 3 , 6 7 9
3 0 3 , 5 7 7
l ( m )
3 1 3 , 4 7 5
3 2 3 , 3 7 3
3 3 3 , 2 7 1
3 4 3 , 1 7 0
3 5 3 , 0 6 8
3 6 2 , 9 6 6
3 7 2 , 8 6 4
3 8 2 , 7 6 2
3 9 2 , 6 6 0
4 0 2 , 5 5 8
4 1 2 , 4 5 7
4 2 2 , 3 5 5
4 3 2 , 2 5 3
4 4 2 , 1 5 1
4 5 2 , 0 4 9
3 2
15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 55.00 60.00 65.00 70.00 75.00 80.00
-25.00
-20.00
-15.00
-10.00
-5.00
0.00
5.00
10.00
Effective normal stresses
Extreme effective normal stress -1.27*10 3 kN/m 2
15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 55.00 60.00 65.00 70.00 75.00 80.00
-25.00
-20.00
-15.00
-10.00
-5.00
0.00
5.00
10.00
Shear stresses
Extreme shear stress -129.94 kN/m 2
Dotted lines indicate limit shear resistance

Project : Repair study dry dock, Cadiz (SPAIN)
Description : - Equipped with a bottom hinge gate
- Width of the lock: 68 m
- Height of the lock gates: 13 m
- Width of the gate: 1 m

Project : Reconstruction of landing stage “Phenolchemie”,
Antwerp (BELGIUM)
Description : - Jetty on tidal river Scheldt
- Vessels up to 500 Ton DWT
- Length: 150 m

Project : Fender design for “Containerkade Zuid”, Port of
Antwerp (BELGIUM)
Description : - Quay wall length: 1500 m
- 48 sets of 3 cone fenders
- 48 sets of 4 cone fenders

Project : Study on lowering the bottom level of the
Zennegat lock, Mechelen (BELGIUM)
Description : - Equipped with miter gates
- Width of the lock: 8.5 m
- Height of the lock gate: 4.5 m
- Width of the gates: 5 m

Project : Renovation ship elevator, Canal du centre, Mons
(BELGIUM)
Description : - Equipped with vertical lift gates
- Width of the elevator: 6 m
- Height of the lock gate: 3.5 m
- Width of the gates: 5 m

Project : Western lock complex Calais (FRANCE)
Description : - Equipped with miter gates
- Width of the lock: 17 m
- Height of the lock gate: 9.5 m
- Width of the gates: 9.5 m

Project : APM Terminals Zeebrugge (Belgium)
Description: Design of a Containerterminal (± 45 ha)
Planning – Tendering – Contracting – Site Supervision and
Projectmanagement

Location:
Zeebrugge
Belgium

Project : Port of Boulogne-sur-Mer
Description : Adaptation of the Port of trade to the evolution
of the trafics – the constancy and comfort of
the Quai de L’Europe in the southern part

Project : Saint-Valléry-sur-Somme
Description: Replacement of the port of the
lower barrage

Project : South Hook Demolition - England
Description : Study of stability to controle the demolition at the Jetty-head
The difficulty was the present of coral beneath the Jetty-head

Civil Engineering

Project : Dambrug, Kortrijk (BELGIUM)
Description : - Concrete bridge
- Span: 36 m
G l a d b e t o n
P o l y c a r b o n a a t
( a n t i - v a n d a l i s m e a r m a t u u r )
5 x 1 6 6 + 5
( + 1 1 . 1 5 )
H o u t e n h a n d g r e e p
V O O R A A N Z I C H T D A M B R U G
A A N Z I C H T D A M K A A I
A A N Z I C H T D A M K A A I
( + 1 1 . 1 5 )
D e k s t e e n i n g e z a a g d g r a n i e t
P o l y c a r b o n a a t
( a n t i - v a n d a l i s m e a r m a t u u r )
5 x 1 6 6 + 5
A r c h i t e c t o n i s c h b e t o n
A A N N E M I N G
L E I E : D o o r t o c h t v a n K o r t r i j k
M O D E R N I S E R I N G O P 1 3 5 0 T O N G A B A R I E T
O P D R A C H T G E V E R
A A N N E M E R
T i j de li jk e v er en ig in g
S t a d s b a d e r - F l a m a n d n . v . - H e r b o s c h K i e r e n . v .
O n d . J a n D e N u l n . v . - C . E . I . C o n s t r u c t n . v .
A ANNE M ER
OPDR ACHT GEVE R
i n d e x d a t u m o m s c h r i j v i n g t e k . o p m . nagek. goedg.
0 15- 06 - 98
Eerste uitgave
R. TH.
J.M.
A 29- 06 - 98
Volgens opmerkingen
R. TH.
J.M.
B 13- 08 - 98
Volgens opmerkingen I.V.
J.M.
C 26- 08 - 98
Volgens opmerkingen SECO
I.V.
J.M.
D 23- 11 - 98
Volgens opmerkingen
R. TH.
J.M.
E 17- 12 - 98
Volgens opmerkingen
R. TH.
J.M.
F 11- 02 - 99
AS BUILT
R. TH.
J.M.
T I T E L
B e s t e k n r . W . 1 1 5 3
L E I D I N G D E R W E R K E N A R C H I T E K T
M IN IS TE RI E VA N DE V LA AM SE G EM EE NS CH AP
L o c a t i e K o r t r i j k
P as s i on i s te n l aa n 82 D ep a rt eme nt Lee fm il i eu en In fra st r uct uu r
8 5 0 0 K o rt r i jk
T e l : 05 6 / 23 . 6 0. 1 1
A dm in is tr at ie Wa te rw eg en e n Ze ew ez en
Fa x : 0 56 / 2 1. 24 .1 2
A fde li ng Bov en s ch eld e
N aa ml oz e ve nnoot sc ha p
G R O E P P L A N N I N G
S I N T - J A C O B S S T R A A T 6 8
B - 8 0 0 0 B R U G G E
T E L E F O O N 0 5 0 . 3 3 . 1 9 . 6 6
T E L E F A X 0 5 0 . 3 3 . 5 2 . 4 3
WE RNER DES IMPE LAER E, Arch . St ed.
W A T E R L O O L A A N 9 0
B - 1 0 0 0 B R U S S E L
T E L E F O O N 0 2 . 5 1 2 . 7 0 . 1 1
T E L E F A X 0 2 . 5 1 2 . 3 1 . 9 0
B E R E K E N I N G S N O T A :
T i j d e l i j k e v e r e n i g i n g
TECHNUM
B r e e d s t r a a t 2 3 9
w i l ri j ks t r aa t 37 bu s 1
9 1 0 0 S i n t - N i k l a a s
2 1 4 0 A nt w e rp e n
T e l : 03 / 2 70 . 9 2. 9 2
F a x :0 3 /2 7 0 .9 2 . 99
D A M B R U G
A a n z i c h t e n
Ste mpel :
S chaa l :
Plan nr. : i nd.
1/ 50 L D K - 1 - D A M B R - B E T - 1 2 0 F
- G R
P
L
A
N
O
G
N
I
N
E P
T e l . 0 3 / 7 7 7 . 9 7 . 1 9
F a x . 0 3 / 7 7 7 . 9 8 . 7 9

Project : Kokerbrug, Wielsbeke (BELGIUM)
Description : - Pre-stressed concrete bridge
- Span: 63 m – 132 m – 63 m

Project : Herdersbrug, Dudzele (BELGIUM)
Weight : 175 ton
Description : - Steel bridge
- Span: 27 m

Project : Muidebrug, Gent (BELGIUM)
Weight : 225 ton
Description : - Steel bridge
- Span: 27 m

Project : Kleimann Brücke (GERMANY)
Weight : 450 ton
Description : - Bow bridge
- Span: 71 m

