1 : 2 - mercell
TRANSCRIPT
1 : 2
1 : 2
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
31.10.2012
28.09.2012
04.09.2012
Rev.:
01
02
03
Date:
Updated
Updated
UpdatedPTA
PTA
PTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTHYDR. CYLINDER CM 250 140/80-1400373 GANG OG SYKKELBRO - SKANSENLØPETPURCASED PART
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
49,9 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00059
Sheet no.: 1 of 1
17.09.2011 P. Taraldrud P. Taraldrud
Sheet:
Rev. 03
22,9 kg HYDR. CYLINDER ROD CM250 CHCH140/80-1401227 kg HYDR. CYLINDER HOUSING CM250 CHCH 140/80-14011
MASSMATERIALDESCRIPTIONQTYPOS
585
725
60
==
n60
585
60
==
NOTES:
1.Hydraulic Cylinder requirements:
- Cylinder manufacturer, Hydra tech or equvivalent. - CM 250 CHCH Marine sylinder.
- Rod Coating 100 µm Nickel / 50 µm Chrome
- Special Rod Coating accept criteria:
# No pitting penetrating the Nickel layer is accepted.
# No pitting penetrating the chrome layer lager than 0.5 mm is accepted.
# Ni/Cr coating process and quality to be documented.
2. Hydraulic cylinder cleanness to be NAS 8 and to be documented. Medium to be hydraulic oil
3. Hydraulic cylinder to be pressre tested to 1.5 times maximun working pressure, Hoding time to be 2x5 min.
No leakage accepted.
4.Hydaulic cylinder to be delivered with 3.1 certificate
5. Hydraulic cylinder design temperature -40 C to + 90 C
6. Carbon steel surface treatment: Corrosion class 3 (NS 5415)
- To be sandblasted to Sa 2.5 (Standard SIS 055900)
- Zinc Epoxy, 1x50 my
- Epoxy polyamid, 1x125 my - Polyuretan, 1x50 my
- Total thickness: 225 my
1
2
1,5 : 1
1 : 1
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
Rev.: Date:
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
MYKLEBUST ASCYLINDER PIN0373 GANG OG SYKKELBRO - SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
6,4 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00062
Sheet no.: 1 of 1
17.09.2011 P. Taraldrud P. Taraldrud
Sheet:
Rev. 02
6,4 kgS355NL.Round Bar ø115 x 25811MASSMATERIALDESCRIPTIONQTYPOS
13
100,5
165,5
253
258
15°
15°
15° R2
1 x 45°
62 f
7Ø
60 f
7Ø5
8 f
7Ø
60°
n85
M12x1.75THROUGH
3 OFF EQUI SPACED AS SHOWN
ø13 THROUGH
3 OFF EQUI SPACED AS SHOWN
MACHINING
Final machining to be carried out after welding is complete
Machined holes to be u.o.n
Machined surfaces to be u.o.n
3,2
3,2
1
n115
NOTES:
1. SURFACE TREATMENT:
TO BE PAINTED ACCORDING TO SVV PROCESS CODE NO. 2, CLAUSE 85.3, SYSTEM NO. 1.
2. DO NOT PAINT
NOTE 2NOTE 2NOTE 2
1 : 2
A-A ( 1 : 2 )
B-B ( 1 : 2 )
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
10.03.2013
Rev.:
03
Date:
RedesignedPTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTLOCKING DOG0373 GANG OG SYKKELBRO - SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
172,0 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00077
Sheet no.: 1 of 1
17.09.2011 P. Taraldrud P. Taraldrud
Sheet:
Rev. 03
172 kgS355NL.Plate 123 x 203 x 104311MASSMATERIALDESCRIPTIONQTYPOS
A
A
B
B
n85
R75
M12x1.75 - 6H THROUGH
3 OFF EQUI SPACED AS SHOWN
58 H7Ø
62 H7Ø
1x45°
65
==
95
R10
963
85
1
MACHININGFinal machining to be carried out after welding is complete Machined holes to be u.o.n
Machined surfaces to be u.o.n
3,2
3,2
NOTES:
1. SURFACE TREATMENT:
TO BE PAINTED ACCORDING TO SVV PROCESS CODE NO. 2, CLAUSE 85.3, SYSTEM NO. 1.
2. DO NOT PAINT
60°
R12
15
2 0
123
203
3,2
3,2
3,2
3,2
2 : 1
1 : 1
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
Rev.: Date:
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTCYLINDER PIN0373 GANG OG SYKKELBRO - SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
3,8 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00078
Sheet no.: 1 of 1
17.09.2011 P. Taraldrud P. Taraldrud
Sheet:
Rev. 02
3,8 kgS355NL.Round Bar ø115 x 14011MASSMATERIALDESCRIPTIONQTYPOS
ø13 THROUGH 3 OFF
EQUI SPACED AS SHOWN
M12x1.75 THROUGH 3 OFF
EQUI SPACED AS SHOWN
n115
13
40,5
78
135
14015°
15°
15° R2
1x45°
1
MACHINING
Final machining to be carried out after welding is complete
Machined holes to be u.o.n
Machined surfaces to be u.o.n
3,2
3,2
62 f
7Ø5
8 f
7Ø
60 f
7Ø
NOTES:
1. SURFACE TREATMENT:
TO BE PAINTED ACCORDING TO SVV PROCESS CODE NO. 2, CLAUSE 85.3, SYSTEM NO. 1.
2. DO NOT PAINT
NOTE 2.NOTE 2.
NOTE 2.
1 : 2
A-A ( 1 : 1 )
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
10.03.2013
Rev.:
03
Date:
RedesignedPTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTBEARING RETAINER0373 GANG OG SYKKELBRO - SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
64,5 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00079
Sheet no.: 1 of 1
17.09.2011 P. Taraldrud P. Taraldrud
Sheet:
Rev. 03
64,5 kgS355NL.Hollow Bar ø280/ø110 x 71511MASSMATERIALDESCRIPTIONQTYPOS
AA
M16x2 - 6H 35 DEEP 2 OFF
EQUI SPACED AS SHOWN
235
+0,1
0,5
+=
=
77,5+ 00,2+
55
67,5
30°
140R- 0,20,1-
R5
R2
R2
1
MACHINING
Final machining to be carried out after welding is complete
Machined holes to be u.o.n
Machined surfaces to be u.o.n
3,2
3,2
NOTES
1. SURFACE TREATMENT:
TO BE PAINTED ACCORDING TO SVV PROCESS CODE NO. 2, CLAUSE 85.3, SYSTEM NO. 1.
