Appendix to report:
SBJ-33-C5-OON-22-RE-100 K12 SUMMARY REPORT
Appendix title:
APPENDIX A – TECHNICAL DRAWINGS
Contract no: 18/91094 Project number: 5187772/12777
Document number: SBJ-33-C5-OON-22-RE-100 App. A
Date: 22.08.2019
Revision: 0
Number of pages: 75
Prepared by: Anette Fjeld
Controlled by: -
Approved by: Kolbjørn Høyland
APPENDIX A – TECHNICAL DRAWINGS SBJ-33-C5-OON-22-RE-100, rev. 0
DRAWINGS LIST
Doc. No. Rev Title Doc.page
SBJ-33-C5-OON-05-DR-001 0 K12 - Road alignment - Plan and profile, profile no 35500 - 39250 5 SBJ-33-C5-OON-05-DR-002 0 K12 - Road alignment - Plan and profile, profile no 39250 - 43000 6 SBJ-33-C5-OON-05-DR-003 0 K12 - Road alignment - Plan and profile, profile no 43000 - 46750 7
SBJ-33-C5-OON-22-DR-001 0 K12 - General arrangement 8
SBJ-33-C5-OON-22-DR-111 0 K12 - Floating bridge - Plan and elevation 9
SBJ-33-C5-OON-22-DR-121 0 K12 - Floating bridge - Pontoons and columns Type 1 - Structural arrangement 10 SBJ-33-C5-OON-22-DR-122 0 K12 - Floating bridge - Pontoons and columns Type 2 - Structural arrangement 11 SBJ-33-C5-OON-22-DR-123 0 K12 - Floating bridge - Pontoons and columns Type 2A - Structural arrangement 12 SBJ-33-C5-OON-22-DR-124 0 K12 - Floating bridge - Pontoons and columns Type 3 - Structural arrangement 13 SBJ-33-C5-OON-22-DR-125 0 K12 - Floating bridge - Pontoons and columns - Sections and details 14 SBJ-33-C5-OON-22-DR-131 0 K12 - Floating bridge - Anchors and mooring lines - Layout 15 SBJ-33-C5-OON-22-DR-132 0 K12 - Floating bridge - Anchors - Suction anchor plan, sections and details 16 SBJ-33-C5-OON-22-DR-133 0 K12 - Floating bridge - Anchors - Gravity anchor plan, sections and details 17
SBJ-33-C5-OON-22-DR-141 0 K12 - Floating bridge - Girder - Cross-sections 1 18
SBJ-33-C5-OON-22-DR-142 0 K12 - Floating bridge - Girder - Cross-sections 2 19
SBJ-33-C5-OON-22-DR-143 0 K12 - Floating bridge - Girder - Reinforced bridge girder ends 20
SBJ-33-C5-OON-22-DR-144 0 K12 - Floating bridge - Girder - Details part 1 21
SBJ-33-C5-OON-22-DR-145 0 K12 - Floating bridge - Girder - Column connection - Arrangement 22
SBJ-33-C5-OON-22-DR-146 0 K12 - Floating bridge - Girder - Column connection 2 23
SBJ-33-C5-OON-22-DR-147 0 K12 - Floating bridge - Girder - Wind guide and drainage 24
SBJ-33-C5-OON-22-DR-151 0 K12 - Cable-stayed bridge - Plan and elevation 25
SBJ-33-C5-OON-22-DR-152 0 K12 - Cable-stayed bridge - Tower - Plan and sections 26
SBJ-33-C5-OON-22-DR-153 0 K12 - Cable-stayed bridge - Tower - Cable attachment 27
SBJ-33-C5-OON-22-DR-154 0 K12 - Cable-stayed bridge - Bridge girder 28
SBJ-33-C5-OON-22-DR-155 0 K12 - Cable-stayed bridge - Bridge girder, cable attachment 29 SBJ-33-C5-OON-22-DR-156 0 K12 - Cable-stayed bridge - Reinforcement in critical sections 30 SBJ-33-C5-OON-22-DR-157 0 K12 - Cable-stayed bridge - Cable system - Arrangement and details 31
SBJ-33-C5-OON-22-DR-158 0 K12 - Cable-stayed bridge - Rock anchoring 32
SBJ-33-C5-OON-22-DR-159 0 K12 - Cable-stayed to floating bridge connection 33
Doc. No. Rev Title Doc.page
SBJ-33-C5-OON-22-DR-160 0 K12 - Cable-stayed bridge - Isometric 3D-view 34