Project : Afgedamde Maas (NETHERLANDS)
Description : - Steel bridge
- Span: 17 m
T W S L . C I O 0 0 1 0 7 . C O F
- -
J.A.
02. 02.99 N.T. E.VC.
BETO NCON STRU CTIE :
PLA NZIC HT O P 2 .000
-
scha al: 1/50
p l a n z i c h t 2 . 0 0 0
-
3 . 1 9 0
-
2 . 8 9 0
-
3 . 1 9 0
-
2 . 8 9 0
-
2 . 6 9 0
- 2 . 6 9 0
-
2 . 6 9 0
-
2 . 6 9 0
- 2 . 8 9 0
-
2 . 8 9 0
-
J.A. N.T. E.VC.
6 . 2
5 . 1
6 . 1
5 . 1
3 . 1
6 . 2
3 . 6
3 . 1
17. 03.99
J.A. N.T.
3 . 5
25. 05.99
O p e n i n g 5 0 0 x 5 0 0 t o t n i v e a u 4 . 0 8 0
-
v r i j t e l a t e n t i j d e n s s t o r t e n b o d e m p l a a t
e n d i c h t t e s t o r t e n n a u i t l i j n e n t a a t s
J.A. N.T.
3 . 1 9 0
-
2 . 8 9 0
-
3 . 1
3 . 5
3 . 5
d e t a i l z i e p l a n T W S L . C I O 0 0 1 0 6 . C O
- - d e t a i l z i e p l a n T W S L . C I O 0 0 1 0 6 . C O
- -
b e s t a a n d e s l u i s
n i e u w e s l u i s
1 0 m m P S E x p . t u s s e n b e i d e c o n s t r u c t i e s
S C H R U M P F v o e g p r o f i e l
D a m w a n d a f t e b r a n d e n o p p e i l 3 . 4 9 0 n a s t o r t e n v l o e r
-
e n n a a f s t e u n i n g t i j d e l i j k e k o f f e r d a m o p v l o e r p l a a t
n i e u w e s l u i s e n v r s t o r t e n w a n d e n
ó ó
z i e o o k t e k e n i n g e n :
T W S L . C I O 0 0 6 x x
- -
T W S L . A R R
-
D
3
11. 08.99
F
J.A. N.T.
13. 08.99
J.A. N.T.
23. 09.99
6 . 1
M a a t v o e r i n g
U N P 3 0 0 m e t w r i j f h o u t
a c h t e r a f i n t e b o r e n
X = 0 . 0 0 0 0
Y = 1 7 6 0 . 0 0 0 0
X = 0 . 0 0 0 0
Y = 3 2 4 0 . 0 0 0 0
-
1
1
2
2
A
A
6
6
E
C
D
B
C
D
B
E
3
5 4
3
5 4
7
7
a s k l a p b r u g
a s v / d w e g
a s d o o r v a a r t
a s o m l o o p r i o o l
a s o m l o o p r i o o l
1 2
3
A
B
4 5
C
F
E
D
d r a a i a s p u n t d e u r e n
-
a s b r u g l i g g e r
a s b r u g l i g g e r
HAVENBOUW & KUNSTWERKEN
W I L R I J K S T R A A T 3 7 / B 1
T E L . ( 0 3 ) 2 7 0 9 2 9 2
F A X ( 0 3 ) 2 7 0 9 2 9 9
2 1 4 0 A N T W E R P E N Studiebureau voor Bouwkunde en Expertise
Tel. 03/ 777.97.19
F ax. 03/7 77.98.79
9100 Sin t-Niklaas
Bree dstr aat 239
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PROJECT
BES TEK
TITEL
Distributie Code
Directie
Aannemer
A. Ter informatie
B. Ter behandeling
D. Ter verificatie
E. Ter goedkeuring
F. Ter acceptatie
C. Ter kennisneming
Pro jectl eider
Status :
Datum :
Status :
Datum :
Directie
Sta tus :
Datum :
Kwalite it
Documentnummer :
Revisie Dat um Opsteller Gec ontroleerd Status Accoord ontwerpteam
A
B
C
D
E
F
G
H
Status: 1= Goed voor uitvoering
2= Goed voor verdere studies
3= Goed voor verdere studies met minder belangrijke opmerkingen
4= Zware opmerking, moet aangepast worden
C O M B I N A T I E H E G E M A N / B E S I X v . o . f .
V E R B E T E R I N G W A T E R K E R I N G A F G E D A M D E M A A S
B D N 3 4 6 0
H OOGWA TERK ERIN G/BR UG WI LHEL MINA SLUI S
1 2
3
A
B
4 5
C
F
E
D
N
1
1
2
2
A
A
6
6
E
C
D
B
C
D
B
E
3
5 4
3
5 4
plan 103
plan 117
plan 116
plan 115
plan 114
p lan 1 16
p lan 1 14
p lan 1 15
pl an 10 3
p lan 1 17
plan 102
pl an 10 8
plan 10 9
plan 110
pla n 11 1
plan 112
O P M E R K I N G E N :
B E T O N K W A L I T E I T :
AL LE M ATEN IN MILLI METE RS
-
HO OGTE MATE N IN METE RS T .O.V . N. A.P.
-
AL LE C O RD INAT EN IN MET ERS
- Ö
pl an 1 12
plan 102
plan 110
plan 10 9
pla n 11 1
pl an 10 8
I N T E S T O R T E N O N D E R D E L E N :
o n d e r k a n t o p e n i n g
s t o r t n a a d
7
7
pla n 11 8
pla n 11 8
1.1
1.2
1.3
1.4
2.1
2.2
3.1
3.2
3.3
3.4
3.5
3.6
4.1
4.2
4.3
5.1
5.2
5.3
6.1
6.2
6.3
7.1
8.1
8.2
9.1
10.1
10.2
10.3
A1
A2
A3
A4
A5
11 .1
11 .2
11 .3
a f m e t i n g e n m e t s e l w e r k
e n h a r d s t e e n :
z i e p l a n n e n a r c h i t e c t u u r
WE RKVL OERE NBET ON :
-
CO NSTR UCTI E :
-
MI LIEU KLAS SE :
-
B15
B35
2
10 .4 bev esti ging wrij fhou t
I N T E B O R E N O N D E R D E L E N :
B .1
B .2
B .3
B .4
D euro mlij stin gen
S patw ater dich te bu iten deur
(lin ksdr aaien d)
W ater dich te b innen deur
(lin ksdr aaien d)
S patw ater dich te bu iten deur
(rec htsd raaie nd)
D eur E ru imte
-
(rec htsd raaie nd)
W ater dich te b innen deur
(lin ksdr aaien d)
A ardi ngsi nsta llati e
C adwe ll p laat (bro ns)
-
S tijg punt
K oppe ling met damw and
A R C E R I N G E N :
ladd er
vera nker ingen nat uurs teen en m etse lwer k
bord es
cons oles stei gers
Op ening en
MC T kad er
-
af voer bove n pu tje 6 00 d iep
af voer putj e 20 0 die p
ma ntelb uis SVS
Ka belbu ndel
bu izen 200
ø
bu izen 160
ø
Pu ntdeu r
ta ats
bu is ha lsbe ugel
be vesti ging spla at ha lsbe ugel
vi jzels toel
ve rtika le a ansl ag
ho rizon tale aan slag
Kl apbru g
br ugsto el
vi jzels toel
op legto este l
Ri oolsc huif
ge leidi ng
be dieni ng
lu ik bo ven scha cht
Om loopr iool
aa nslui ting op besta ande rio ol
kr ooshe k
br eedpl aat
Me tselw erk/ natu urste en
co nsole opv ang metse lwer k
Lu iken klap brug
mo ntage luik hyd rogro ep
lu iken draa ipun t
Ha alkom men
ha alkom penn en
Ov erige
co nsole vlo tpla at
op hangi ng p refa bscho rten
st elmec hani sme prefa bsch orte n
t er p laats e ge stor t be ton
p refa b bet on
s tort beton 2de fas e
m etse lwerk of natu urst een
( soo rt : zie arch itec tuur )
z anda anvul ling
o nder water beto n (O WB)
I
J
K
7 1 0 9 9 9 . 9 9 9 6
2 149.9 996
800. 0004
223 9.999 6
7 10
32 5 4 . 9 9 9 6
2403 7.99 47
50 0
18 5
8 4 3 . 0 0 7
12 5 23 8 5 .0 0 7
8 0 0 . 0 0 0 8
800. 0004
6 90
690 . 0 1 3
800. 0004
33 3 0
6 5 6 . 9 9 3
50 0
9 3 6 0 0
1 8 8 8 8 . 5 2 0 6
2061 9.99 75
22 40
3 739.9 98
3 00.00 2 1240
1400
23 8 5 . 0 0 7
2 1 3 5 . 0 0 6 6
5 0 0 0 0
84 4 5
8 4 4 5
8 4 9 1 . 9 9 2 7
8 4 3 . 0 0 7
7 5 0 . 0 0 0 4
5 0 3 8 . 0 0 7
6 5 6 . 9 9 3
7 4 9 . 9 9 9 6
1 5 0 0
1 6 8 2 0 . 5 7 0 8
24 4 . 8 4 1 7
800 .000 4
80. 0023
5 0 0
3 7 4 . 9 9 3 6
50 0
2 19.9 981
4 0 8 5 0 1 5 0 0 0 3 5 0 0 0
9 3 6 0 0
1 2 2 5 0
6 6 1 9 . 9 9 8
6 9 4 9 . 9 9 9 9 2 7 3 . 6 2
[ ]
57 8 1 . 5 1 3 7
22 0 6 . 6 6 0 4
661 9.99 8
9 0
2 8 9 . 9 8 7
1 439.9 996
2 3 5 0
3 3 3 0
6 9 0 . 0 1 3
690
2240
37 40.00 2
1000
500. 002
1460
12 5
3 1 0 . 0 0 0 4
8 0 0
800. 0004
5 0 0 . 0 0 2
4 9 9 . 9 9 8
1000
200 2 00
2 4 4 . 8 4 6 3
90
289 . 9 8 7 235 0
6 620. 002
6 6 2 0 . 0 0 2
6 9 5 0 . 0 0 0 2 2 7 3 . 6 2
[ ]
244 . 8 4 6 7
2 3 8 4 9 . 9 5
9 9 9 . 9 9 3
999 .9899
50 0.012 1 1440
2240. 0004
21 50.00 04
710
2 8 7 4 . 9 9 3
7 1 0
800. 0004
50 0
5 0 0
50 0
5 0 0
1 439.9 999
500 .0073
1 2 5 5 2 9 0
90
1 2 5 5 2 9 0
90
13 3 . 5 0 0 4
20 1.249 8
27 9.999 6
10
1 6 0
71 0
2 9 0
7 0 . 0 0 0 2
90
7 1 0
5 9 . 9 9 9 8
4 99.99 75
14 6 5 0 . 4 4 9
81 1 1 . 9 9 3
1 2 2 5 0
2 8 2 3 . 1 9 3 4 4 . 4 6
[ ]
3 9 5 . 9 6 9 9 6 . 2 4
[ ]
2 1 4 3 . 1 9 0 5 3 3 . 7 5
[ ]
6 1 8 2 . 9 7 7 1 2 4 3 . 4 2
[ ] 80 0.00 04
4 80 . 83 2 6
16 6.7 97 7
2 4 9 . 9 9 3 6
3 5 . 7 8 4 2
51 6 . 5 7 4 9
4 8 0 . 7 9 0 7
8 8 . 4 2 5 1 1 . 3 9
[ ]
2 5 0 . 0 0 6 4
48 0 . 8 3 2 6
3 7 4 . 9 9 3 6
18°
46 5 . 8 5 3 7
304. 7042
1 3 9. 9 99 9
6. 79 8
62 5
33 0.00 04
7 2°
14 0
519. 7396
2 0 7. 85 3 4
67 .8 535
2 0.07 42
260 .186 6
20
50 . 7 2 1 1
470
475. 222
143 9.999 6
50 3 8 . 4 5 6
1 000
14 60
49 9.998
15 0 0
299. 998
1 239. 999
200
1 000
200
1 400
5 0 0 . 0 0 2
4 9 9 . 9 9 8
7 5 0
7 4 9 . 9 9 9 6
Naamloze vennootschap
1 440 100 0.000 4
49 9.998
143 9.999 8
2 0 0 0 7 8 . 7 4
[ ]
b o v e n k a n t
200 0 7 8.74