2. FACES NOT TO BE PAINTED, APPLY PRIMER ONLY
NOTE 2
NOTE 2
50
15°
570
714
697
8
10
8
620
15°
280 h
7Ø
274
Ø 280 h
7Ø
71°
2x45°
1 : 2
1 : 2
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
10.03.2013
Rev.:
02
Date:
UpdatedPTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
MYKLEBUST ASBEARING PLATE0373 GANG OG SYKKELBRO - SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
16,5 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00080
Sheet no.: 1 of 1
17.09.2011 P. Taraldrud P. Taraldrud
Sheet:
Rev. 02
16,5 kgJM 3-15.Plate 15 x 190 x 69011MASSMATERIALDESCRIPTIONQTYPOS
1
2x45°
690
625
71°
190
15
2
2
2
1 : 2
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
10.03.2013
Rev.:
03
Date:
LengthenPTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTBEARING PLATE0373 GANG OG SYKKELBRO - SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
9,0 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00081
Sheet no.: 1 of 1
17.09.2011 P. Taraldrud P. Taraldrud
Sheet:
Rev. 03
9 kgJM 3-15.Plate 15 x 110 x 62011MASSMATERIALDESCRIPTIONQTYPOS
620
110
2x45° TYP
15
1
03
1 : 4
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
10.03.2013
04.01.2013
Rev.:
2
04
Date:
Tolerance Updated
RedesignedPTA
PTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTLOCK BOLT HOUSING0373 GANG OG SYKKELBRO - SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
255,8 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00082
Sheet no.: 1 of 2
17.09.2011 P. Taraldrud P. Taraldrud
Sheet:
Rev. 04
0,7 kgS355J2+NPipe Ø50/Ø45 x 1001823 kgS355NLPL. 20 Thk16
22,9 kgS355NLPL. 20 Thk154,4 kgS355NL.Hollow Bar ø120/ø62 x 67,5144,6 kgS355NL.Hollow Bar ø120/ø58 x 67,513
34,1 kgS355NL.Plate 30 x ø56012166,2 kgS355NL.Hollow Bar ø350/ø250 x 73711
MASSMATERIALDESCRIPTIONQTYPOS
890 691
65
-0,5
0,5
+=
=
1
2
5
3
4
5
6
2
1
GENERAL NOTE
- All dimensions are given without deduction for weld allowances for bevelling
or machining, u.o.n (unless otherwise noted).
- All sharp edges to be rounded by grinding to minimum __ mm radius
- Remove all weldslag, burrs and spatters.
WELDING
- All welds to be unless otherwise noted (u.o.n):
Open sections to be Where a ≥ [Min. plate thickness] x
Closed sections to be Where a ≥ [Min. plate thickness] x
- Equivalent weld: = u.o.n
- All welds to be double sided and continuous u.o.n
- Butt welded joints shall be of the full penetration type u.o.n
NDT
With regards to test method and minimum NDT extent, references
are made to SVV prosess code no. 2.
Category - All welds are u.o.n
Essential 3
Primary 2
Secondary 1
MACHINING
Final machining to be carried out after welding is complete
Machined holes to be u.o.n
Machined surfaces to be u.o.n
a
a
a
a
a
a
a a
a
2
0,5
1
Class 2
Class 2
3,2
3,2
NOTES:
1. SURFACE TREATMENT:
TO BE PAINTED ACCORDING TO SVV PROCESS CODE NO. 2, CLAUSE 85.3, SYSTEM NO. 1.
2. DO NOT PAINT
NOTE 2
NOTE 2
INSIDE MATING FACE - NO SURFACE THREATMENT.
GREASE TO BE USED DURING ASSEMBLY.
NOTE 3.
OUTSIDE MATING FACE - NO SURFACE THREATMENT.
GREASE TO BE USED DURING ASSEMBLY.
1 : 4
A-A ( 1 : 4 )
1 : 4
1 : 2
1 : 2
1 : 3
1 : 3
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
10.03.2013
04.01.2013
Rev.:
2
04
Date:
Tolerance Updated
RedesignedPTA
PTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTLOCK BOLT HOUSING0373 GANG OG SYKKELBRO - SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
255,8 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00082
Sheet no.: 2 of 2
17.09.2011 P. Taraldrud P. Taraldrud
Sheet:
Rev. 04
A A
15°
15°
188,5
577
736
280
Ø 346 h
7Ø340
Ø
350 h
7Ø
M16x2 - 6H 30 DEEP.
6 OFF EQUI. SPACED AS SHOWN
n310
1
30°
6 0°
n350
n 5 60
ø26 THROUGH 6 OFF
EQUI SPACED AS SHOWN
M24x3 THROUGH 6 OFF
EQUI SPACED AS SHOWN
2
67,5
n62 H7
n120
4
67,5
n58 H7
n120
3
M12x1.75 - 6H THROUGH 3 OFF
EQUI SPACED AS SHOWN
n85
R70
860
34
787
180
200
5
120
120
34
180
200
860
R70
n58 H7
6
4
n 28 0
15°
15°
20
109°
1,5 : 1
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
Rev.: Date:
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTRETAINER PLATE0373 GANG OG SYKKELBRO - SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
3,8 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00083
Sheet no.: 1 of 1
17.09.2011 P. Taraldrud P. Taraldrud
Sheet:
Rev. 02
3,8 kgS355NL.Plate 15 x ø35011MASSMATERIALDESCRIPTIONQTYPOS
67,5
R15
22, 5°
6 7, 5°
60°
R155
R120
ø18 4 OFF EQUI. SPACED AS SHOWN
ø18 2 OFF EQUI. SPACED AS SHOWN
215= =
R1751
NOTES:
1 SURFACE TREATMENT:
TO BE PAINTED HOT DIP GALVANIZING ACCORDING TO SVV PROCESS CODE NO. 2, CLAUSE 85.342, CLASS B
1 : 2,51 : 2,5
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
31.10.2012
22.09.2011
Rev.:
02
03
04
Date:
Updated
DRAWING NAME UPDATED
UpdatedPTA
PTA
PTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTHydr. Cylinder CM250 FCH Ø200/Ø140 x 3000373 GANG OG SYKKELBRO - SKANSENLØPETPURCHASED PART
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
223,5 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00125
Sheet no.: 1 of 1
17.09.2011 P. Taraldrud P. Taraldrud
Sheet:
Rev. 04
170 kgCM 250 FCH 200/140x300 HOUSING 1253,5 kgCM 250 FCH 200/140x300 ROD 11
MASSITEM NO / DRW NODESCRIPTIONQTYPOS
n135
140Ø
135
230Ø
R7
435
598
25
250
275
25
250
275
n26 THROUGH
n 23 0
NOTES:1.Hydraulic Cylinder requirements: - Cylinder manufacturer, Hydra tech or equvivalent. - CM 250 FCH Marine sylinder. - Rod Coating 100 µm Nickel / 50 µm Chrome - Special Rod Coating accept criteria: # No pitting penetrating the Nickel layer is accepted. # No pitting penetrating the chrome layer lager than 0.5 mm is accepted. # Ni/Cr coating process and quality to be documented. 2. Hydraulic cylinder cleanness to be NAS class 8 and to be documented. Medium to be hydraulic oil 3. Hydraulic cylinder to be pressre tested to 1.5 times maximun working pressure, Hoding time to be 2x5 min. No leakage accepted.
4.Hydaulic cylinder to be delivered with 3.1 certificate 5. Hydraulic cylinder design temperature -40 C to + 90 C 6. Carbon steel surface treatment: Corrosion class 3 (NS 5415) - To be sandblasted to Sa 2.5 (Standard SIS 055900) - Zinc Epoxy, 1x50 my - Epoxy polyamid, 1x125 my
- Polyuretan, 1x50 my - Total thickness: 225 my
2
4
1 : 2
A-A ( 1 : 2 )
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
10.03.2013
Rev.:
02
Date:
Thickness adjustedPTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
MYKLEBUST ASBRIDGE END SHIM 100 MM0373 GANG OG SYKKELBRO - SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
16,9 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00126
Sheet no.: 1 of 1
18.09.2011 P. Taraldrud P. Taraldrud
Sheet:
Rev. 02
A A
16,9 kgS355NL.Plate 30 x 250 x 32011MASSMATERIALDESCRIPTIONQTYPOS
50
55
60
190
195
200
250
60
260
319
26Ø
320Ø
10
30
2 x 45°
n55
1
MACHININGFinal machining to be carried out after welding is complete Machined holes to be u.o.n Machined surfaces to be u.o.n
6,3
6,3
NOTES:
1. ITEM TO BE HOT DIP GALVANIZED
2x45°
2
1 : 1
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
Rev.: Date:
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
MYKLEBUST ASNEOPRENE BUFFER 65 SHORE0373 GANG OG SYKKELBRO - SKANSENLØPETPURHASED PART
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 1
7,0 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00161
Sheet no.: 1 of 1
14.10.2011 P. Taraldrud P. Taraldrud
Sheet:
Rev. 02
1,8 kgNEOPREN 65 SHOREBUFFER 21 055 AN 65 SHORE11MASSMATERIALDESCRIPTIONQTYPOS
15
80
80
==
150
250= =
300
ø17
R5
1
NOTE 1
NOTES
1. SURFACE TREATMENT:
TO BE PAINTED ACCORDING TO SVV PROCESS CODE NO. 2, CLAUSE 85.3, SYSTEM NO. 1.