SBJ-33-C5-OON-22-DR-161 0 K12 - Cable-stayed bridge - Tower. Post-tensioning layout. 35 SBJ-33-C5-OON-22-DR-162 0 K12 - Cable-stayed bridge - Temperary connection of tower and girder 36
SBJ-33-C5-OON-22-DR-163 0 K12 - Cable-stayed bridge - Construction sequences 37
SBJ-33-C5-OON-22-DR-164 0 K12 - Cable-stayed bridge - Ballasting for instalment 38
SBJ-33-C5-OON-22-DR-171 0 K12 - Abutment Gulholmane - General arrangement 39
SBJ-33-C5-OON-22-DR-172 0 K12 - Abutment Gulholmane - Section and details I 40
SBJ-33-C5-OON-22-DR-173 0 K12 - Abutment Gulholmane - Section and details II 41
SBJ-33-C5-OON-22-DR-174 0 K12 - Abutment Gulholmane - Post-tensioning 42
SBJ-33-C5-OON-22-DR-175 0 K12 - Abutment Gulholmane - Connection to bridge girder end 43
SBJ-33-C5-OON-22-DR-176 0 K12 - Abutment South - General arrangement 44
SBJ-33-C5-OON-22-DR-177 0 K12 - Abutment South - Sections and details 45
SBJ-33-C5-OON-22-DR-181 0 K12 - Gulholmane approach bridge - General arrangement 46
SBJ-33-C5-OON-22-DR-191 0 K12 - Bjørnafjorden bridge - Membrane and pavement - Principle drawing 47
SBJ-33-C5-OON-22-DR-192 0 K12 - Bjørnafjorden bridge - Railings - Principle drawing 48
SBJ-33-C5-OON-24-DR-001 0 K12 - Tug moored at pontoon 49
SBJ-33-C5-OON-24-DR-002 0 K12 - Towing configuration 480 m section 50
SBJ-33-C5-OON-24-DR-003 0 K12 - Tow 480 m section - Vatlestraumen 51
SBJ-33-C5-OON-24-DR-004 0 K12 - General Arrangement Assembly Rig 52
SBJ-33-C5-OON-24-DR-005 0 K12 - General Arrangement High Assembly Rig 53
SBJ-33-C5-OON-24-DR-006 0 K12 - Bridge Moored Søreidvika 54
SBJ-33-C5-OON-24-DR-007 0 K12 - Assembly sequence Søreidvågen 55
APPENDIX A – TECHNICAL DRAWINGS SBJ-33-C5-OON-22-RE-100, rev. 0
Doc. No. Rev Title Doc.page
SBJ-33-C5-OON-24-DR-019 0 K12 - North abutment installation, step #2 66
SBJ-33-C5-OON-24-DR-020 0 K12 - Bridge Arriving at Bjørnafjorden 67
SBJ-33-C5-OON-24-DR-021 0 K12 - Floating Bridge at North Abutment 68
SBJ-33-C5-OON-24-DR-022 0 K12 - Connecting at high bridge end 69
SBJ-33-C5-OON-24-DR-023 0 K12 - Pre-installed anchors 70
SBJ-33-C5-OON-24-DR-024 0 K12 - AHTS connecting anchor lines 71
SBJ-33-C5-OON-24-DR-025 0 K12 - AHTS connecting anchor lines 72
SBJ-33-C5-OON-24-DR-026 0 K12 - Tensioner details 73
SBJ-33-C5-OON-24-DR-027 0 K12 - AHTS tensioning mooring lines 74
SBJ-33-C5-OON-24-DR-028 0 K12 - Mooring lines installed 75
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Svarvhelleholmen
Reksteren
Kaldafosstjørna E39, Bjørnafjorden crossing
Line number 17 100
Navigation clearance 250 m (b) x 45 m (h)
Design team:
Bjørnafjorden
E39, Bjørnafjorden crossing Line number 17 100
"X:\nor\oppdrag\Sandvika\518\77\5187772\BIM\Veg\Arkfil\\SBJ-33-C5-OON-05-DR_001-003.dwg - MaSOt - Plottet: 2019-07-01, 13:43:00 - LAYOUT = SBJ-33-C5-OON-05-DR-002 - XREF = a_ramme, t_geom_FINAL-Konstruksjon, a_LP, t_geom_FINAL, t_K11-K12_Senterlinje, 2D_Kart_FKB_VA_NTM5, 2D_Kart_FKB_NTM5, 2D_Kart_FKB_Kotekart_NTM5, 2D_Kart_FKB_Elektro_NTM5, 2D_Kart_Samlet_NTM5"
Design team:
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Gulholmane
Røtinga
E39, Bjørnafjorden crossing Line number 17 100
Design team:
3 2
1 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42