[ ]
T W S L . C I O 0 0 1 1 3 . C O g
- -
0 2.02.99 J.A. N.T. E.VC.
+ 3 . 6 0 0
2 . 6 9 0
-
4 . 7 0 0
-
2 . 8 9 0
-
+ 3 . 7 0 0
s c h a a l : 1 / 5 0
+ 7 . 1 0 0
v o o r a a n z i c h t
+ 7 . 1 0 0
B ET O NCO NS TR U CTI E :
VOO RAANZ ICHT
P r e f a b s c h o r t e n
P r e f a b s c h o r t e n
a s d o o r v a a r t
a s o m l o o p r i o o l
a s o m l o o p r i o o l
1 2
3
4 5
1
2 6
3
5 4
1
2 6
3
5 4
J.A. N.T. E.VC.
7
7
1 7.03.99
( s n e d e a c h t e r m e t s e l w e r k )
A 1
A 3
s o k k e l m e t s e l w e r k s o k k e l m e t s e l w e r k
+ 0 . 1 8 2
+ 6 . 8 1 0 + 6 . 8 1 0
J.A. N.T.
+ 0 . 1 8 2
2 5.05.99
J.A. N.T.
+ 0 . 1 8 2 + 0 . 1 8 2
L 1
L 3
R 1
R 6 R 7 R 8
1 1.08.99
V O O R P R O F I L E R I N G E N N I V E A U ' S
B O V E N Z I J D E D A K P L A A T
Z I E T E K E N I N G T W S L . C I O 0 0 1 0 4
- -
L 5 L 4 L 2
R 5
J.A. N.T.
2 3.09.99
J.A. N.T.
1 1.10.99
B . 4
R 2 R 4
+ 0 . 1 8 2
+ 3 . 8 4
I.V.
1 8.02.00 C.VD.
+ 3 . 8 4
HAVE NBOU W & KUNST WERKEN
W ILR IJKS TR AAT 37/B1
T EL. (03 ) 270 92 92
F AX (03 ) 27 0 92 99
2140 AN TW ERPEN Studiebureau voor Bouwkunde en Expertise
Tel . 03/777. 97.1 9
F ax. 03/77 7.98 .79
9100 Sin t-Niklaas
Bree dstr aat 239
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PROJECT
BEST EK
TITEL
Distributie Code
Directie
Aannemer
A. Ter informatie
B. Ter behandeling
D. Ter verificatie
E. Ter goedkeuring
F. Ter acceptatie
C. Ter kennisneming
Projec tleide r
Sta tus :
Datum :
Status :
Datum :
Directie
Status :
Datum :
Kwaliteit
Documentnummer :
R evisie Datum Opsteller G econtroleerd St atus Accoord ontwerpteam
A
B
C
D
E
F
G
H
Status: 1= Goed voor uitvoering
2= Goed voor verdere studies
3= Goed voor verdere studies met minder belangrijke opmerkingen
4= Zware opmerking, moet aangepast worden
C O M B I N A T I E H E G E M A N / B E S I X v . o . f .
V E R B E T E R I N G W A T E R K E R I N G A F G E D A M D E M A A S
B D N 3 4 6 0
HO OGWA TERK ERIN G/BRU G WI LHEL MINAS LUIS
1 2
3
A
B
4 5
C
F
E
D
N
1
1
2
2
A
A
6
6
E
C
D
B
C
D
B
E
3
5 4
3
5 4
p lan 1 03
p lan 1 17
p lan 1 16
p lan 1 15
p lan 1 14
p lan 116
p lan 114
p lan 115
pl an 1 03
p lan 117
plan 102
plan 108
plan 109
plan 110
plan 111
plan 112
O P M E R K I N G E N :
B E T O N K W A L I T E I T :
A L L E M A T E N I N M I L L I M E T E R S
-
H O O G T E M A T E N I N M E T E R S T . O . V . N . A . P .
-
A L L E C O R D I N A T E N I N M E T E R S
- Ö
pl an 1 12
plan 102
plan 110
plan 109
plan 111
plan 108
I N T E S T O R T E N O N D E R D E L E N :
o n d e r k a n t o p e n i n g
s t o r t n a a d
7
7
pla n 118
pla n 118
1 . 1
1 . 2
1 . 3
1 . 4
2 . 1
2 . 2
3 . 1
3 . 2
3 . 3
3 . 4
3 . 5
3 . 6
4 . 1
4 . 2
4 . 3
5 . 1
5 . 2
5 . 3
6 . 1
6 . 2
6 . 3
7 . 1
8 . 1
8 . 2
9 . 1
1 0 . 1
1 0 . 2
1 0 . 3
A 1
A 2
A 3
A 4
A 5
1 1 . 1
1 1 . 2
1 1 . 3
a f m e t i n g e n m e t s e l w e r k
e n h a r d s t e e n :
z i e p l a n n e n a r c h i t e c t u u r
W E R K V L O E R E N B E T O N :
-
C O N S T R U C T I E :
-
M I L I E U K L A S S E :
-
B 1 5
B 3 5
2
1 0 . 4 b e v e s t i g i n g w r i j f h o u t
I N T E B O R E N O N D E R D E L E N :
B . 1
B . 2
B . 3
B . 4
D e u r o m l i j s t i n g e n
S p a t w a t e r d i c h t e b u i t e n d e u r
( l i n k s d r a a i e n d )
W a t e r d i c h t e b i n n e n d e u r
( l i n k s d r a a i e n d )
S p a t w a t e r d i c h t e b u i t e n d e u r
( r e c h t s d r a a i e n d )
D e u r E r u i m t e
-
( r e c h t s d r a a i e n d )
W a t e r d i c h t e b i n n e n d e u r
( l i n k s d r a a i e n d )
A a r d i n g s i n s t a l l a t i e
C a d w e l l p l a a t ( b r o n s )
-
S t i j g p u n t
K o p p e l i n g m e t d a m w a n d
A R C E R I N G E N :
l a d d e r
v e r a n k e r i n g e n n a t u u r s t e e n e n m e t s e l w e r k
b o r d e s
c o n s o l e s s t e i g e r s
O p e n i n g e n
M C T k a d e r
-
a f v o e r b o v e n p u t j e 6 0 0 d i e p
a f v o e r p u t j e 2 0 0 d i e p
m a n t e l b u i s S V S
K a b e l b u n d e l
b u i z e n 2 0 0
ø
b u i z e n 1 6 0
ø
P u n t d e u r
t a a t s
b u i s h a l s b e u g e l
b e v e s t i g i n g s p l a a t h a l s b e u g e l
v i j z e l s t o e l
v e r t i k a l e a a n s l a g
h o r i z o n t a l e a a n s l a g
K l a p b r u g
b r u g s t o e l
v i j z e l s t o e l
o p l e g t o e s t e l
R i o o l s c h u i f
g e l e i d i n g
b e d i e n i n g
l u i k b o v e n s c h a c h t
O m l o o p r i o o l
a a n s l u i t i n g o p b e s t a a n d e r i o o l
k r o o s h e k
b r e e d p l a a t
M e t s e l w e r k / n a t u u r s t e e n
c o n s o l e o p v a n g m e t s e l w e r k
L u i k e n k l a p b r u g
m o n t a g e l u i k h y d r o g r o e p
l u i k e n d r a a i p u n t
H a a l k o m m e n
h a a l k o m p e n n e n
O v e r i g e
c o n s o l e v l o t p l a a t
o p h a n g i n g p r e f a b s c h o r t e n
s t e l m e c h a n i s m e p r e f a b s c h o r t e n
t e r p l a a t s e g e s t o r t b e t o n
p r e f a b b e t o n
s t o r t b e t o n 2 d e f a s e
m e t s e l w e r k o f n a t u u r s t e e n
( s o o r t : z i e a r c h i t e c t u u r )
z a n d a a n v u l l i n g
o n d e r w a t e r b e t o n ( O W B )
I
J
K
7 2 9 9 . 9 9 9 9
6 6 1 9 . 9 9 9 9
9 3 6 0
2 0 7 2 0 . 0 0 1
1 3 0 0 0
1 8 1 0
1 2 2 5
2 3 4 6
2 3 6 4
2 3 5 6
1 2
2 0 4 . 8 6 0 5
1 3 1 4 . 9 9 9 9
9 0 0 . 0 0 0 3
4 1 4 . 9 9 9 6
3 7 4 0 . 0 0 0 6
1 2 3 0 . 0 0 0 6
53 0 0
4 2 0 0
1 0 1 4 0
1 1 0 9 . 9 9 9 2
1 1 1 9 . 9 9 9 2
6 6 3 9 . 7 8 0 2
2 9 5 . 1 3 9 5
1 8 2 8 . 8 6 2
5 0 0 4
1 1 1 9 . 9 9 9 2
1 1 4 0
5 0 0
2 3 4 0 . 9 9 9 6
3 0 2 3 4 6
2 3 5 6
2 0 2 3 5 6
2 0 2 0
1 5 9 . 1 3 9
3 0 . 0 0 0 4
6 7 3 0 . 0 0 0 5
1 0 0 0 . 0 0 1 2 7 4 0
2 3 6 0 . 0 0 1
3 8 6 0
2 0
1 0 0 0
5 0 0
9 0
6 9 0 . 0 0 0 2
2 2 0
1 6 9 7
2 7 8 0 . 0 0 0 2
2 0
3 6 9 . 9 9 9 8
4 1 9 . 8 6 3
3 4 0
1 0 6 8
5 0 0 4
5 6 5
2 1 4 0 . 0 0 1
4 0 8 0 . 0 0 0 6
4 8 8 0 . 0 0 1
5 0 0
6 0 0
1 2
2 3 6 4
1 2
2 3 6 4
1 2
3 9 2 4
1 2
2 0 6 0
15 0 . 0 0 0 1 4 3 0 . 0 0 0 6 1 7 5 0
3 1 5 0
8 0 0 . 0 0 0 4
20 1 0
8 3 0 0
9 3 6 0 1 2 2 5
2 3 4 6
1 6 4 5 2
2 3 6 4
6 4 8 9 . 9 9 9 6
2 5 0 9
1 6 9 6 . 9 9 9 5
3 4 5 0
9 9 0 0
3 9 2 3 . 9 9 9 9
2 0 5 8 . 5 9 1 5
2 7 4 0
1 3 8 7 9 . 9 9 9
3 7 3 9 . 9 9 9
1 2 2 7 9 . 9 9 9 4
2 3 5 9 . 9 9 9
3 8 6 0
4 1 5 . 9 9 9 9
8 9 9 . 9 9 9 7
1 3 1 5 . 9 9 9 6
1 0 1 4 0
6 6 2 0 . 0 0 0 1
6 7 3 0 . 0 0 0 5
9 0 6 8 9 . 9 9 9 9
7 3 0 0 . 0 0 0 1
1 7 5 0
8 0 0
1 5 0 . 0 0 0 1
4 2 5 . 0 0 0 4
1 6 9 8
2 9 6 2
3 0 5 6
2 8 4 6
5 4 0 0
4 2 0 0 . 0 0 1
18
7 5 0
4 5 1 6
7 5 0
2 2 4 8
1 0 1 4 0 . 0 0 0 4
6 0 0
9 3 4 0
9 9 9 . 9 9 9
41 4 0
2 2 4 7 . 9 9 9 9
2 0
21 5 0
5 0 0
1 0 0 0
1 1 2 0 . 0 0 0 9
2 0 2 0
7 5 0
7 5 0
3 7 1
2 7 9 . 0 0 0 4
5 6 2
2 7 9 . 0 0 0 4
6 7 0 . 0 0 0 4
5 6 2
7 5 0
3 6 5
3 7 7
7 5 0
7 6 2
7 5 0 7 5 0
34 0 0
4 5 1 1 . 0 0 0 1
2 2 7 9 . 0 0 0 1
2 2 1 2
2 0
20 0
2 0 3 0
7 5 0
7 5 0
3 8 3 3 5 2 . 9 9 9 7
3 6 5 . 0 0 0 1
7 5 0
7 5 0
3 4 6 . 9 9 9 9
7 5 0
7 4 9 . 9 9 9 9 7 3 7 . 9 9 9 3
7 5 0
3 5 6 . 0 0 0 5
8 2 0
8 0 0
2 8 8 . 9 9 9 9
8 2 0 . 0 0 0 5
4 5 2 4
1 1 1 4 1 . 4 0 7 5
5 9 9 . 9 9 9
1 2
1 0 6 8
1 2 4 5 2 4 . 0 0 0 1
1 2
8 0 0
5 6 5 . 0 0 0 2
9 7 . 0 0 0 6
1 2
b o v e n k a n t
2 0 0 0 7 8 . 7 4
[ ]
2 0 0 0 7 8 . 7 4
[ ]
2 3 4 6
3 0
2 3 4 6
3 0
Naamloze vennootschap
2 3 6 4
1 2
2 3 6 4
1 2 1 2