1 : 35
1 : 10
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
10.02.2013
31.10.2012
21.09.2012
Rev.:
01
02
04
Date:
Updated
Updated
Updated, added pos 10 - 21PTA
PTA
PTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTBRIDGE END FLANGE0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 35
N/A
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00170
Sheet no.: 1 of 4
12.07.2012 pål pål
Sheet:
Rev. 05
A
5,2 kgS355NL PL. 20 Thk.1213,3 kgS355NL PL. 20 Thk.2201,9 kgS355NL PL. 20 Thk.2191,9 kgS355NL PL. 20 Thk.2184,7 kgS355NL PL. 20 Thk.2174,7 kgS355NL PL. 20 Thk.2163,3 kgS355NL PL. 20 Thk.2155,5 kgS355NL PL. 20 Thk.2145,5 kgS355NL PL. 20 Thk.2134,6 kgS355NL PL. 20 Thk.212
5 kgS355NL PL. 20 Thk.21127,7 kgS355NL PL. 30 Thk.210
8,8 kgS355NL PL. 20 Thk.30921,3 kgS355NL PL. 30 Thk208
9,3 kgS355NL PL. 25 Thk40730,9 kgS355NL PL. 50 Thk.20643,9 kgS355NL PL. 50 Thk.10554,4 kgS355NL PL. 30 Thk.104
9,7 kgS355NL Pl 20 Thk,.203147,5 kgS355NL PIPE ø400/ø346202
2582,8 kgS355NL PL. 50 Thk.101MASSMATERIALLENGTHDESCRIPTIONQTYPOS
170
823
170
01
09
0706
07
04
GENERAL NOTE
- All dimensions are given without deduction for weld allowances for bevelling or machining, u.o.n (unless otherwise noted).- All sharp edges to be rounded by grinding to minimum __ mm radius- Remove all weldslag, burrs and spatters. WELDING- All welds to be unless otherwise noted (u.o.n):
Open sections to be Where a ≥ [Min. plate thickness] x Closed sections to be Where a ≥ [Min. plate thickness] x - Equivalent weld: = u.o.n - All welds to be double sided and continuous u.o.n - Butt welded joints shall be of the full penetration type u.o.n NDTWith regards to test method and minimum NDT extent, references
are made to purchase order and specification as issued by Heggset Engineering AS where current classification society for this project is defined. Category - All welds are u.o.n Essential E
Primary P Secondary S MACHINING Final machining to be carried out after welding is complete Machined holes to be u.o.n Machined surfaces to be u.o.n
a
a
a
a
a
a
a a
a
2
0,5
1
PRIMARY
p
3,2
3,5
0808
05
5
823
700
14
13
03
11
12
02
03
11
1202 14
21
13
508
220
440
660
788
1035
160
2535
220
4035
160
5
5
5
110
C-C ( 1 :25 )1 : 25
G-G ( 1 : 25 )
1 : 7,5
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
10.02.2013
31.10.2012
21.09.2012
Rev.:
01
02
04
Date:
Updated
Updated
Updated, added pos 10 - 21PTA
PTA
PTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTBRIDGE END FLANGE0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 35
N/A
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00170
Sheet no.: 2 of 4
12.07.2012 pål pål
Sheet:
Rev. 05
C C
D
G
G
H
3350 + 13+
Ø
3300 +13+
Ø
86,5
2676,5
2763
60
100
28822 16467
7793
3749
2618
2362
109°
04
01
05
08
17
20
16
15
18
19
02
10
5
3 4 0
02
10
r 0,5 A
A
1 9 0
1 : 10
1 : 5
1 : 7,5
1 : 5
1 : 51 : 5
E-E ( 1 : 10 )
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
10.02.2013
31.10.2012
21.09.2012
Rev.:
01
02
04
Date:
Updated
Updated
Updated, added pos 10 - 21PTA
PTA
PTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTBRIDGE END FLANGE0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 35
N/A
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00170
Sheet no.: 3 of 4
12.07.2012 pål pål
Sheet:
Rev. 05
E E
955 (THEORETICAL SHARP CORNER)
4515 (THEORETICAL SHARP CORNER)
5470 (THEORETICAL SHARP CORNER)
50
01
345
195
200
125
2003
340
170
680
30
04
55
195
250
60
260
320
50M24x3 THROUGH
06
90
220
40
07
250
50
340
50
09
20
R136,5
R136,5R136,5
R136,5
5249
5
700
700
3 1 2 0
4 0 0Ø 4 0 0
Ø
135
n50 -5 DEEP
REFRENCE POINT
REFRENCE POINT
1 7 1 8 , 7
1 4 0 1 , 3
5
5
5
5
5
71°
R200120
250
1 : 4 1 : 4 1 : 4 1 : 4 1 : 4
1 : 4 1 : 41 : 4 1 : 4
1 : 41 : 4
1 : 7,5 J-J ( 1 : 7,5 )
1 : 2
1 : 4L-L ( 1 : 4 )
1 : 7,5
1 : 7,5
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
10.02.2013
31.10.2012
21.09.2012
Rev.:
01
02
04
Date:
Updated
Updated
Updated, added pos 10 - 21PTA
PTA
PTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTBRIDGE END FLANGE0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 35
N/A
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00170
Sheet no.: 4 of 4
12.07.2012 pål pål
Sheet:
Rev. 05
J
J
K
L
L
R200
20152
192
115,25
1 09 °
80,25
20139
284
45,25 115,25
R200
2012
73°
73°
20
35
40
115,25
96,5
130,8R200
19
80,25
115,25
40
96,5
R200
20
130,8
18
73°
40
284
115,25
80,25
250
20
80°
17
R200
R200
20
80,25
115,25
40
284
73°
80°
16
R200
20
80,25
115,25
40
192
71°
15
50
137
20
126
340
21
45,25 115,25
200
382
73°
20
R200
14
45,25 115,25
200
73°
382
R200
20
80°
13
45,25 115,25
145
304
73°
339
20
R200
11
350+0,3
0,5
+Ø
540
700
346
Ø
71°
15°
02
400
Ø
107,5
220
332,5
440
37,5
150
262,5
340
ø26 THROUGH
50
45°
230
Ø180
Ø
05
170
340
80
400
45
80
30
08
n400
n560
ø26 - 6 OFF
30
10
n500
1 : 10
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
31.10.2012
27.09.2012
12.09.2012
Rev.:
01
02
03
Date:
Updated
Updated
UpdatedPTA
PTA
PTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTSLEW BEARING0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 10
N/A
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00177
Sheet no.: 1 of 1
11.07.2012 pål pål
Sheet:
Rev. 03
1340,6 kg ROTHE ERDE SLEW BEARING 192.32.2800.990.41.1502
11
MASSMATERIALLENGTHDESCRIPTIONQTYPOS
2759
2460
3018
2940
2480
2770
Ø39
Ø39
139172
181
A A
1
NOTES:
1. SLEW BEARING TO BE EQUVIVALENT TO ROTHE ERDE
DRAWING NO. 192.32.2800.990.41.1502
MODIFICATINS:
- GEAR MODULE TO BE M14.