Elevation above mean sea level (m)
Profile number 38571
+64.1
38881 +59.4
39331 +47.0
39451 +42.6
39571 +37.7
39691 +32.4
39811 +27.6
39931 +23.8
40051 +20.1
40171 +19.0
40291 +18.1 +18.0
40411 +18.0 40531
+18.0 40651
+18.0 40771
+18.0 40891
+18.0 41011
+18.0 41131
+18.0 41251
+18.0 41371
+18.0 41491
+18.0 41611
+18.0 41731
+18.0 41851
+18.0 41971
+18.0 42091
+18.0 42211
+18.0 42331
+18.0 42451
+18.0 42571
+18.0 42691
+18.0 42811
+18.0 42931
+18.0 43051
+18.0 43171
+18.0 43291
+18.0 43411
+17.9 43531
+17.0 43651
+15.6 43771
+13.4 43891
+10.4 44011
450 310
5 440
120 120
9 5
23
4
23 12 E39 CL
Bridge CL
23 12 23
9 54
Pontoon
Column
Pontoon Column
E39 CL Bridge CL
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Svarvhelleholmen Gulholmane Røtinga
Bjørnafjorden
1
2
3 4
5 6
7 8
9 10
11 12
13 14
15 16 17 18 19 20
21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 A
A
B
B
3.2% 3.3%
31 000
1 700 2 350
Shoulder Traffic lane Traffic laneShoulder Shoulder Traffic lane Traffic lane Shoulder Pedestrian lane
CL E39
CL Bridge
3 500 3 500
1 900
27 600
1 700 1 500 3 500 3 500 5001 500500 3 500 3 500 1 500
1 000 3 000
1 750
1 1001 900 1 200
5 550 8 250 8 250 5 550
"X:\nor\oppdrag\Sandvika\518\77\5187772\BIM\Konstruksjon\Arkfil\Final\\SBJ-33-C5-OON-22-DR-001.dwg - MaSOt - Plottet: 2019-07-01, 13:34:26 - XREF = K_Form_Tverrsnitt, t_K11-K12_Senterlinje, t_geom_FINAL-Konstruksjon, 2D_Kart_FKB_NTM5, 2D_Kart_FKB_Kotekart_NTM5"
Elevation 1:10000
Plan 1:10000
Cross section 1:100
Section A-A 1:500
Remarks:
1. General:
- Side-anchored floating brigde for new E39 crossing Bjørnafjorden - Road class H9
- Design traffic volume: 12000 - 14000 AADT (2050) - Road surface weight driving lanes: 2.0 kN/m² - Road surface weight pedestrian lanes: 1.5 kN/m² - Surfacing class CC3
- Reliablility class RC3
- Design supervision level DSL3 - Inspection level L2
2. Regulations:
- Handbook N400 (2015) - Handbook N100 (2013) - Handbook R762 (2015) - Eurocodes
- DNVGL-RP-C203 Fatigue design
- DNVGL-RP-C205 Environmental Loads 3. Steel structures:
- S420N/NL according to NS-EN 10025-3
- 25Cr SDSS Super Duplex steel in pontoon splash zone 4. Concrete Structures:
- B85 Abutments - B55-SV30 Towers
- Reinforcement B500NC
- Presstressing reinforcement fpk/fp0,1k = 1860/1640 MPa 5. Foundations:
- On rock above MSL 6. Bridge railings:
- Containment level H3 according to NS-EN 1317 7. Bearings:
- No bearings 8. Expansion joints:
- No expansion joints
References:
Anchor lines
Pr. no. 38571 Pr.no. 44011
Section B-B 1:500
Design team:
Gulholmane
37 38
39
40
41
42
3 4 5 6 7 8 37 38 39 40 41 42
3
4
5
6
7
8
Elevation 1:2000
Plan 1:2000
50
665
Cross section type 2 See drawing -143
R5 000
R5 000 Girder cross-sections
See drawing -142 Abudment Gulholmane
See drawing -171 Cable-stayed bridge
See drawing -151
+18.0 m
15
120 120 120 120 120
+47.0 m
120 120
120 120 120
4009
Cross section type 1 See drawing - 142
Reinforces cross section See drawing -143
Pr. no.39331
Pr. no. 44011
Column/Pontoon type
Axis Type Drawing 3 -6
7 -8 9 -12 13 -26 27 -30
3 -124
2 -122
2 anchor -123
1 -121
2 anchor -123
31 - 41 1 -121
56
Design team:
D D
E E
F F
See Note 1
t = 16mm HP320x12
6000 7750
7750 15000
7750 7750
6000
17001300
750 Typ.
See Note 1
12000
50003760
3.0%
3.0%
B B
A A
C C
D D
E E
Top-plate t = 14mm HP320x12
Bottom-plate t = 18mm HP320x14 Bulkhead
t = 16mm HP320x12
6000 3875 3875 3875 3875 3500 2000 2000 2000 2000 3500 3875 3875 3875 3875 6000
58000
12000
23000 12000 23000
400040004000
R 6000
R 2000 R 20
00
6000 7750
7750 1500
12000 1500
7750 7750
6000
D D
E E
t = 16mm HP320x12 Bulkhead
t = 16mm HP320x12
58000
3875 3875 3875 3875
1500 3875
3875 3875
3875
9000
Drawn by Checked by Approved by Project no. Drawing number/Revision index Coordinate System
Scale A1-format File number PROF number Project number Produced by Produced for Client rep.
Drawing dato Design team:
EUREF89NTM5/NN2000 0
Concept development floating bridge K12 - Pontoons and columns
PLH OHHK KH 5187772 / 12777
E39 Bjørnafjorden
2019-03-28
SBJ-33-C5-OON-22-DR-121
1 : 200
Section A-A
1 : 200
Section B-B
1 : 200
Plan
Remarks:
Note 1: Optional (material currently not used) 25Cr DSSS
Super Duplex Stainless Steel with 25 % Cr.
Note 2: Two accessmanholes with access ladder to each compartment
Directions:
1. Structural design according to NPRA Handbook R762, N400 and Eurocode 3 (NS-EN-1993) or equivalent DNVGL standards.
2. Steel quality in plates: S420 MPa 3. Steel quality in stiffeners: S355 MPa 4. All measurements in mm.
1 : 200
Section C-C
References:
Type 1 - Structural Arrangement
-
Region vest Design team -
- - PLH
Pontoon dimensions and weights
Pontoon types L (m) B (m) H (m) Weight (ton) Nos.
1. Low bridge - Axis 13 through 26 and 31 through 41 58 12 9 898 25
2. Ramp - Axis 7 through 8 58 14.5 9 1074 2
2. Anchor version - Axis 9 through 12 and Axis 27 through 30 58 14.5 9 1074 8
3. Ship navigation channel - Axis 3 through 6 58 17 9 1247 4
Total 36 700 39
Column dimensions and weights
Pontoon types L (m) B (m) H (m) Weight (ton) Nos.
Low bridge - Axis 13 through 41 12 4 10.25 15.5 29
Ramp - Axis 7 through 12 12 4 17.34
(avg.)
13.2 (avg.) 6
High bridge - Axis 3 through 6 12 4 36.24
(avg.)
13.2 (avg.) 4
Total 39
• SBJ-33-C5-OON-22-DR-122 Pontoons and columns Type 2 - structural arrangement
• SBJ-33-C5-OON-22-DR-123 Pontoons and columns Type 2A - structural arrangement
• SBJ-33-C5-OON-22-DR-124 Pontoons and columns Type 3 - structural arrangement
• SBJ-33-C5-OON-22-DR-125 Pontoons and columns Sections
Revisjon Description Drawn by Checked Approved Rev. date
0 Issued for use OHHK KH 2019-06-30
D D
E E
F F
See Note 1
t = 16mm HP320x12
7250 7125
7125 13500
1500 7125
7125 7250
750 Typ. 17001300
See Note 1
13001700
3.0%
3.0%
14500
B B
A A
C C
D D
E E
Top-plate t = 14mm HP320x12
Bottom-plate t = 18mm HP320x14 Bulkhead
t = 16mm HP320x12
14500 525040005250
R 7250
R 20 00
7250 3563 3563 3563 3563 3500 2000 2000 2000 2000 3500 3563 3563 3563 3563 7250
58000
750 Typ.
23000 12000 23000
D D
E E
t = 16mm HP320x12 Bulkhead
t = 16mm HP320x12
7250 7125
7125 1500
12000 1500
7125 7125
7250
3563 3563 3563 3563
3563 3563
3563 3563
58000
9000
750 Typ.
Drawing dato Design team:
2019-03-28
1 : 200
Section A-A
1 : 200
Section B-B
1 : 200
Plan
Remarks:
Note 1: Optional (material currently not used) 25Cr DSSS
Super Duplex Stainless Steel with 25 % Cr.