Project : HST works from Antwerp Central station
towards Breda (BELGIUM)
Description : - Several concrete bridges
- Tunnel under Astrid place and
Antwerp Central Station

S t r u k t o n
S c h a a l :
T itel plan :
D ee l v ak : A n t w e r p e n B e r c h e m A n t w e r p e n C e n t r a a l
-
W E R K E N B U R G E R L I J K E B O U W K U N D E
E E R S T E , T W E E D E E N D E R D E H O O F D F A S E
P r o j e c t : 6 3 3 0
B e s t e k : T R 9 8 / 0 1 0
O p p . :
P l a n N r . I n d e x
Ti jdeli jke Vere nigi ng
G enera al V an M erle nstra at 1 A 2600 Berc hem
-
Berc hem Antw erpe n Cen traa l
M B G
3 2 / 1 0 3 3
R
c o n s t r u c t
D e M e y e r
Stu diebu reau :
F a x : 0 3 / 7 7 7 . 9 8 . 7 9
T e l : 0 3 / 7 7 7 . 9 5 . 1 9
N a a m l o z e v e n n o o t s c h a p
A n t w e r p s e B o u w w e r k e n
B r e e d s t r a a t 2 3 9
9 1 0 0 S i n t N i k l a a s
-
A
R E V I S I E A U T E U R N A GE Z I E N G O E D G E K E U R D W I J Z I G I N G E N
I n d . D a t u m I n i t P a r . I n i t P a r . P a r .
I n i t
-
A
B
C
D
E
F
G
G E T E K E N D D O O R : N A G E Z I E N D O O R : D E V ER A N TW O O R D E LI J K E I N G E N IE U R :
D a t u m : D a t u m : D a t u m :
K W A L I T E I T E N :
B e t o n :
W a p e n i n g s s t a a l :
B e t o n d e k k i n g :
B E 4 0 0 S
D ee l v ak : A n t w e r p e n B e r c h e m A n t w e r p e n C e n t r a a l
-
W E R K E N B U R G E R L I J K E B O U W K U N D E
E E R S T E , T W E E D E E N D E R D E H O O F D F A S E
P r o j e c t : 6 3 3 0
B e s t e k : T R 9 8 / 0 1 0
N M B S F r a n k r i j k s t r a a t 8 5 , 1 0 6 0 B r u s s e l
-
f r a n k r i j k s t r a a t 9 1 , 1 0 7 0 b r u s s e l
n o o r d z u i d v e r b i n d i n g
-
A n t w e r p e n
T U C R A I L n v
h o g e s n e l h e i d s l i j n B r u s s e l A m s t e r d a m
-
H . B .
2 2 0 6 0 0
- -
1 , 0 0 m ý
V a k 3 2
C 4 0 / 5 0
w a p e n i n g s p l a n
s t a a f e i n d e m e t s c h r o e f d r a a d e n m o f
s t a a f e i n d e m e t s c h r o e f d r a a d
s t a a f e i n d e z o n d e r b e w e r k i n g
W A P E N I N G V O L G E N S P L A N S T U C R A I L :
-
N a a m : B r u s c h e H .
1 / 2 5 , 1 / 5 0 , 1 / 2 5 0
C . V D .
N a a m: A rc h . V a n D ae l e C .
H
d w a r s b a l k e n V 3 2 B 1 , B 2 & B 3
-
V 3 2 0 9 A V 3 3 0 4 C
- -
8
ø
B e t o n k w a l i t e i t 1 0
ø 2 0
ø 2 5
ø 3 2
ø
5 2 6 5 1 2 9 2 0 6
3 8
C 4 0 / 5 0 ( 1 0 0 % ) 4 7 1 1 8 1 5 0
C 2 5 / 3 0 ( 1 0 0 % )
9 4
1 2
ø 1 6
ø
7 8
5 7 7 5
1 0 3 1 6 1
7 0
C 3 0 / 3 7 ( 1 0 0 % ) 9 3 1 4 5 1 8 6
1 1 6
7 0 9 3
4 7 5 8 1 1 6 1 8 6
3 4
C 4 0 / 5 0 ( 5 0 % ) 4 3 1 0 6 1 3 6
C 2 5 / 3 0 ( 5 0 % )
8 5
7 0
5 1 6 8
9 3 1 4 5
4 2
C 3 0 / 3 7 ( 5 0 % ) 5 2 1 3 1 1 6 7
1 0 5
6 3 8 4
M I N I M A L E O V E R L A P P I N G S L E N G T E N ( c m )
N . V T .
N a a m : I r . V a n T i t t e l b o o m N .
4 , 0 c m
H . B .
2 4 0 7 0 0
- - C . V D . N . V T . o p m . T U C R a i l d d . 1 7 0 7 0 0
- - -
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
D
D
E
E
l a n g s s n e d e A A
V 3 2 B 1
-
s a m e n h o r e n d e s t a v e n
5 l a a g : n r s . 8 / 9 / 1 3
ø
4 l a a g : n r s . 1 2 / 5
ø
3 l a a g : n r s . 1 1 / 1 0 / 9
ø
2 l a a g : n r s . 8 / 5 / 7
ø
1 l a a g : n r s . 6 / 5
ø
F
G
G
F
l a n g s s n e d e B B
V 3 2 B 2
-
s a m e n h o r e n d e s t a v e n
1 l a a g : n r s . 3 6 / 3 9 / 4 4
ø
2 l a a g : n r s . 3 8 / 3 5 / 3 7
ø
3 l a a g : n r s . 4 1 / 4 0 / 3 9
ø
4 l a a g : n r s . 4 2 / 3 5
ø
5 l a a g : n r s . 3 8 / 3 9 / 4 3
ø
H
J
J
H
l a n g s s n e d e C C
V 3 2 B 3
-
s a m e n h o r e n d e s t a v e n
1 l a a g : n r s . 6 6 / 6 9 / 7 4
ø
2 l a a g : n r s . 6 8 / 6 5 / 6 7
ø
3 l a a g : n r s . 7 1 / 7 0 / 6 9
ø
5 l a a g : n r s . 6 8 / 6 5 / 7 3
ø
4 l a a g : n r s . 7 2 / 7 6 / 7 5
ø
4.0
36.0
501.040 307.5346 1037.5349
150.0 215.01
518.3825 319.713 1048.9195
187.0153
1846.135
4.0
36.0
535.7204 31.890 1060.3076
1927.9170
17 1 7
1 7 3 2 l = 1 4 . 0 0
ø
18
18
1 8 3 2 l = 3 . 8 0
ø
17 17
1 7 3 2 l = 1 4 . 0 0
ø
19
19
1 9 3 2 l = 1 2 . 2 0
ø
1 9 19
1 9 3 2 l = 1 2 . 2 0
ø
1 6 9 1 6 a = 1 5
ø
16
16
1 6 3 2 l = 6 . 7 0
ø
20
20
2 0 3 2 l = 5 . 8 0 D ( 2 x )
ø ^
20
20
2 0
2 6 9 1 6 a = 1 5
ø
3 6 9 2 0 a = 1 5 D ( 2 x )
ø ^
4 6 9 2 0 a = 1 5 D ( 2 x )
ø ^
1
1 6 1 6
ø
a = 2 0
2 1 6 1 6 a = 2 0
ø
3 1 6 2 0
ø
a = 2 0 D ( 2 x )
^
4
1 6 2 0 a = 2 0 D ( 2x )
ø ^
1
3 3 1 6 a = 1 5
ø
2
3 3 1 6 a = 1 5
ø
3
3 3 2 0 a = 1 5 D ( 2x )
ø ^
4
3 3 2 0 a = 1 5 D ( 2x )
ø ^
5 5
5 3 2 l = 1 4 . 0 0
ø
6
6
6 3 2 l = 7 . 0 0
ø
8
8
8
3 2 l = 2 . 0 0
ø
5
5
5 3 2 l = 1 4 . 00
ø
7
7
7 3 2 l = 6 . 5 0
ø
12
12
1 2 3 2 l = 3 . 8 0
ø
11
11
1 1 3 2 l = 5 . 4 0
ø
9 9
9 3 2 l = 1 2 . 0 0
ø
10
10
1 0 3 2 l = 5 . 1 0
ø
5
5
5 3 2 l = 1 4 . 0 0
ø
8
8
8 3 2 l = 2 . 0 0
ø
9
9
9 3 2 l = 1 2 . 0 0
ø
13 13
1 3 3 2 l = 5 . 3 0
ø
1 4
14
1 4 2 0 l = 6 . 0 0
ø
15 15
1 5 2 0 l = 1 4 . 0 0
ø
2 1
5 3 2 a = 2 0 0
ø
2 1
9 3 2 a = 2 0 0
ø
2 1
3 3 2 a = 1 5 0 D ( 2 x )
ø ^
2 1 6 3 2 a = 2 0 0
ø
( 2 x )
36
36
3 6 3 2 l = 7 . 0 0
ø
38
38
3 8
3 2 l = 2 . 0 0
ø
35
35
3 5 3 2 l = 1 4 . 0 0
ø
37
37
3 7 3 2 l = 6 . 9 5
ø
4 2
42
4 2 3 2 l = 4 . 2 0
ø
41
41
4 1 3 2 l = 5 . 6 0
ø
39 39
3 9 3 2 l = 1 2 . 0 0
ø
35
35
3 5 3 2 l = 1 4 . 0 0
ø
38
3 8
3 8 3 2 l = 2 . 0 0
ø
3 9
39
3 9 3 2 l = 1 2 . 0 0
ø
43 43
4 3 3 2 l = 5 . 7 0
ø
66
66
6 6 3 2 l = 7 . 0 0
ø
68
68
6 8
3 2 l = 2 . 0 0
ø
65
65
6 5 3 2 l = 1 4 . 0 0
ø
67
67
6 7 3 2 l = 7 . 3 5