- NUMBER OF BOLT HOLES AS STATED ON THIS DRAWING.
2. SURFACE TREATMENT:
TO BE PAINTED ACCORDING TO SVV PROCESS CODE NO. 2, CLAUSE 85.3, SYSTEM NO. 1.
3. DO NOT PAINT
172
181
n3018
NOTES 3
NOTES 3
SECTION A-A
SCALE 1:2,5
1 : 15
B-B ( 1 : 15 )
E-E ( 1 : 15 )
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
Rev.: Date:
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTCENTER SUPPORT UPPER HOUSING0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 15
N/A
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00178
Sheet no.: 1 of 3
11.07.2012 pål pål
Sheet:
Rev. 05
B B
194,3 kgS355NL PL. 150 Thk.285077,4 kgS355NL PL. 130 Thk17
2,2 kgS355NL PL. 15 Thk.36788,6 kgS355NL PL. 35 Thk.15
14 kgS355NL PL. 40 Thk.3145010,8 kgS355NL PL. 150 Thk.133021,5 kgS355NL PL. 150 Thk.126043,1 kgS355NL PL. 50 Thk.11MASSMATERIALLENGTHDESCRIPTIONQTYPOS
C
C
E E
2100
2750
3
4
1
2
7
5
6
4
31 OFF EQUI. SPACED AS SHOWN
3350n - 10+
3600Ø
3300Ø
60°3 6 °
7 2 °
126°
1 8 °
3 6 °
5
6
6
6
2
8
1310
8
1
GENERAL NOTE- All dimensions are given without deduction for weld allowances for bevelling
or machining, u.o.n (unless otherwise noted).- All sharp edges to be rounded by grinding to minimum __ mm radius- Remove all weldslag, burrs and spatters. WELDING- All welds to be unless otherwise noted (u.o.n): Open sections to be Where a ≥ [Min. plate thickness] x Closed sections to be Where a ≥ [Min. plate thickness] x - Equivalent weld: = u.o.n - All welds to be double sided and continuous u.o.n - Butt welded joints shall be of the full penetration type u.o.n NDTWith regards to test method and minimum NDT extent, referencesare made to SVV prosess code no. 2.
Category - All welds are u.o.n Essential 3 Primary 2
Secondary 1 MACHINING Final machining to be carried out after welding is complete Machined holes to be u.o.n
Machined surfaces to be u.o.n
a
a
a
a
a
a
a a
a
2
0,5
1
Class 2
Class 2
6,3
6,3
NOTES:
1. SURFACE TREATMENT:
TO BE PAINTED ACCORDING TO SVV PROCESS CODE NO. 2, CLAUSE 85.3, SYSTEM NO. 1.
2. DO NOT PAINT, APPLY PRIMER ONLY
NOTE 2, SUPPORT FACE FOR SLEWGEAR
C-C ( 1 : 15 ) 1 : 15
D-D ( 1 : 5 )
1 : 15
1 : 4
1 : 10
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
Rev.: Date:
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTCENTER SUPPORT UPPER HOUSING0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 15
N/A
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00178
Sheet no.: 2 of 3
11.07.2012 pål pål
Sheet:
Rev. 05
D D
95
40
40
10
10
3
1
4
2
7
5
c 0,2
f 0,2 A
A
c 0,2
3300 - 10+
1316
6
c 0,2
f 0,2 A
n 29 40
n 3 3 00
Ø39 THROUGH 72 OFF EQUI. SPACED
150
60
150
2
205
1405
700
2 OFF CUT OUTSPACED AS SHOWN
1950
1 103
261
205
86
4
n2729
n 28 29
n2729
n 27 59
30°
700
FULL PEN
8
700
600
1200
1100
R200
R150
150
8
NOTE 2
1 : 15
1 : 15
DETAIL G1 : 4 H-H ( 1 : 4 )
1 : 4
1 : 15
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
Rev.: Date:
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTCENTER SUPPORT UPPER HOUSING0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 15
N/A
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00178
Sheet no.: 3 of 3
11.07.2012 pål pål
Sheet:
Rev. 05
G
H
H
Ø39 THROUGH - 62 OFF EQUI. SPACED AS SHOWN
150
n2729
n 3 60 0
n 35 00
3
5 OFF HOLE PATTERN EQUI. SPACED AS SHOWN
n 3 9 0, 5
M20x2.5 THROUGH 24 OFF EQUI. SPACED AS SHOWN
5
Ø22 THROUGH 3 OFF EQUI. SPACED A SHOWN
3 , 5 °R1322,5
R1280R1364,5
n3040
n3280
10x45°500
7
6
10°
n2729
n 1 7 5 0
n 2 24 0
2 80
n
- 00 ,5
+
1 8 ° 5 4 °
18°
54°
35
1 8 °Rev 5, Extra Holepattern for Slew gear added
1 :1
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
Rev.: Date:
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTSTUDBOLT0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 :1
4,1 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00180
Sheet no.: 1 of 1
22.07.2012 pål pål
Sheet:
Rev. 01
4,1 kgBOLT STEEL QUALITY 10.9 Bar Ø36 x 53011MASSMATERIALLENGTHDESCRIPTIONQTYPOS
145 145
530
35
Ø
M36M36
2x45° 2x45°
1
2 : 1
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
Rev.: Date:
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTNUT0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
2 : 1
0,8 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00181
Sheet no.: 1 of 1
22.07.2012 pål pål
Sheet:
Rev. 01
0,8 kgNUT STEEL 10 HDG Bar Ø65 x 7011MASSMATERIALLENGTHDESCRIPTIONQTYPOS
1
70
30
55
2x45°
4 : 1
2 : 1
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
Rev.: Date:
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTWASHER0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
4 : 1
0,2 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00182
Sheet no.: 1 of 1
22.07.2012 pål pål
Sheet:
Rev. 01
0,2 kgSTEEL 10.9 HV300 HDG PL. 10 x ø7011MASSMATERIALLENGTHDESCRIPTIONQTYPOS
n70
n39
10
1
1 : 1
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
Rev.: Date:
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTSTUDBOLT0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 1
3,6 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00184
Sheet no.: 1 of 1
22.07.2012 pål pål
Sheet:
Rev. 01
3,6 kgBOLTSTEEL QUALITY 10.9 Bar Ø36 x 47011MASSMATERIALLENGTHDESCRIPTIONQTYPOS
100100
470
35
Ø
M36
M36
2x45°2x45°
1
1 : 15
1:25
A-A ( 1 : 15 )
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
10.03.2013
26.01.2013
Rev.:
04
05
Date:
Revised, Added pos 6
Added pos 4 & 5, moved pos 2
PTA
PTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTBRIDGE WING MATING FACE0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 15
4104,7 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00191
Sheet no.: 1 of 2
22.07.2012 pål pål
Sheet:
Rev. 05
1,3 kgS355NL .Plate 10 x 110 x 1503631,4 kgS355NL .Plate 50 x 320 x 25065
5,5 kgS355NL .Plate 20 x 110 x 320644,2 kgS355NL PL. 20 x 165 x 22043
30,6 kgS355NL PL. 30 x 220 x 600122664,3 kgS355NL PL. 50 x 1523 x547011MASSMATERIALLENGTHDESCRIPTIONQTYPOS
A A
410
410
3575
255
375
555
640
1
2
4
5
5
4
4
5
5
2
1
2
1 5 4
5
GENERAL NOTE- All dimensions are given without deduction for weld allowances for bevelling or machining, u.o.n (unless otherwise noted).- All sharp edges to be rounded by grinding to minimum __ mm radius- Remove all weldslag, burrs and spatters. WELDING- All welds to be unless otherwise noted (u.o.n): Open sections to be Where a ≥ [Min. plate thickness] x Closed sections to be Where a ≥ [Min. plate thickness] x - Equivalent weld: = u.o.n - All welds to be double sided and continuous u.o.n
- Butt welded joints shall be of the full penetration type u.o.n NDTWith regards to test method and minimum NDT extent, referencesare made to SVV prosess code no. 2.