Directions:
1. Structural design according to NPRA Handbook R762, N400 and Eurocode 3 (NS-EN-1993) or equivalent DNVGL standards.
2. Steel quality in plates: S420 MPa
1 : 200
Section C-C
References:
- PLH
Pontoon dimensions and weights
Pontoon types L (m) B (m) H (m) Weight (ton) Nos.
1. Low bridge - Axis 13 through 26 and 31 through 41 58 12 9 898 25
2. Ramp - Axis 7 through 8 58 14.5 9 1074 2
2. Anchor version - Axis 9 through 12 and Axis 27 through 30 58 14.5 9 1074 8
3. Ship navigation channel - Axis 3 through 6 58 17 9 1247 4
Total 36 700 39
Column dimensions and weights
Pontoon types L (m) B (m) H (m) Weight (ton) Nos.
Low bridge - Axis 13 through 41 12 4 10.25 15.5 29
Ramp - Axis 7 through 12 12 4 17.34
(avg.)
13.2 (avg.) 6
High bridge - Axis 3 through 6 12 4 36.24
(avg.)
13.2 (avg.) 4
Total 39
• SBJ-33-C5-OON-22-DR-121 Pontoons and columns Type 1 - structural arrangement
• SBJ-33-C5-OON-22-DR-123 Pontoons and columns Type 2A - structural arrangement
• SBJ-33-C5-OON-22-DR-124 Pontoons and columns Type 3 - structural arrangement
Revisjon Description Drawn by Checked Approved Rev. date
0 Issued for use OHHK KH 2019-06-30
See Note 1
t = 16mm HP320x12
Fairlead 3,4m
7250 7125
7125 3500
8000 3500
7125 7125
7250
. 750 Typ. 17001300
Chain stopper Chain stopper
See Note 1
Fairlead 3,4m 3.0%
3.0%
13001700
14500
Chain stopper
B B
A A
C C
Top-plate t = 14mm HP320x12
Bottom-plate t = 18mm HP320x14 Bulkhead
t = 16mm HP320x12
7250 3563 3563 3563 3563 3500 2000 2000 2000 2000 3500 3563 3563 3563 3563 7250
58000
525040005250
25000 8000 25000
3000 6750 3000
0° - 14.5° 6750 0
° - 1
4.5
°
t = 16mm HP320x12 Bulkhead
t = 16mm HP320x12
Fairlead 3,4m
7250 7125
7125 3500
8000 3500
7125 7125
7250
3563 3563
3563
3563 3563 3563
9000
750 Typ.
58000
Fairlead 3,4m Moonpool
6750
Moonpool 6750
Chain stopper Chain stopper
Drawn by Checked by Approved by Project no. Drawing number/Revision index Coordinate System
Scale A1-format File number PROF number Project number Produced by Produced for Client rep.
Drawing dato Design team:
EUREF89NTM5/NN2000 0
Concept development floating bridge K12 - Pontoons and columns
PLH OHHK KH 5187772 / 12777
E39 Bjørnafjorden
2019-03-28
SBJ-33-C5-OON-22-DR-123
1 : 200
Section A-A
1 : 200
Section B-B
1 : 200
Plan
Remarks:
Note 1: Optional (material currently not used) 25Cr DSSS
Super Duplex Stainless Steel with 25 % Cr.
Note 2: Two accessmanholes with access ladder to each compartment
Directions:
1. Structural design according to NPRA Handbook R762, N400 and Eurocode 3 (NS-EN-1993) or equivalent DNVGL standards.
2. Steel quality in plates: S420 MPa 3. Steel quality in stiffeners: S355 MPa 4. All measurements in mm.
1 : 200
Section C-C
References:
Type 2A Anchor- Structural Arrangement
-
Region vest Design team -
- - PLH
Pontoon dimensions and weights
Pontoon types L (m) B (m) H (m) Weight (ton) Nos.
1. Low bridge - Axis 13 through 26 and 31 through 41 58 12 9 898 25
2. Ramp - Axis 7 through 8 58 14.5 9 1074 2
2A. Anchor version - Axis 9 through 12 and Axis 27 through 30 58 14.5 9 1074 8
3. Ship navigation channel - Axis 3 through 6 58 17 9 1247 4
Total 36 700 39
Column dimensions and weights
Pontoon types L (m) B (m) H (m) Weight (ton) Nos.