ø
7 2
72
7 2 3 2 l = 3 . 8 0
ø
71
71
7 1 3 2 l = 5 . 4 0
ø
69 69
6 9 3 2 l = 1 2 . 0 0
ø
70
70
7 0 3 2 l = 5 . 9 5
ø
75
75
7 5 3 2 l = 7 . 0 0
ø
68
6 8
6 8 3 2 l = 2 . 0 0
ø
65
65
6 5 3 2 l = 1 4 . 0 0
ø
73 73
7 3 3 2 l = 4 . 1 0
ø
39
39
3 9 3 2 l = 1 2 . 0 0
ø
44 44
4 4
3 2 l = 3 . 9 5
ø
4 0
4 0
4 0 32 l =5 . 3 5
ø
69
69
6 9 3 2 l = 1 2 . 0 0
ø
7 4 74
7 4
3 2 l = 4 . 3 5
ø
76
76
7 6 3 2 l = 9 . 3 0
ø
46 46
4 6 2 0 l = 1 4 . 0 0
ø
45
45
4 5 2 0 l = 6 . 4 5
ø
49 49
4 9 3 2 l = 6 . 6 0
ø
47
47
4 7 3 2 l = 2 . 0 0
ø
48
48
4 8 3 2 l = 1 4 . 0 0
ø
48 48
4 8 3 2 l = 1 4 . 0 0
ø
5 0
50
5 0 3 2 l = 4 . 2 0
ø
5 1
51
5 1 3 2 l = 1 2 . 3 0 D ( 2 x )
ø ^
5 2
52
5 2 3 2 l = 6 . 0 0 D ( 2 x )
ø ^
51 51
5 1
52
52
5 2
3 1 7 0 1 6 a = 1 5
ø
3 2 7 0 1 6 a = 1 5
ø
3 3 7 0 2 0 a = 1 5 D ( 2 x )
ø ^
3 1
3 5 1 6 a = 1 5
ø
3 2
3 5 1 6 a = 1 5
ø
3 3
3 5 2 0 a = 1 5 D ( 2x )
ø ^
3 4
3 5 2 0 a = 1 5 D ( 2x )
ø ^ 3 4 7 0 2 0 a = 1 5 D ( 2 x )
ø ^
3 1
1 6 1 6
ø
a = 2 0
3 2 1 6 1 6 a = 2 0
ø
3 3 1 6 2 0
ø
a = 2 0 D ( 2 x )
^
3 4
1 6 2 0 a = 2 0 D ( 2x )
ø ^
5 3
5 3 2 a = 2 0 0
ø
5 3
9 3 2 a = 2 0 0
ø
5 3
3 3 2 a = 2 0 0 D ( 2 x )
ø ^
5 3 6 3 2
ø
a = 2 0 0 D ( 2 x )
^
78 78
7 8 2 0 l = 1 4 . 0 0
ø
77
77
7 7 2 0 l = 6 . 8 0
ø
79
79
7 9 3 2 l = 2 . 0 0
ø
80
80
8 0 3 2 l = 1 4 . 0 0 D ( 2 x )
ø ^
81 8 1
8 1 3 2 l = 7 . 0 0
ø
80 80
8 0
8 2
82
8 2 3 2 l = 4 . 6 0
ø
83
83
8 3 3 2 l = 1 2 . 4 0 D ( 2 x )
ø ^
84
84
8 4 3 2 l = 6 . 2 0 D ( 2 x )
ø ^
84
84
8 4
83 83
8 3
8 5
1 0 3 2 a = 2 0 0
ø
8 5 6 3 2
ø
a = 2 0 0 D ( 2 x )
^
8 5
3 3 2 a = 2 0 0 D ( 2 x )
ø ^
6 1 7 1 1 6 a = 1 5
ø
6 2 7 1 1 6 a = 1 5
ø
6 3 7 1 2 0 a = 1 5 D ( 2 x )
ø ^
6 4 7 1 2 0 a = 1 5 D ( 2 x )
ø ^
6 1
3 6 1 6 a = 1 5
ø
6 2
3 6 1 6 a = 1 5
ø
6 3
3 6 2 0 a = 1 5 D ( 2 x )
ø ^
6 4
3 6 2 0 a = 1 5 D ( 2 x )
ø ^
6 1
1 7 1 6
ø
a = 2 0
6 2 1 7 1 6 a = 2 0
ø
6 3 1 7 2 0
ø
a = 2 0 D ( 2 x )
^
6 4
1 7 2 0 a = 2 0 D ( 2 x )
ø ^
8 5
6 3 2 a= 2 0 0
ø
7 0 0 D + m o f
^
6 9 3 2 l = 7 . 0 0
ø
2 0 0 D + m o f
^
8 6 + 2 = 8 3 2 l = 2 . 0 0
ø
5 4 0 D + m o f
^
1 1 6 3 2 l = 5 . 4 0
ø
3 8 0 D + m o f
^
1 2 6 3 2 l = 3 . 8 0
ø
6 0 0 D + m o f
^
1 4 2 * 1 0 = 2 0 2 0 a = 2 5 l = 6 . 0 0
ø
6 7 0 D + m o f
^
1 6 7 3 2 l = 6 . 7 0
ø
3 8 0 D + m o f
^
1 8 7 3 2 l = 3 . 8 0
ø
5 8 0 D + m o f
^
2 0 2 * 7 = 1 4 3 2 l = 5 . 8 0
ø
2 9 4
1 1 2
2 9 4
1 6 9 + 1 6 + 3 3 = 1 1 8 1 6
ø
a = 1 5 , 2 0 l = 7 . 0 0
9 9
1 1 2
9 9
2 6 9 + 1 6 + 3 3 = 1 1 8 1 6
ø
a = 1 5 , 2 0 l = 3 . 1 0
3 0 5
4 7
3 0 5
3 2 *6 9 + 2* 1 6 +2 * 3 3= 2 3 6 2 0
ø
a =1 5 , 20 l =6 . 5 7
1 1 0
4 7
1 1 0
4 2 *6 9 + 2* 1 6 +2 * 3 3= 2 3 6 2 0
ø
a =1 5 , 20 l =2 . 6 7
29 4
1 1 2
2 9 4
3 1 7 0 + 3 5 + 1 6 = 1 2 1 1 6
ø
a = 1 5 , 2 0 l = 7 . 0 0
9 9
1 1 2
9 9
3 2 7 0 + 3 5 + 1 6 = 1 2 1 1 6
ø
a = 1 5 , 2 0 l = 3 . 1 0
3 0 5
4 7
3 0 5
3 3 2 * 7 0 + 2 * 3 5 + 2 * 1 6 = 2 4 2 2 0
ø
a = 1 5 , 2 0 l = 6 . 5 7
1 1 0
4 7
1 1 0
3 4 2 * 3 5 + 2 * 7 0 + 2 * 1 6 = 2 4 2 2 0
ø
a = 1 5 , 2 0 l = 2 . 6 7
7 0 0 D + m o f
^
3 6 9 3 2 l = 7 . 0 0
ø
2 0 0 D + m o f
^
3 8 6 + 2 = 8 3 2 l = 2 . 0 0
ø
5 6 0 D + m o f
^
4 1 6 3 2 l = 5 . 6 0
ø
4 2 0 D + m o f
^
4 2 6 3 2 l = 4 . 2 0
ø
6 4 5 D + m o f
^
4 5 2 * 1 0 = 2 0 2 0
ø
a = 2 5 l = 6 . 4 5
2 0 0 D + m o f
^
4 7 7 3 2 l = 2 . 0 0
ø
4 2 0 D + m o f
^
5 0 7 3 2 l = 4 . 2 0
ø
6 0 0 D + m o f
^
5 2 2 * 7 = 1 4 3 2 l = 6 . 0 0
ø
7 0 0 D + m o f
^
6 6 9 3 2 l = 7 . 0 0
ø
2 0 0 D + m o f
^
6 8 6 + 2 = 8 3 2 l = 2 . 0 0
ø
5 4 0 D + m o f
^
7 1 6 3 2 l = 5 . 4 0
ø
3 8 0 D + m o f
^
7 2 6 3 2 l = 3 . 8 0
ø
6 8 0 D + m o f
^
7 7 2 * 1 0 = 2 0 2 0
ø
a = 2 5 l = 6 . 8 0
2 0 0 D + m o f
^
7 9 7 3 2 l = 2 . 0 0
ø
4 6 0 D + m o f
^
8 2 7 3 2 l = 4 . 6 0
ø
6 2 0 D + m o f
^
8 4 2 * 7 = 1 4 3 2 l = 6 . 2 0
ø
2 9 4
1 1 2
2 9 4
6 1 7 1 + 3 6 + 1 7 = 1 2 4 1 6
ø
a = 1 5 , 2 0 l = 7 . 0 0
9 9
1 1 2
9 9
6 2 7 1 + 3 6 + 1 7 = 1 2 4 1 6
ø
a = 1 5 , 2 0 l = 3 . 1 0
3 0 5
4 7
3 0 5
6 3 2 * 7 1 + 2 * 3 6 + 2 * 1 7 = 2 4 8 2 0
ø
a = 1 5 , 2 0 l = 6 . 5 7
1 1 0
4 7
1 1 0
6 4 2 * 7 1 + 2 * 3 6 + 2 * 1 7 = 2 4 8 2 0
ø
a = 1 5 , 2 0 l = 2 . 6 7
i n p l a n t i n g
s c h a a l : 1 / 2 5 0
A B C
A B C
V32 B1
-
V32 B2
-
V32 B3
-
V32 B4
-
V32 B5
-
V3 2 B6
-
d w a r s s n e d e D D
s c h a a l : 1 / 2 5
d w a r s s n e d e E E
s c h a a l : 1 / 2 5
d w a r s s n e d e F F
s c h a a l : 1 / 2 5
d w a r s s n e d e G G
s c h a a l : 1 / 2 5
d w a r s s n e d e H H
s c h a a l : 1 / 2 5
d w a r s s n e d e J J
s c h a a l : 1 / 2 5
50.0
10.0
240.0 240.0
50.0
10.0
240.0 240.0
50.0
10.0
240.0 240.0
1 1
1
1 6 l = 7 . 0 0
ø
2 2
2
1 6 l = 3 . 1 0
ø
3
3
3
2 0 l = 6 . 5 7
ø
4 4
4
2 0 l = 2 . 6 7
ø
3
3
3 2 0 l = 6 . 5 7
ø
4 4
4 2 0 l = 2 . 6 7
ø
2 1 3 2 l = 1 . 1 0
ø
1 7 7 3 2 D ( 1 7 l a a g )
ø ^ ø
1 6
7 3 2 D ( 1 7 l a a g , o v e r l a p )
ø ^ ø
21 21
2 1 3 2 l = 1 . 1 0 D ( 3 x )
ø ^
1 7 7 3 2 D ( 2 7 l a a g )
ø ^ ø
2 1
2 0
7 3 2 D ( 3 7 l a a g )
ø ^ ø
2 1
2 0 7 3 2 D ( 4 7 l a a g )
ø ^ ø
5
9 3 2 D ( 1 9 l a a g )
ø ^ ø
6 9 3 2 D ( 1 9 l a a g , o v e r l a p )
ø ^ ø
8
6 3 2 D ( 2 6 l a a g )
ø ^ ø
5 6 3 2 D ( 3 6 l a a g )
ø ^ ø
1 1
6 3 2 D ( 4 6 l a a g )
ø ^ ø
1 0 6 3 2 D ( 5 6 l a a g )
ø ^ ø
1 2
6 3 2 D ( 6 6 l a a g )
ø ^ ø
5 6 3 2 D ( 7 6 l a a g )
ø ^ ø
8
2 3 2 D ( 8 2 l a a g )
ø ^ ø 9 2 3 2 D ( 9 2 l a a g )
ø ^ ø
1 4 1 0 2 0 a = 2 5
ø
1 5 1 0 2 0 a = 2 5
ø
1 4
1 0 2 0 a = 2 5
ø
1 5
1 0 2 0 a = 2 5
ø
1 1
1
1 6 l = 7 . 0 0
ø
2 2
2
1 6 l = 3 . 1 0
ø
3
3
3
2 0 l = 6 . 5 7
ø
4 4
4
2 0 l = 2 . 6 7