Category - All welds are u.o.n Essential 3 Primary 2 Secondary 1
MACHINING Final machining to be carried out after welding is complete Machined holes to be u.o.n Machined surfaces to be u.o.n
a
a
a
a
a
a
a a
a
2
0,5
1
Class 2
Class 2
6,3
6,3
SURFACE TREATMENT:
TO BE PAINTED ACCORDING TO SVV PROCESS CODE NO. 2, CLAUSE 85.3, SYSTEM NO. 1.
5
5
5
5
5
5
5
298 95
220
3
6
2438
3938
65
410
761,5
763
220
84
220
2 1 85
1
5
1 :15
1 : 4
1 : 2
1 : 4
1 : 2
B-B ( 1 :15 )
1 : 4
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
10.03.2013
26.01.2013
Rev.:
04
05
Date:
Revised, Added pos 6
Added pos 4 & 5, moved pos 2
PTA
PTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTBRIDGE WING MATING FACE0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 15
4104,7 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00191
Sheet no.: 2 of 2
22.07.2012 pål pål
Sheet:
Rev. 05
B B
C
5470
947
4249
763
1523
3559 (THEORETICAL SHARP CORNER) 955
R136,5
R136,5
50
1
25
275
325
575
600
220
R10R10Ø17 - 12 OFF
30
2
220
30
80
165
20
3
250
320
50
5
110
320 20
4
THEORETICAL SHARP CORNER
5
5
637
1105249
71°
2 2 0
5
1 :2,5
A-A ( 1 :2,5 )
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
12.03.2013
Rev.:
04
Date:
Added motor suggestionPTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTSLEWGEAR0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 :2,5
271,8 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00194
Sheet no.: 1 of 1
22.07.2012 P. Taraldrud pål
Sheet:
Rev. 04
A
A
2,8 kgS355J2G3 11MASSMATERIALLENGTHDESCRIPTIONQTYPOS
248
978
n430
1 5 °
n22 - 24 OFF, EQUI SPACED AS SHOWN
n390,7
n430
280
Ø
1
NOTES:
- POS 1. SLEWGEAR TYPE BREVINI TYPE. RPR3250FAe/9013286/206/FL250.4C OR EQUIVALENT.
- PINION m=16/z=14
- MOTOR TYPE AXIAL. 55 cm3/rev.4
1 : 15
1 :15
G-G ( 1 : 15 )
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
26.01.2013
Rev.:
04
Date:
UpdatedPTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTPEDESTAL0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 15
N/A
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00201
Sheet no.: 1 of 2
12.07.2012 pål pål
Sheet:
Rev. 04
3503,7 kgS355NL PL. 100 Thk.131381 kgS355NL Pl. 50 Thk.12
1234,7 kgS355NL PL. 150 Thk.11MASSMATERIALLENGTHDESCRIPTIONQTYPOS
G
G
1
2
3
1
2
3
1
n3250
3
2
GENERAL NOTE- All dimensions are given without deduction for weld allowances for bevelling or machining, u.o.n (unless otherwise noted).- All sharp edges to be rounded by grinding to minimum __ mm radius- Remove all weldslag, burrs and spatters.
WELDING- All welds to be unless otherwise noted (u.o.n): Open sections to be Where a ≥ [Min. plate thickness] x Closed sections to be Where a ≥ [Min. plate thickness] x - Equivalent weld: = u.o.n - All welds to be double sided and continuous u.o.n - Butt welded joints shall be of the full penetration type u.o.n
NDTWith regards to test method and minimum NDT extent, referencesare made to SVV prosess code no. 2. Category - All welds are u.o.n Essential 3 Primary 2 Secondary 1
MACHINING Final machining to be carried out after welding is complete Machined holes to be u.o.n Machined surfaces to be u.o.n
a
a
a
a
a
a
a a
a
2
0,5
1
Class 2
Class 2
6,3
6,3
NOTES:
1. SURFACE TREATMENT:
TO BE PAINTED ACCORDING TO SVV PROCESS CODE NO. 2, CLAUSE 85.3, SYSTEM NO. 1.
2. DO NOT PAINT APPLY PRIMER ONLY
NOTE 2
1 : 15C-C ( 1 : 15 )
1 : 4
1 : 15
1 : 20
1 :15
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
26.01.2013
Rev.:
04
Date:
UpdatedPTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTPEDESTAL0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 15
N/A
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00201
Sheet no.: 2 of 2
12.07.2012 pål pål
Sheet:
Rev. 04
C C
D
2850Ø
2770Ø
100
150
Ø39 - 72 OFF EQUI. SPACED AS SHOWN
1
n 2 75 0
100
3
n2645
2
n2 750
n2850
n3250
ø35 - 44 OFF EQUI. SPACED AS SHOWN
n 36 00
R1875
880
R10
1
1: 10
1:15
1:10
1:10
1 : 2,5
1 : 2,5
1 : 2,5
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
Rev.: Date:
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
ICON0426LADDERDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1: 10
116,2 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00205
Sheet no.: 1 of 1
04.10.2012 P. Taraldrud pål
Sheet:
Rev. 01
29,9 kgS355NL L. Steel 50 x 75 x 7 x 46701429,9 kgS355NL L. Steel 50 x 75 x 7 x 467012
3,1 kgS355NL PL. 640 x 25 x 25181MASSMATERIALLENGTHDESCRIPTIONQTYPOS
A
B
21
4
4670
600
75
75260
18 OFF EQUI. SPACED AS SHOWN4420
4670
4
175260
4420
4670
18 OFF EQUI. SPACED AS SHOWN
2
640
25
25
1
25
25
25
25
43
43
GENERAL NOTE
- All dimensions are given without deduction for weld allowances for bevelling
or machining, u.o.n (unless otherwise noted).
- All sharp edges to be rounded by grinding to minimum __ mm radius
- Remove all weldslag, burrs and spatters.
WELDING
- All welds to be unless otherwise noted (u.o.n):
Open sections to be Where a ≥ [Min. plate thickness] x
Closed sections to be Where a ≥ [Min. plate thickness] x
- Equivalent weld: = u.o.n
- All welds to be double sided and continuous u.o.n
- Butt welded joints shall be of the full penetration type u.o.n
NDT
With regards to test method and minimum NDT extent, references
are made to SVV prosess code no. 2.
Category - All welds are u.o.n
Essential 3
Primary 2
Secondary 1
MACHINING
Final machining to be carried out after welding is complete
Machined holes to be u.o.n
Machined surfaces to be u.o.n
a
a
a
a
a
a
a a
a
2
0,5
1
Class 1
Class 1
6,3
6,3
SURFACE TREATMENT:
TO BE PAINTED HOT DIP GALVANIZING ACCORDING TO SVV PROCESS CODE NO. 2, CLAUSE 85.342, CLASS B
1:15
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
31.10.2012
10.10.2012
Rev.:
01
02
Date:
Updated
Updated
PTA
PTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTROTATING PLATFORM0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1:15
N/A
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00208
Sheet no.: 1 of 2
04.10.2012 pål pål
Sheet:
Rev. 02
27 kgS355NL PL. 50 x ø220017213,1 kgS355NL PL. 8 Thk16
3,1 kgS355NL PL. 15 x 218 x 160156,5 kgS355NL L. Steel 100 x 50 x 8 x 725140,4 kgS355NL PL. 10 x 60 x 10043
167,1 kgS355NL PL. 15 x ø22001222,4 kgS355NL L. Steel 100 x 50 x 8 x 250041
MASSMATERIALLENGTHDESCRIPTIONQTYPOS
5
6 2
33
33
3
2510
1240,653
6
1
3
2
7
65
2
3
6
1
72
5
1
3
NOTES:
1. Surface threatment:
To be painted Hot dip galvanizing according to SVV prosess code No. 2, Clause 85.342, Class B
2
GENERAL NOTE
- All dimensions are given without deduction for weld allowances for bevelling
or machining, u.o.n (unless otherwise noted).
- All sharp edges to be rounded by grinding to minimum __ mm radius
- Remove all weldslag, burrs and spatters.
WELDING
- All welds to be unless otherwise noted (u.o.n):
Open sections to be Where a ≥ [Min. plate thickness] x
Closed sections to be Where a ≥ [Min. plate thickness] x
- Equivalent weld: = u.o.n
- All welds to be double sided and continuous u.o.n
- Butt welded joints shall be of the full penetration type u.o.n
NDT
With regards to test method and minimum NDT extent, references
are made to SVV prosess code no. 2.
Category - All welds are u.o.n
Essential 3
Primary 2
Secondary 1
MACHINING
Final machining to be carried out after welding is complete
Machined holes to be u.o.n
Machined surfaces to be u.o.n
a
a
a
a
a
a
a a
a
2
0,5
1
Class 1
Class 1
6,3
6,3
8 0 °
1:101:10 1 : 2
1 : 4
1 : 2
1:10
1 : 15
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
31.10.2012
10.10.2012
Rev.:
01
02
Date:
Updated
Updated
PTA
PTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTROTATING PLATFORM0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1:15
N/A
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00208
Sheet no.: 2 of 2
04.10.2012 pål pål
Sheet:
Rev. 02
15
2
2500
1
2
35
75
25
60
ø18
10
3
725
4
45°
R80
n80
138
160
ø18
R5
5
38°
90°
1315
66
R1159
R1151
50
n 22 00
n2180
7
100
100 100
250
R950
R1100
1 : 4
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
Rev.: Date:
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTUMBUILLICAL PROTECTICE HOSE0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 4
43,9 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00209
Sheet no.: 1 of 1
09.10.2012 pål pål
Sheet:
Rev. 01
19,1 kg 3'' HOSE SUPERFLEX - GKL11MASSMATERIALLENGTHDESCRIPTIONQTYPOS
1
NOTES:
1. HOSE LENGTH TO BE APPROX. 8 METER
1 : 1
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
Rev.: Date:
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTUMBILLICAL HOSE ADAPTER0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 1
4,7 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00210
Sheet no.: 1 of 1
08.10.2012 pål pål
Sheet:
Rev. 01
4,7 kgS355NL 11MASSMATERIALLENGTHDESCRIPTIONQTYPOS
n1 60 ,2
M16x2 EQUI. SPACED AS SHOWN
n 12 0
n60,2
15
40
100
125
185
210
230
245n76,2
72,2
Ø
n160,2
1
NOTES:
1. SURFACE TREATMENT:
TO BE PAINTED HOT DIP GALVANIZING ACCORDING TO SVV PROCESS CODE NO. 2, CLAUSE 85.342, CLASS B
R10 EDGE TO BE ROUNDED
1 : 7,5
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
31.10.2012
10.10.2012
Rev.:
01
02
Date:
Updated
Updated
PTA
PTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTUBILLICAL SUPPORT0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 7,5
145,9 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00211
Sheet no.: 1 of 2
08.10.2012 pål pål
Sheet:
Rev. 02
3,1 kgS355NL PL. 15 x 460 x 80673,6 kgS355NL PL. 15 x 200 x 160368,7 kgS355NL PL. 15 x 460 x 1603570 kgS355NL PL. 614
6,1 kgS355NL PL. 15 x 470 x 180133,6 kgS355NL PL. 15 x 200 x 16012
10,8 kgS355NL PL. 15 x 630 x 16011MASSMATERIALLENGTHDESCRIPTIONQTYPOS
3
1
4
6
7
30°
60°
20°
50°
1229 T
YP
NOTES:
1. SURFACE TREATMENT:
TO BE PAINTED ACCORDING TO SVV PROCESS CODE NO. 2, CLAUSE 85.3, SYSTEM NO. 1.
1149 T
YP
6
5
77
3
2
1219
45
195
GENERAL NOTE
- All dimensions are given without deduction for weld allowances for bevelling
or machining, u.o.n (unless otherwise noted).
- All sharp edges to be rounded by grinding to minimum __ mm radius
- Remove all weldslag, burrs and spatters.
WELDING
- All welds to be unless otherwise noted (u.o.n):
Open sections to be Where a ≥ [Min. plate thickness] x
Closed sections to be Where a ≥ [Min. plate thickness] x
- Equivalent weld: = u.o.n
- All welds to be double sided and continuous u.o.n
- Butt welded joints shall be of the full penetration type u.o.n
NDT
With regards to test method and minimum NDT extent, references
are made to SVV prosess code no. 2.
Category - All welds are u.o.n
Essential 3
Primary 2
Secondary 1
MACHINING
Final machining to be carried out after welding is complete
Machined holes to be u.o.n
Machined surfaces to be u.o.n
a
a
a
a
a
a
a a
a
2
0,5
1
Class 2
Class 2
6,3
6,3
1 :5
1 :5 1 :5
1 :7,5
1 : 2
1 : 2
1 : 4
1 : 2,5
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
31.10.2012
10.10.2012
Rev.:
01
02
Date:
Updated
Updated
PTA
PTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTUBILLICAL SUPPORT0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 7,5
145,9 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00211
Sheet no.: 2 of 2
08.10.2012 pål pål
Sheet:
Rev. 02
B
n120
4 5 °
ø18R80
550
160 15
R5 EDGE TO BE ROUNDED
1
35
125
160
30
150200
ø18
15
2
180
30
470
30
15
3
R50R50
113
187
R1545
°
113
187
R15
1
80
30
460
30
15
7
160
460
15
5
35
125
160
30
170200
6 ø18
15
1 : 7,5
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
31.10.2012
05.09.2012
Rev.:
01
02
Date:
Updated
Updated
PTA
PTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTGRATING0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 7,5
167,4 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00212
Sheet no.: 1 of 1
04.10.2012 pål pål
Sheet:
Rev. 02
167,4 kgPolyester and Chopped Strand Mat Laminate 30%
E-glass
PL. 38 x ø2170 POLYESTER GRATING11
MASSMATERIALLENGTHDESCRIPTIONQTYPOS
n2170
38
1
350
1 : 4
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
Rev.: Date:
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTGRATING0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 4
29,3 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00219
Sheet no.: 1 of 1
31.10.2012 pål pål
Sheet:
Rev. 01
29,3 kgPolyester and Chopped Strand Mat Laminate 30%
E-glass
PL. 38 x ø217011
MASSMATERIALLENGTHDESCRIPTIONQTYPOS
R1085
350
1
1 : 1
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
Rev.: Date:
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTSHIM0373 GANG OG SYKKELBRO – SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 1
8,5 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00225
Sheet no.: 1 of 1
26.01.2013 pål pål
Sheet:
Rev. 01
8,5 kgS355NL .Plate 25 x 150 x 30011MASSMATERIALLENGTHDESCRIPTIONQTYPOS
35
115
150
25
275
300
R5 TYP.