ø
3
3
3 2 0 l = 6 . 5 7
ø
4 4
4 2 0 l = 2 . 6 7
ø
2 1 3 2 l = 1 . 1 0
ø
1 7 7 3 2 D ( 1 7 l a a g )
ø ^ ø
21 21
2 1 3 2 l = 1 . 1 0 D ( 3 x )
ø ^
1 7 7 3 2 D ( 2 7 l a a g )
ø ^ ø
2 1
1 9
7 3 2 D ( 3 7 l a a g )
ø ^ ø
2 1
1 9 7 3 2 D ( 4 7 l a a g )
ø ^ ø
5
9 3 2 D ( 1 9 l a a g )
ø ^ ø
7
6 3 2 D ( 2 6 l a a g )
ø ^ ø
9
6 3 2 D ( 4 6 l a a g )
ø ^ ø
5 6 3 2 D ( 7 6 l a a g )
ø ^ ø
1 3
2 3 2 D ( 8 2 l a a g )
ø ^ ø
1 5 1 0 2 0 a = 2 5
ø
1 5
1 0 2 0 a = 2 5
ø
1 8
7 3 2 D ( 2 7 l a a g , o v e r l a p )
ø ^ ø
31 31
3 1
1 6 l = 7 . 0 0
ø
32 32
3 2
1 6 l = 3 . 1 0
ø
33
33
3 3
2 0 l = 6 . 5 7
ø
34 3 4
3 4
2 0 l = 2 . 6 7
ø
33
33
3 3 2 0 l = 6 . 5 7
ø
34 34
3 4 2 0 l = 2 . 6 7
ø
5 3 3 2 l = 1 . 1 0
ø
4 8 7 3 2 D ( 1 7 l a a g )
ø ^ ø
4 7
7 3 2 D ( 1 7 l a a g , o v e r l a p )
ø ^ ø
53 53
5 3 3 2 l = 1 . 1 0 D ( 3 x )
ø ^
4 8 7 3 2 D ( 2 7 l a a g )
ø ^ ø
5 3
5 2
7 3 2 D ( 3 7 l a a g )
ø ^ ø
5 3
5 2 7 3 2 D ( 4 7 l a a g )
ø ^ ø
3 9
9 3 2 D ( 1 9 l a a g )
ø ^ ø
3 6 9 3 2 D ( 1 9 l a a g , o v e r l a p )
ø ^ ø
3 8
6 3 2 D ( 2 6 l a a g )
ø ^ ø
3 5 6 3 2 D ( 3 6 l a a g )
ø ^ ø
4 1
6 3 2 D ( 4 6 l a a g )
ø ^ ø
4 0 6 3 2 D ( 5 6 l a a g )
ø ^ ø
4 2
6 3 2 D ( 6 6 l a a g )
ø ^ ø
3 5 6 3 2 D ( 7 6 l a a g )
ø ^ ø
3 8
2 3 2 D ( 8 2 l a a g )
ø ^ ø 3 9 2 3 2 D ( 9 2 l a a g )
ø ^ ø
4 5 1 0 2 0 a = 2 5
ø
4 6 1 0 2 0 a = 2 5
ø
4 5
1 0 2 0 a = 2 5
ø
4 6
1 0 2 0 a = 2 5
ø
3 1 3 1
3 1
1 6 l = 7 . 0 0
ø
32 32
3 2
1 6 l = 3 . 1 0
ø
33
33
3 3
2 0 l = 6 . 5 7
ø
34 34
3 4
2 0 l = 2 . 6 7
ø
3 3
3 3
3 3 2 0 l = 6 . 5 7
ø
34 3 4
3 4 2 0 l = 2 . 6 7
ø
5 3 3 2 l = 1 . 1 0
ø
4 9 7 3 2 D ( 1 7 l a a g )
ø ^ ø
53 5 3
5 3 3 2 l = 1 . 1 0 D ( 3 x )
ø ^
4 8 7 3 2 D ( 2 7 l a a g )
ø ^ ø
5 3
5 1
7 3 2 D ( 3 7 l a a g )
ø ^ ø
5 3
5 1 7 3 2 D ( 4 7 l a a g )
ø ^ ø
3 9
9 3 2 D ( 1 9 l a a g )
ø ^ ø
3 7
6 3 2 D ( 2 6 l a a g )
ø ^ ø
3 9
6 3 2 D ( 4 6 l a a g )
ø ^ ø
3 5 6 3 2 D ( 7 6 l a a g )
ø ^ ø
4 3
2 3 2 D ( 8 2 l a a g )
ø ^ ø
4 6 1 0 2 0 a = 2 5
ø
4 6
1 0 2 0 a = 2 5
ø
5 0
7 3 2 D ( 2 7 l a a g , o v e r l a p )
ø ^ ø
4 4 9 3 2 D ( 1 9 l a a g ,
ø ^ ø
o v e r l a p )
61 61
6 1
1 6 l = 7 . 0 0
ø
62 62
6 2
1 6 l = 3 . 1 0
ø
63
63
6 3
2 0 l = 6 . 5 7
ø
64 6 4
6 4
2 0 l = 2 . 6 7
ø
63
63
6 3 2 0 l = 6 . 5 7
ø
64 64
6 4 2 0 l = 2 . 6 7
ø
8 5 3 2 l = 1 . 1 0
ø
8 0 7 3 2 D ( 1 7 l a a g )
ø ^ ø
7 9
7 3 2 D ( 1 7 l a a g , o v e r l a p )
ø ^ ø
85 85
8 5 3 2 l = 1 . 1 0 D ( 3 x )
ø ^
8 0 7 3 2 D ( 2 7 l a a g )
ø ^ ø
8 5
8 4
7 3 2 D ( 3 7 l a a g )
ø ^ ø
8 5
8 4 7 3 2 D ( 4 7 l a a g )
ø ^ ø
6 9
9 3 2 D ( 1 9 l a a g )
ø ^ ø
6 6 9 3 2 D ( 1 9 l a a g , o v e r l a p )
ø ^ ø
6 8
6 3 2 D ( 2 6 l a a g )
ø ^ ø
6 5 6 3 2 D ( 3 6 l a a g )
ø ^ ø
7 1
6 3 2 D ( 4 6 l a a g )
ø ^ ø
7 0 6 3 2 D ( 5 6 l a a g )
ø ^ ø
7 2
6 3 2 D ( 6 6 l a a g )
ø ^ ø
7 6 6 3 2 D ( 7 6 l a a g )
ø ^ ø
6 8
2 3 2 D ( 8 2 l a a g )
ø ^ ø 6 5 2 3 2 D ( 9 2 l a a g )
ø ^ ø
7 7 1 0 2 0 a = 2 5
ø
7 8 1 0 2 0 a = 2 5
ø
7 7
1 0 2 0 a = 2 5
ø
7 8
1 0 2 0 a = 2 5
ø
6 1 6 1
6 1
1 6 l = 7 . 0 0
ø
62 62
6 2
1 6 l = 3 . 1 0
ø
63
63
6 3
2 0 l = 6 . 5 7
ø
64 64
6 4
2 0 l = 2 . 6 7
ø
6 3
6 3
6 3 2 0 l = 6 . 5 7
ø
64 6 4
6 4 2 0 l = 2 . 6 7
ø
8 5 3 2 l = 1 . 1 0
ø
8 1 7 3 2 D ( 1 7 l a a g )
ø ^ ø
85 8 5
8 5 3 2 l = 1 . 1 0 D ( 3 x )
ø ^
8 0 7 3 2 D ( 2 7 l a a g )
ø ^ ø
8 5
8 3
7 3 2 D ( 3 7 l a a g )
ø ^ ø
8 5
8 3 7 3 2 D ( 4 7 l a a g )
ø ^ ø
6 9
9 3 2 D ( 1 9 l a a g )
ø ^ ø
6 7
6 3 2 D ( 2 6 l a a g )
ø ^ ø
6 9
6 3 2 D ( 4 6 l a a g )
ø ^ ø
7 5 6 3 2 D ( 6 6 l a a g )
ø ^ ø
7 3
2 3 2 D ( 8 2 l a a g )
ø ^ ø
7 8 1 0 2 0 a = 2 5
ø
7 8
1 0 2 0 a = 2 5
ø
8 2
7 3 2 D ( 2 7 l a a g , o v e r l a p )
ø ^ ø
7 4 9 3 2 D ( 1 9 l a a g ,
ø ^ ø
o v e r l a p )
B E 4 0 0 S
S t . A a n t . ø L e n g t e o p m . : S t . A a n t . ø L e n g t e o p m . : S t . A a n t . ø L e n g t e o p m . :
1 1 1 8 1 6 7 . 0 0
2 1 1 8 1 6 3 . 1 0
3 2 3 6 2 0 6 . 5 7
4 2 3 6 2 0 2 . 6 7
5 2 1 3 2 1 4 . 0 0
6 9 3 2 7 . 0 0
7 6 3 2 6 . 5 0
8 8 3 2 2 . 0 0
9 8 3 2 1 2 . 0 0
1 0 6 3 2 5 . 1 0
1 1 6 3 2 5 . 4 0
1 2 6 3 2 3 . 8 0
1 3 2 3 2 5 . 3 0
1 4 2 0 2 0 6 . 0 0
1 5 2 0 2 0 1 4 . 0 0
1 6 7 3 2 6 . 7 0
1 7 1 4 3 2 1 4 . 0 0
1 8 7 3 2 3 . 8 0
1 9 1 4 3 2 1 2 . 2 0
2 0 1 4 3 2 5 . 8 0
2 1 3 2 3 2 1 . 1 0
3 1 1 2 1 1 6 7 . 0 0
3 2 1 2 1 1 6 3 . 1 0
3 3 2 4 2 2 0 6 . 5 7
3 4 2 4 2 2 0 2 . 6 7
3 5 1 2 3 2 1 4 . 0 0
3 6 9 3 2 7 . 0 0
3 7 6 3 2 6 . 9 5
3 8 8 3 2 2 . 0 0
3 9 1 7 3 2 1 2 . 0 0
4 0 6 3 2 5 . 3 5
4 1 6 3 2 5 . 6 0
4 2 6 3 2 4 . 2 0
4 3 2 3 2 5 . 7 0
4 4 9 3 2 3 . 9 5
4 5 2 0 2 0 6 . 4 5
4 6 2 0 2 0 1 4 . 0 0
4 7 7 3 2 2 . 0 0
4 8 1 4 3 2 1 4 . 0 0
4 9 7 3 2 6 . 6 0
5 0 7 3 2 4 . 2 0
5 1 1 4 3 2 1 2 . 3 0
5 2 1 4 3 2 6 . 0 0
5 3 3 2 3 2 1 . 1 0
6 1 1 2 4 1 6 7 . 0 0
6 2 1 2 4 1 6 3 . 1 0
6 3 2 4 8 2 0 6 . 5 7
6 4 2 4 8 2 0 2 . 6 7
6 5 8 3 2 1 4 . 0 0
6 6 9 3 2 7 . 0 0
6 7 6 3 2 7 . 3 5
6 8 8 3 2 2 . 0 0
6 9 1 5 3 2 1 2 . 0 0
7 0 6 3 2 5 . 9 5
7 1 6 3 2 5 . 4 0
7 2 6 3 2 3 . 8 0
7 3 2 3 2 4 . 1 0
7 4 9 3 2 4 . 3 5
7 5 6 3 2 7 . 0 0
7 6 6 3 2 9 . 3 0
7 7 2 0 2 0 6 . 8 0
7 8 2 0 2 0 1 4 . 0 0
7 9 7 3 2 2 . 0 0
8 0 1 4 3 2 1 4 . 0 0
8 1 7 3 2 7 . 0 0
8 2 7 3 2 4 . 6 0
8 3 1 4 3 2 1 2 . 4 0
8 4 1 4 3 2 6 . 2 0
8 5 3 4 3 2 1 . 1 0
( m m ) L ( m ) W ( k g )
ø ( m m ) L ( m ) W ( k g )
ø ( m m ) L ( m ) W ( k g )
ø
1 6 3 6 6 6 . 3 0 5 7 9 2 . 7 5 4 2 0 7 9 3 3 . 2 4 1 9 5 9 5 . 1 0 3 3 2 3 6 0 8 . 8 0 2 2 7 8 2 . 3 5 4
T o t a a l g e w i c h t 4 8 1 7 0 . 2 1 1 k g