ø17 THROUGH
R8,5
25
1
NOTES:
1. TO BE HOT DIP GAVANIZED.
MACHINING
Final machining to be carried out after welding is complete
Machined holes to be u.o.n
Machined surfaces to be u.o.n
6,3
6,3
1 : 2
B-B ( 1 : 1 )
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
Rev.: Date:
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTBEARING RETAINER0373 GANG OG SYKKELBRO - SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
64.5 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00231
Sheet no.: 1 of 1
17.09.2011 P. Taraldrud P. Taraldrud
Sheet:
Rev. 02
64,5 kgS355NL.Hollow Bar ø280/ø110 x 71511MASSMATERIALDESCRIPTIONQTYPOS
B
B
M16x2 - 6H 35 DEEP 2 OFF
EQUI SPACED AS SHOWN
235
+0,1
0,5
+=
=
77,5+ 00,2+
55
67,5
30°
140R - 0,20,1-
R5
R2
R2
1
MACHINING
Final machining to be carried out after welding is complete
Machined holes to be u.o.n
Machined surfaces to be u.o.n
3,2
3,2
NOTES
1. SURFACE TREATMENT:
TO BE PAINTED ACCORDING TO SVV PROCESS CODE NO. 2, CLAUSE 85.3, SYSTEM NO. 1.
2. FACES NOT TO BE PAINTED, APPLY PRIMER ONLY
NOTE 2
NOTE 2
280 h
7Ø
274
Ø
280 h
7
15°
15°
50
570
714
620
697
8
10
71°
2x45°
8
1 : 2
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
Rev.: Date:
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTBEARING PLATE0373 GANG OG SYKKELBRO - SKANSENLØPETDETAIL DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
10,1 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-00232
Sheet no.: 1 of 1
17.09.2011 P. Taraldrud P. Taraldrud
Sheet:
Rev. 02
10,1 kgJM 3-15.Plate 15 x 110 x 69711MASSMATERIALDESCRIPTIONQTYPOS
697
110
2x45° TYP
15
1
2x45°
1 : 5
A-A ( 1 : 5 )B-B ( 1 : 5 )
1 : 5 LOCKING DOG EXTENDED
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
10.03.2013
Rev.:
04
Date:
Assembly redesignedPTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTLOCKING DOG ASSY0373 GANG OG SYKKELBRO - SKANSENLØPETASSEMBLY DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
682,1 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-A0013
Sheet no.: 1 of 1
19.09.2011 P. Taraldrud P. Taraldrud
Sheet:
Rev. 04
A A
B B
0,5 kgDIN 931-1 - M24 x 100 8.8. HDGHex-Head Bolt6240,1 kgDIN 934 - M24Hex Nut623
10,1 kg0373-00232BEARING PLATE12264,4 kg0373-00231BEARING RETAINER121
0,1 kgDIN 933 - M12 x 40 8.8 HDGHex-Head Bolt6200 kgDIN 125 - A 13 HV200 HDGWasher7190 kgDIN 125 - A 25 HV200 HDGWasher1217
0,1 kgDIN 933 - M16 x 45 8.8 HDGHex-Head Bolt12160 kgDIN 125 - A 17 HV200 HDGWasher HDG1211
255,8 kg0373-00082DETAIL DRAWING199 kg0373-00081BEARING PLATE18
16,5 kg0373-00080BEARING PLATE2764,4 kg0373-00079BEARING RETAINER16
3,8 kg0373-00078CYLINDER PIN15172 kg0373-00077LOCKING DOG146,4 kg0373-00062CYLINDER PIN133,8 kg0373-00083RETAINER PLATE22
49,9 kg0373-00059HYDR. CYLINDER CM 250 140/80-14011MASSITEM NO / DRW NODESCRIPTIONQTYPOS
NOTES:
1.Hydraulic Cylinder requirements: - Marine sylinder. - Rod Coating 100 µm Nickel / 50 µm Chrome - Special Rod Coating accept criteria: # No pitting penetrating the Nickel layer is accepted. # No pitting penetrating the chrome layer lager than 0.5 mm is accepted. # Ni/Cr coating process and quality to be documented. 2. Hydraulic cylinder cleanness to be NAS 8 and to be documented. Medium to be hydraulic oil 3. Hydraulic cylinder to be pressre tested to 1.5 times maximun working pressure, Holding time to be 2x15 min. No leakage accepted. 4.Hydaulic cylinder to be delivered with 3.1 certificate 5. Hydraulic cylinder design temperature -40 C to + 90 C
960
9
1 9
3
5
9
1
3
7
6
4
9 7
6
69
560
Ø
2019
24 23 23
691
4
4
9
4
1651
LOCKING DOG RETRACTED
1 0 8
1 : 2,5
RETRACTED
1 : 2,5
EXTENDED
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
Rev.: Date:
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTLIFTING CYLINDER ASSY0373 GANG OG SYKKELBRO - SKANSENLØPETASSEMBLY DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
226,9 kg
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-A0017
Sheet no.: 1 of 1
19.09.2011 P. Taraldrud P. Taraldrud
Sheet:
Rev. 02
0,7 kgDIN 931-1 - M24 x 150Hex-Head Bolt 8.8 HDG440,1 kgDIN 934 - M24Hex Nut GRADE 8 HDG43
0 kgDIN 125 - A 25Washer HDG82223,5 kg0373-00125Hydratec CM250 FCH Ø200/Ø140 x 20011
MASSITEM NO / DRW NODESCRIPTIONQTYPOS
275
275
135
435
1
n135
140Ø
1 : 20
A-A ( 1 : 20 )
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
31.10.2012
30.09.2011
15.09.2011
Rev.:
01
02
03
Date:
Updated
Updated
UpdatedPTA
PTA
PTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTBRIDGE CENTERHUB0373 GANG OG SYKKELBRO – SKANSENLØPETASSEMBLY DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 20
N/A
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-A0022
Sheet no.: 1 of 1
22.07.2012 pål pål
Sheet:
Rev. 03
A
A
119,7 kg ELECTRO CABINET - FOR INFO ONLY216144,6 kg ELECTRO CABINET - FOR INFO ONLY215705,2 kg 0373-A0030REVOLVING PLATFORM114116,2 kg 0373-00205LADDER113383,4 kg 0373-A0029HYDRAULIKK AGGREGAT 2x18.5 kW TYPICAL212
0,2 kg DIN 912 - M20 x 60Cylinder Head Cap Screw 8.8 HDG120110 kg DIN 125 - A 21Washer HV200 HDG12010
3,6 kg 0373-00184STUDBOLT629199,8 kg 0373-A0034SERVICE UMBILLICAL SYSTEM18271,8 kg 0373-00194BREVINI SLEWGEAR
RPR3250FAe/9013286/206/FL250.4C57
0,8 kg 0373-00181NUT41260,2 kg 0373-00182WASHER41254,1 kg 0373-00180STUDBOLT1444