Project : NAVO tunnel
Description : Design for building a traffictunnel - Leopold II laan - Brussel

Industrial Steel Constructions

Project : Glaverbel Moustier (BELGIUM)
Weight : 450 ton

Project : Sidmar Steel Cast II (BELGIUM)
Weight : 3000 ton

Project : Thumaide (BELGIUM)
Weight : 870 ton
Rewards : 1ste price Xsteel-contest 2000

Project : Cranes Sobemai (NORWAY)
Weight : 150 ton

Project : Fjardaal - IJsland
Description: Design of workshopdrawings

Project : Fjardaal - IJsland
Description: Design of workshopdrawings

Project : Statoil Snovhit – Noorwegen 4000 Ton
Description: Design of workshopdrawings

Building Construction

Project : HQ2 Canary Wharf, Londen (UK)
Weight : 2200 ton

Project : Ahoy Rotterdam Entreehal
(NETHERLANDS)
Weight : 400 ton
H
6000 6000 6000 600 0 6000 6000 6000 6000
G
F
E
D
C
B
A
AB
9000 9000 9000 900 0
51(4) 52 53 54 55

Project : ‘t Spaans Fort, Gent (BELGIUM)
Description : Concrete building (5 stages)
- 8 5.00
- 3 10.0 0
+1 410. 00
+1 120. 00
+8 40.0 0
+5 60.0 0
+2 80.0 0
- 15.0 0
1 5
5 5
1 1 4 . 9 9 9 9
+168 6
1 3 . 9 9 9 9
B 9
2 5
8 5
6 0 3 5 . 0 0 0 1
1 5
3 0 7 9 . 9 9 9 9 1 0
2 0 0
2 8 0
2 2
2 1 9 . 9 9 9 9 4 71 8 9 . . 0909 091 9
4 0
6 0 . 0 0 0 1
K 1 2 0 / 1 2 0 / 5
2 0
6 0 . 0 0 0 1
5 0 . 0 0 0 1
6 1 . 0 0 0 1
9 . 9 9 9 9
5 5
6 0 . 0 0 0 1
2 2
3 0 1 7 9 . 9 9 9 9 3 0 . 0 0 0 1
1 5
4 0 1 3 9 . 9 9 9 9
2 6 0
1 5 . 0 0 0 1
1 9 . 9 9 9 9
1 4
B 1
5 4 2 9 . 9 9 9 8
1 1 4 . 9 9 9 9
2 0
3 4
2 7 0
- 40.00
3 0
2 0 . 0 0 0 1
- 60. 00
3 0 4 5 8
- 3 10.0 0
+141 0.00
5 3
+1 120. 00
+8 40.0 0
+5 60.0 0
+2 80.0 0
- 15.0 0
1 4 . 0 02 0 1 2 6 3 . 9 9 9 91
4 . 0 02 0 1
23 1
14 . 0 02 0 1
6 9 . 9 9 9 9
1 5 . 9
1 2 4 . 9 9 9 9
+1 68 6. 00
8 . 0 0 021 0
4 0
3 9
2 0
1 8 1 . 8 0 0 1 1 0 0
6 1 2 5 5
5 1 9 . 9 9 9 9
3 6 1 . 5 2 0 8 0 2 0
5 4 . 9 9 9 9
3
2 2 3 0 2 . 7 9 6 4
2 2 5 5 5 3 0
3 0 . 0 0 0 1
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3 4 . 9 9 9 91 5
1 4 . 9 9 9 9
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3 4
K 1 0 0 / 8 K 2 0 0 / 1 0 0 / 6 . 33 5
1 2 0
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L = 2 0 4 C M
A
3 4 . 9 9 9 9 1 6
1 5 1 5
1 0 0 3 8 1 . 5
4 0
3 0
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2 0 6 . 9 9 9 9
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1 5 5
B O U W H E E R
A R C H I T E C T St udie groep Arc h. D irk B onti nck
Jo zef Plate aust raat 49
90 00 Gen t
T I T E L
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8 5 8
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1 4 6
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o p 1 6 / 1 0 5
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D
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2 w a c h t b u i z e n Ø 2 0 0
9 0 c m o n d e r m a a i v e l d
85 20
Naamloze vennootschap
Bouwen van appartementsgebouw
Slachthuisstraat - Gent
IB C
Pa gode nlaan 1
10 20 B russ el
B e k i s t i n g
s n e d e C - C e n s n e d e F - F
Studieb ureau v oor Bouwkun de e n Ex pertise
Breedstraat 239
9 10 0 Si nt - N ik la as
Tel. 03/777.97.19
Fax. 03/777.98.79
L
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I
H
G
F
E
D
C
B 23 - 1 0- 00 Wi jz e g in g vo lg e n s ar chit ec tu ur 05- 10 - 2 00 0- vl oe r bo ve n 4e e n 5e v er di ep
N.V.
12 - 0 4- 00 Wi jz e g in g vo lg e n s ar chit ec tu ur 04- 04 - 2 00 0
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A
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N.V.
A B
Dat um
Dat e
21 - 0 3- 20 00
PLAN Nr. 1996 / 108
Sch aal
Ech elle s
1/50
K 1 4
K 1R
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2 x H E M ( 5 0 0 )
L = 7 9 5 C M
K 1 6
5 5 4 0
K 1 5
N i v . - 1 5
3 x H E M ( 4 5 0 )
L = 6 1 0 C M
1 5
W 1
3 0
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o p 1 4 / 1 0 0
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N i v . - 8 5
K 1 0 K 1 1 K 1 2 K 1 3
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W 1 0 N i v . - 5 2
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W 1 5
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K 3 K 4
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K 1 8
1 8G
K 1 7
30
W 4
20
B
W 8
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N o o r d
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- 1 5 . 0 0
K 2 5 0 / 2 5 0 / 1 2 . 5 K 2 5 0 / 2 5 0 / 1 2 . 5
K 2 5 0 / 2 5 0 / 1 2 . 5 K 2 5 0 / 2 5 0 / 1 2 . 5
K 5 K 6
2 4 8 8 . 5
o p e n i n g 3 5 x 1 5
o p e n i n g 1 1 0 x 4 5
o p e n i n g 1 5 x 1 5
1 0 c m o n d e r p l a a t
3 5 c m o n d e r p l a a t
1 4 c m o n d e r p l a a t
5 c m v a n w a n d
5 c m v a n w a n d
5 c m v a n w a n d D o o r v o e r b u i s Ø 1 5 0
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A
o p e n i n g 3 5 x 1 5
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Naamloze vennootschap
Bouwen van appartementsgebouw
Slachthuisstraat - Gent
B O U W H E E R I B C
P a g o d e n l a a n 1
1 0 2 0 B r u s s e l
A R C H I T E C T S t u d i e g r o e p A r c h . D i r k B o n t i n c k
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d = 5 5
W 1 8 W 1 9
d = 4 3
d = 5 9
d = 4 3
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d = 2 0
d = 1 8
1 8
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5 0
F
N i v . - 3 0
N i v . - 1 5
A
N i v . - 1 5
K 7 K 8 K 9
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B e k i s t i n g
V l o e r b o v e n k e l d e r
Studiebureau voor Bouwkunde en Expertise
Breedstraat 239
91 00 S in t- Ni kl aa s
Tel. 03/777.97.19
Fax. 03/777.98.79
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G
F 2 2 -05 - 00 Aa nd ui di ng o pe ni ng en i n be to n w an de n vo lg en s aa nd . In te r- Co ns ul t En gi ne er in g n. v. N. V.
E 0 8 -05 - 00 Aanduiding van openingen in be ton wanden JD V
D 0 2 -05 - 00 Aanduiding B22
N. V.
C 2 5 -04 - 00 Wi jz ig in g vo lg en s ve rg ad er in g 2 5- 04 - 0 0 : pl aa ts a s1
N. V.
B 1 2 -04 - 00 Wi jz ig in g vo lg en s ar ch it ec tu u r 04 - 0 4- 20 00
N. V.
A 2 8 -03 - 00 Algemene aanpassing
I. V.
In d.
Tek/ Dess
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Des sine
N.V.
A B C D
Dat um
Dat e
2 1- 03 - 2 00 0
PLAN Nr. 199 6 / 105 E F
Sch aal
1/50
Ech elle s