20795,8 kg 0373-00178CENTER SUPPORT UPPER HOUSING132542,1 kg 0373-00177SLEW BEARING12
10,5 kg JUNCTION BOX - FOR INFO ONLY21MASSHEAS SUPPLYDRW. NO. / ITEM NO.DESCRIPTIONQTYPOS
3
2
4 6 5
4 6 5
3
9 6 5
5391
n3600
7
12
14
13
8
8
1
8
1
1
16
14
16
1 : 25
1 : 25
1 : 5
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
31.10.2012
28.09.2012
06.09.2012
Rev.:
01
02
03
Date:
Updated
Updated
UpdatedPTA
PTA
PTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTBRIDGE FOUNDATION0373 GANG OG SYKKELBRO – SKANSENLØPETASSEMBLY DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 25
N/A
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-A0023
Sheet no.: 1 of 1
22.07.2012 pål pål
Sheet:
Rev. 03
0,3 kgFOR INFO ONLYDIN 934 - M33Hex Nut8851,1 kgFOR INFO ONLYK21-204 WASHER4445,4 kgFOR INFO ONLYK21-204 BOLT443
0 kgFOR INFO ONLY0373-00203CONCREATE FOUNDATION125910,3 kg 0373-00201PEDESTAL11MASSHEAS SUPPLYDRW. NO. / ITEM NO.DESCRIPTIONQTYPOS
B
650
n3600
1
2
345
1 :75
1 :15
B-B ( 1 :10 )
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
10.03.2013
Rev.:
02
Date:
Updated, one lifting cyl. angled lock assy.PTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTBRIDGE FRAMEWORK0373 GANG OG SYKKELBRO – SKANSENLØPETASSEMBLY DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 :75
N/A
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-A0024
Sheet no.: 1 of 1
19.07.2012 pål pål
Sheet:
Rev. 02
A
0 kg DIN 125 - A 25 HDGWasher870,3 kg DIN 6912 - M24 x 60 8.8 HDGCylinder Head Cap Screw86
16,9 kg 0373-00126BRIDGE END SHIM 100 MM25226,9 kg 0373-A0017LIFTING CYLINDER ASSY12682,1 kg 0373-A0013LOCKING DOG ASSY21MASSHEAS SUPPLYDRW. NO. / ITEM NO.DESCRIPTIONQTYPOS
B B
2
1
25
6
67
5
2
1 : 20
1 : 5
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
10.03.2013
Rev.:
03
Date:
Number of parts revisedPTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTBRIDGE END FOUNDATION0373 GANG OG SYKKELBRO – SKANSENLØPETASSEMBLY DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 20
N/A
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-A0026
Sheet no.: 1 of 1
19.07.2012 pål pål
Sheet:
Rev. 03
A
8,5 kg 0373-00225SHIM467 kg 0373-00161NEOPRENE BUFFER 65 SHORE250 kg DIN 934 - M16Hex Nut 8 HDG840 kg DIN 125 - A 17Washer HV 200 HDG163
0,2 kg DIN 931-1 - M16 x 130Hex-Head Bolt824104,7 kg 0373-00191BRIDGE WING MATING FACE11MASSHEAS SUPPLYDRW. NO. / ITEM NO.DESCRIPTIONQTYPOS
1
1
3
5
24366
1: 51
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
31.10.2012
20.09.2012
Rev.:
01
02
Date:
Updated
Updated
PTA
PTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTHYDRAULIKK AGGREGAT 2x18.5 kW TYPICAL0373 GANG OG SYKKELBRO – SKANSENLØPETASSEMBLY DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1: 5
N/A
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-A0029
Sheet no.: 1 of 1
04.10.2012 pål pål
Sheet:
Rev. 02
383,4 kg HYDRAULIKK AGGREGAT 1x18.5 kW TYPICAL11MASSHEAS SUPPLYDRW. NO. / ITEM NO.DESCRIPTIONQTYPOS
1 1
1317
7301000
NOTES:
1. FOR INFORMATION ONLY, DRAWING ILLUSTRATING A TYPICAL HPU WITH 1 OFF MOTOR
THE ACTUAL HPU SUGGESTED ARE DESSED WITH 2 OFF MOTORS OF 18.5 kW EACH.
1 : 10
1 : 15
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
31.10.2012
12.09.2012
Rev.:
01
02
Date:
Updated
Updated
PTA
PTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTREVOLVING PLATFORM0373 GANG OG SYKKELBRO – SKANSENLØPETASSEMBLY DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 10
N/A
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-A0030
Sheet no.: 1 of 1
04.10.2012 pål pål
Sheet:
Rev. 02
29,3 kg 0373-002190373-00219150 kg DIN 125 - A 17Washer HDG44
0,1 kg DIN 933 - M16 x 40Hex-Head Bolt 8.8 HDG 43167,4 kg 0373-00212GRATING12508,1 kg 0373-00208ROTATING PLATFORM11
MASSHEAS SUPPLYDRW. NO. / ITEM NO.DESCRIPTIONQTYPOS
2510
34
1
1
2
34
2418
5
1 : 10
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
Rev.: Date:
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTSERVICE UMBILLICAL SYSTEM0373 GANG OG SYKKELBRO – SKANSENLØPETASSEMBLY DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 10
N/A
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-A0034
Sheet no.: 1 of 1
08.10.2012 pål pål
Sheet:
Rev. 01
0,1 kg DIN 933 - M16 x 40Hex-Head Bolt450 kg DIN 125 - A 17Washer44
145,9 kg 0373-00211UBILLICAL SUPPORT1343,9 kg 0373-00209UMBUILLICAL PROTECTICE HOSE12
4,7 kg 0373-00210UMBILLICAL HOSE ADAPTER21MASSHEAS SUPPLYDRW. NO. / ITEM NO.DESCRIPTIONQTYPOS
2
1
3
5 4
2
1
3
5 4
1881
R1344
1 : 75
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Date : Designed by:
10.03.2013
Rev.:
02
Date:
UpdatedPTA
Sign.:
Calculation:
Tolerances not noted to be acc. to: Welding not noted to be acc. to:ISO 13920-AE EN 287-1/2ISO 2768-mK-E EN 288-1/2/3/4
NORCONSULTMAIN ASSEMBLY0373 GANG OG SYKKELBRO – SKANSENLØPETASSEMBLY DRAWING
Reference:
Change: Drawn by : Checked by: Proj. met.:
Total mass:
1 : 75
N/A
Scale:
A1
Format: Dalegata 137N-6518 Kristiansund N Phone: (+47) 71 57 04 30Fax: (+47) 71 57 04 39E-mail: [email protected]
HeggsetEngineering as
Maskinteknikk
0373-A9000
Sheet no.: 1 of 1
19.07.2012 pål pål
Sheet:
Rev. 02
4155 kg 0373-A0026BRIDGE WING END FOUNDATION14 0373-A0024BRIDGE FRAMEWORK13 0373-A0023BRIDGE FOUNDATION12
28265,9 kg 0373-A0022BRIDGE CENTERHUB11MASSHEAS SUPPLYDRW. NO. / ITEM NO.DESCRIPTIONQTYPOS
33
4
1
4
3
2
2