Z 4 a
Project : Lieven Bauwens II, Gent (BELGIUM)
Description : - Concrete building (14 stages)
- Steel structures for roof and elevator
- Underground parking
B 1 7 a
Z 4 b
B 1 7 b
.
B 1 1
B 1 5
F U N D E R I N G S B A L K E N B 2 - B 4 - B 5
A B C
K 9 K 3 7 K 4 K 1 3 W 3 4
( 5 )
( 6 )
( 7 )
2 2 0
2 2 0
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7
6
3
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( 2 )
.
( 3 0 ) 4 ø 1 6 s u p p l .
o n d e r w a p . i n Z . 6 !
( 1 1 8 ) x 4 s p . ø 2 5
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5 5
9 0
55
F U N D E R I N G S B A L K E N B 3 - B 8 - B 9
W a p e n i n g f u n d e r i n g s p l a a t ( d i k t e = 3 0 c m )
Z 4 c
B i j l e g s t a v e n p l a a t w a p . t . p . v . p a a l k o p p e n , z i e p l a n n r . 1 3 0 3 / 0 6
B 1 7 c
w3 7
B 1 0
.
Z 6
A B C
K 4 ( 5 )
( 6 )
( 7 )
K 1 0
K 5 2 K 1 6
2 4 0
2 7 5
2 7 5
7
6
3
7 B 1 8
( 8 . ) ( 9 . )
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( 1 0 )
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( 1 1 8 ) x 4 s p . ø 2 5
( 3 )
5 5
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55
.
Z 7
.
B 5
B 4
B 2
w 3 6
1 2
B6
B7
B 7 a
B 6 a
P l a a t w a p e n i n g : s u p p l . n e t t e n P l a a t w a p e n i n g i n r i t ( d i k t e = 1 5 c m )
( I n a l l e p l a t e n v a n 3 0 c m d i k )
( 2 ) B o v e n n e t 1 0 x 1 0 x 1 5 0 x 1 5 0
- o v e r a l l a t e n d o o r l o p e n
- o v e r l a p p i n g e n m i n . 4 5 c m
25
450
Z 7
( 2 9 ) 4 ø 2 0 ( 2 9 ) 4 à 2 0 c m
s u p p l . b o v e n w a p . i n
p l a a t v a n 3 0 c m d i k .
( 1 ) O n d e r n e t 1 0 x 1 0 x 1 5 0 x 1 5 0
- t e o n d e r b r e k e n t . p . v . b a l k e n e n e n k e l e + d u b b e l e
p a a l k o p p e n , m i n . 2 0 x ø o p t e l e g g e n !
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45 0
45
.
Z 5 f B 1 8 f
K 4 0 K 4 1
H E L L I N G
K 4 2
N a a r - 2
P L A A T D I K T E = 1Z 5 8 b c m
V a n - 2
K 3 9
Z 8 a
K 2 9 K 3 0
w 3 5
P 5 P 5
w 3 4
150 ( 2 3 ) 5 2 ø 8
P 5
K 3 1
P 4
K 5 5
w 3 8
a l l e 3 0 c m
P 5
( 2 4 ) 5 2 ø 8
K 2 8
1 50
K 5 4
500
5 00
a l l e 3 0 c m
K 3 8
( 1 7 ) 1 7 ø 1 0
( 1 8 ) 1 7 ø 1 0
K 4 3
P 4
K 5 3
a l l e 1 5 c m
a l l e 1 5 c m K 5 6
B 2 0
B 2 1
K 2 7
K 3 2
2 00
K 1 4 K 1 5
K 1 6
( 2 5 ) 5 5 ø 8 ( 2 5 ) 5 5 K 1à3 3 0 cPm 4 P 4
( 2 6 ) 6 5 ø 8 ( 2 6 ) 6 5 à 3 0 c m
K 6 2
P 4
1 50
200
17 0
P 4
K 6 3
170
150
( 1 5 ) 6 ø 1 0
( 1 3 ) 1 2 4
( 1 4 ) 1 3 4
P 3
( 1 6 ) 6 ø 1 0
720
a l l e 1 5 c m
P 4
P 3
ø 1 2 à 1 5 c m
ø 1 2 à 1 5 c m
P 4
a l l e 1 5 c m
( 1 9 ) 55 ø 1 2 ( 1 9 ) 5 5 à 3 0 c m
( 2 0 ) 6 4 ø 1 2 ( 2 0 ) 6 4 à 3 0 c m
K 2 6
K 3 3
340
K 4 9 K 5 0 K 5 1 K 5 2
720
K 4 4
K 3 7
P 5
K 6 1
( 8 ) 8 2 ø 1 6 ( 8 ) 8 2 à 2 0 c m
( 9 ) 9 7 ø 1 6 ( 9 ) 9 7 à 2K 06 4c
m
340
P 5
500
( 2 2 ) 3 9 ø 8 ( 2 2 ) 3 9 à 3 0 c m
( 2 1 ) 3 9 ø 8 ( 2 1 ) 3 9 à 3 0 c m
( 7 ) 7 8 ø 1 6 ( 7 ) 7 8 à 2 0 c m
( 1 0 ) 7 8 ø 1 6 ( 1 0 ) 7 8 à 2 0 c m
500
P 1 P 2 P 2 P 1 '
3 40
3 40
P 4 P 5
K 6 0
K 5 9
K 5 8
K 5 7
( 5 ) 5 5 ø 8 ( 5 ) 5 5 Kà 7 3 0 c m K 8 K 9 K 1 0
( 6 ) 6 4 ø 8 ( 6 ) 6 4 Pà5 3 0 c m
P 4
7 20
7 20
K 3 6 K 3 5
K 2 3
Z O N E I I I
K 4 K 5 K 6
K 2 4
K 4 6
K 4 5
K 1 K 2 K 3
K 4 7 K 4 8
K 3 4
K 2 5
W 2 5 W 2 7
Z O N E I I I
Z O N E I I I
W 1 8
Z 3
W 3 0
15 0
1 50 ( 1 1 ) 4 7 ø 1 2 ( 1 1 ) 4 7 à 1 5 c m
( 1 2 ) 4 7 ø 1 2 ( 1 2 ) 4 7 à 1 5 c m
t e p a a r d o p B 1 5
t e p a a r d o p B 1 6
O V E R L A P P I N G N E T T E N
.
.
B9
B 3 B 8
.
b o v e n n e t l a t e n d o o r l o p e n
85
Z 5 e
S n e d e A S n e d e B S n e d e C
135
3 0
( 5 ) 4 ø 2 5
( 6 )
( 6 ) 4 ø 2 5
( 8 4 ) d u b b e l e b g . ø 1 2 4 d u b b e l e b g . à 2 5 c m
675
34
( 9 ) 3 1 bg . ø 12 3 1 b g . à 2 0 c m ( 2 ) 4 ø 3 2 s u p p l .
8 10
7 5
7 5
870
( 1 ) 4 ø 1 6 d o o r l o p e n d
70
6 0
9 40 930
w 3 4
b o v e n n e t l a t e n d o o r l o p e n
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.
B 1 8 e B 1 8 d
B 1 9
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.
5 b
cZ
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B 1 8 c
B1 2
( 4 ) 4 ø 1 6 d o o r l o p e n d
30
B 1 3
.
B 1 6
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52
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30
35
( 1 2 ) W a c h t s t a v e n K . 4 9 , 6 ø 1 2
( 7 ) 3 ø 2 0
b o v e n n e t l a t e n d o o r l o p e n
b o v e n n e t l a t e n d o o r l o p e n
680 70
( 4 )
( 4 )
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85
30
35
8 5
( 1 )
6 0
( 3 ) 3 ø 1 6 s u p p l .
70
570
w 3 4
S n e d e A S n e d e B S n e d e C
135
( 4 ) 4 ø 1 6 d o o r lBo 1p8 e n d
.
B 1 8 b
12 0
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87 0 1000
1000
113 0 70
B1 8 a
Z 5 a
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7 1 d u b b e l e b g . ø 1 0 d u b b e l e b g . à 1 5 c m
62
( 7 ) 3 0 b g . ø 1 0
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56
27
62
27 5 0
12 00
( 2 ) 4 ø 1 0 d o o r l o p e n d
12
( 1 2 ) W a c h t s t a v e n K . 5 2 , 6 ø 1 2
b o v e n n e t l a t e n d o o r l o p e n
b o v e n n e t l a t e n d o o r l o p e n
( 4 )
85
30
( 1 0 ) 2 1 b g . ø 1 2 2 1 b g . à 2 0 c m
( 7 ) 4 ø 2 5
820
( 5 ) 2 ø 3 2
( 6 )
( 6 ) 4 ø 3 2
( 8 4 ) d u b b e l e b g . ø 1 2 4 d u b b e l e b g . à 2 5 c m
( 1 0 )
( 9 ) ( 2 ) 4 ø 3 2 s u p p l .
t e p a a r d o p K 1 6
3 0 du bb el e b g. ø 12 3 0 d ub be l e b g . à 2 5 c m
700
3 1 b g . ø 1 2 3 1 b g . à 2 0 c m
34
34
870
75
7 5
7 5
( 1 ) 4 ø 1 6 d o o r l o p e n d
34
( 1 )
( 1 )
52
3 4
70
7 0
6 0
6 0
6 0
1000
9 00
1130
( 3 ) 3 ø 3 2 s u p p l .
B 1 8
B 1 8
3
1 20
30
1 5 1 2 0 1 5
W 3 9
W 3 8
6
S n e d e A
9 5
70
K 4 1
3
6
6 / 3
2
5
5 / 2
1
4
4 / 1
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1 2 4 5
25
Z . 7 Z . 5
( 1 2 ) 4 s p . ø 1 6
0
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7 + 8 9 + 1
700
62 0
( 1 ) 4 ø 1 6 , d o o r l o p e n d
70
5
P l a a t w a p . h e l l i n g r o l s t o e l p a t i e n t e ( n 2 7 ) s p . ø 8 ( 2 7 ) s p . à 1 5 c m
( 4 ) O n d e r n e t 8 x 8 x 1 5 0 x 1 5 0
( 4 )
3 0
B 1 8
( 1 1 ) 35 x 2 w a ch ts t . ø 1 0 ( 1 1 ) 3 5 x 2 w a c h t s t . à 1 5 c m
700 60 0
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t e o v e r l a p p e n m e t w a p . Z . 7
W 3 8 / 3 9
B 1 8 c - 1 8 d
5 2
75
B 1 8
930
70
71 d u b b e l e b g . ø 1 0 d u b b e l e b g . à 3 0 c m
6 2
( 9 ) 2 5 b g . ø 1 0
( 1 0 ) 2 5 b g ø 1 0
5 6
2 7
6 2
2 7 50
80 0
( 5 ) 4 ø 1 0 , a a n b e i d e u i t e i n d e n
( 1 )
v a n p a l e n 2 5 x ø v e r a n k e r d .
9 5
7 0
S n e d e B
830
( 3 )
( 6 ) 7 ø 1 6 , a a n b e i d e u i t e i n d e n
v a n p a l e n 2 5 x ø v e r a n k e r d .
B i j l e g s t a v e n o v e r k r a g i n g p l a a t h e l l i n g
( 2 8 ) 3 ø6 ( 2 8 ) 3 à 2 5 c m
16 0
O n d e r n e t
N O T A ' S :
K W A L I T E I T E N :
B O U W H E E R
A R C H I T E C T
T I T E L
k e l d e r p l a a t h a l f r o n d : w a p e n i n g
f u n d e r i n g s p l a a t + f u n d e r i n g s b a l k e n
Naamloze vennootschap
LIEVEN BAUWENS BUILDING
Bouwen van kantoren
M A R T E L A A R S L A A N N . V .
O u d e H o u t l e i 8 0
9 0 0 0 G e n t
H o l t z e r b v b a
V a n d e w a l l e - C o r i j n b v b a
B o c k a e r t b v b a
L
K
J
I
H
G
F
E
D
C
B 24- 11 -'97
aanvulling bijlegstaven 29 (in funderingsplaat ) en 30 (in Z6)
A 28- 10 -'97
wijziging nota + bijlegstaven plaat helling + injectieslang
Ind. Datum/Date
Wijzigingen/Modifications
Getekend
R . T H .
Dessine
Datum
Date
2 3 - 1 0 - 1 9 9 7
PLAN Nr.
Schaal
Echelles
1 / 1 0 0 1 / 2 0
Studiebureau voor Bouwkunde en Expertise
Breedstraat 239
9100 Sint- Niklaas
40
85 0
- N e t t e n d i e o n d e r b r o k e n w o r d e n
m i n . 2 0 x ø o p t e l e g g e n .
- N e t t e n m i n . 4 5 c m t e o v e r l a p p e n
B e t o n :
B 2 5 / 3 0
W a p e n i n g s s t a a l B E : 5 0 0 S
B e t o n d e k k i n g :m i n . 2 . 5 c m
I n a a n r a k i n g m e t d e g r o n d :4 , 0 c m
P l a t e n :
3 , 0 c m
B a l k e n :
3 , 5 c m
K o l o m m e n :
4 , 5 c m
W a n d e n :
3 , 5 c m
( 4 ) 7 ø 2 0 , a a n b e i d e u i t e i n d e n
v a n p a l e n 2 5 x ø v e r a n k e r d .
1303/07
Tel. 03/777.97.19
Fax. 03/777.98.79
A B

P106 PL75*5
P107 PL75*3
P108 PL75*2
P105 UPN220
P40 UPN160
P52 MSH150/150/10
P24
P94
P38
P44 MSH150/150/10
P24
P86
P90
P24 IPE160
P3 HEB280
P58
P45
P21 IPE160
UPN160 UPN160
P32
IPE220
P32
P38
P8B
P21 P20
P14 IPE220 P14
P33 UPN160
P67 TUBER70*3
P41 UPN160
P104B
P24
P94
P86
P90
P90
P94
P2
P43 MSH150/150/10
P24
P68 TUBER70*3
P21 P20
P86
P104B UPN120
P58
P53 MSH150/150/10
P9B IPE220
P30 UPN160
P20 IPE160
P64 TUBER70*3
P103B
P26 UPN160
P90
P94
P46 MSH150/150/10
P34 UPN160
P10B IPE220
P90
P94
P86
P45 MSH150/150/10
P2 HEB280
P98B UPN120
P100B UPN120
P31 UPN160
P103B UPN120
P65 TUBER70*3
P100B
P83
P82
P86
P58
P54 MSH150/150/10
P84
P85
P82
P94
P49B MSH150/150/10
P94
P86
P90
P86
P90
P16
P47 MSH150/150/10
P1 HEB280
P62 TUBER70*3
P11B IPE220
P59 TUBER70*3
P66
P84 PL50*5
P85
P99B UPN120
P102B UPN120
P83 PL50*5
P16 IPE160
P57 MSH150/150/10
P82
P58 MSH150/150/10
P50 MSH150/150/10
P16
P61 TUBER70*3
P19 IPE160
P98B
P94
P85 PL50*5
P51B MSH150/150/10
P22
P69
P48B MSH150/150/10
P35 UPN160
P86
P90
P60 TUBER70*3
P66 TUBER70*3
P90
P86
P80 PL403*10
P27 UPN160
P82 PL50*10
P17 IPE160
P13B IPE220
P74 L70*7
P77 L70*7
P94
P22
P18 IPE160
P22 IPE160
P99B
P70 L70*7
P70 P73
P86 PL200*5
P76 L70*7
P72 L70*7
P94
P55
P74
P81 PL403*10
P81
P86
P90
P36 UPN160
P51B
P28 UPN160
P75 L70*7
P69 TUBER70*3
P73 L70*7
P63 TUBER70*3
P101B UPN120
P15B IPE160
P56 MSH150/150/10
P79 PL441*10
P78 L70*7
P71 L70*7
P12B IPE220
P90 PL200*3
P4 IPE240
P94 PL200*2
P37 UPN160
P5 IPE240 P7 IPE240
P55 MSH150/150/10
P23 IPE160
P29 UPN160
P42 UPN160
P88B PL120*5
P86
P90
P94
P39 UPN160
P95 PL120*2
P87 PL120*5
P91 PL120*3
P6 IPE240
P25 UPN160
P97 PL245*2
P89 PL245*5
P96B PL120*2
P92B PL120*3
P93 PL245*3
E
D
1420 1379 1371
C
C
C
C'
1620
B
1620 4870
B
B
B
1620
3000
3000
niv 35320
niv 32100
niv 30490
niv 28880
niv 27270
niv 25660
niv 24050
niv 22440
niv 20830
niv 19220
niv 17610
niv 16000
3000
niv 33710
1' 2'
A
niv 44980
niv 43370
1' 2'
niv 41760
niv 40150
niv 38540
niv 36930
niv 35320
niv 53940
niv 52540
niv 51171
niv 49810
niv 48200
niv 46590
niv 45140
niv 44980
1' 2'
niv 15900
niv 13875
niv 13650
3884 323 2 3684
1 2 3 4

Project : 2 schools of 5.000 m² (TURKIJE)
Description : - Realised with light-weight steel
profiles (Sadef)
- Earthquake resistant

Project : Waasland Shopping Center (BELGIUM)
Description : Conversion of the existing shopping
center to the new one, so it convert to a fully integrated
complex