Low bridge - Axis 13 through 41 12 4 10.25 15.5 29
Ramp - Axis 7 through 12 12 4 17.34
(avg.)
13.2 (avg.) 6
High bridge - Axis 3 through 6 12 4 36.24
(avg.)
13.2 (avg.) 4
Total 39
• SBJ-33-C5-OON-22-DR-121 Pontoons and columns Type 1 - structural arrangement
• SBJ-33-C5-OON-22-DR-122 Pontoons and columns Type 2 - structural arrangement
• SBJ-33-C5-OON-22-DR-124 Pontoons and columns Type 3 - structural arrangement
• SBJ-33-C5-OON-22-DR-125 Pontoons and columns Sections
Revisjon Description Drawn by Checked Approved Rev. date
0 Issued for use OHHK KH 2019-06-30
D D
E E
F F
See Note 1
t = 16mm HP320x12
17001300
750 Typ.
8500 6500
6500 1500
12000 1500
6500 6500
8500
See Note 1
50003760
3.0%
3.0%
6000 6000
G
G
B B
A A
C C
D D
E E
Top-plate t = 14mm HP320x12
Bottom-plate t = 18mm HP320x14 Bulkhead
t = 16mm HP320x12
17000
23000 12000 23000
650040006500
R 8500 R 20
00
750 Typ.
8500 6500 6500 1500 12000 1500 6500 6500 8500
3250 3250 3250 3250 3500 2000 2000 2000 2000 3500 3250 3250 3250 3250
58000
D D
E E
t = 16mm HP320x12 Bulkhead
t = 16mm HP320x12
8500 6500
6500 1500
12000 1500
6500 6500
8500
3250 3250 3250 3250
3250 3250
3250 3250
9000
750 Typ.
58000
12000
12000
Drawing dato Design team:
2019-03-28
1 : 200
Section A-A
1 : 200
Section B-B
1 : 200
Plan
Remarks:
Note 1: Optional (material currently not used) 25Cr DSSS
Super Duplex Stainless Steel with 25 % Cr.
Directions:
1. Structural design according to NPRA Handbook R762, N400 and Eurocode 3 (NS-EN-1993) or equivalent DNVGL standards.
2. Steel quality in plates: S420 MPa
1 : 200
Section C-C
References:
- PLH
Pontoon dimensions and weights
Pontoon types L (m) B (m) H (m) Weight (ton) Nos.
1. Low bridge - Axis 13 through 26 and 31 through 41 58 12 9 898 25
2. Ramp - Axis 7 through 8 58 14.5 9 1074 2
2. Anchor version - Axis 9 through 12 and Axis 27 through 30 58 14.5 9 1074 8
3. Ship navigation channel - Axis 3 through 6 58 17 9 1247 4
Total 36 700 39
Column dimensions and weights
Pontoon types L (m) B (m) H (m) Weight (ton) Nos.
Low bridge - Axis 13 through 41 12 4 10.25 15.5 29
Ramp - Axis 7 through 12 12 4 17.34
(avg.)
13.2 (avg.) 6
High bridge - Axis 3 through 6 12 4 36.24
(avg.)
13.2 (avg.) 4
Total 39
• SBJ-33-C5-OON-22-DR-121 Pontoons and columns Type 1 - structural arrangement
• SBJ-33-C5-OON-22-DR-122 Pontoons and columns Type 2 - structural arrangement
• SBJ-33-C5-OON-22-DR-123 Pontoons and columns Type 2A - structural arrangement
Revisjon Description Drawn by Checked Approved Rev. date
0 Issued for use OHHK KH 2019-06-30
1 : 100
Section G-G
14500
8270 510240 9000
15006000 1500
16 1000 1000 3234 1000 1000 1000 4234 1000 1000 16
750x300x12x15
-12-
750 Typ.
1000
1000x300x12x15 1000
T 1500x300x12x15
T 1500x300x12x15
750 Typ.
300030003000 9000
14500
4000
12000
R 2000
Drawn by Checked by Approved by Project no. Drawing number/Revision index Coordinate System
Scale A1-format File number PROF number Project number Produced by Produced for Client rep.
Drawing dato Design team:
EUREF89NTM5/NN2000 0
Concept development floating bridge K12 - Pontoons and columns
PLH OHHK KH 5187772 / 12777
E39 Bjørnafjorden
2019-06-30
SBJ-33-C5-OON-22-DR-125
1 : 100
Section D-D
1 : 100
Section E-E
1 : 100
Section F-F
Remarks:
-
Directions:
1. Structural design according to NPRA Handbook R762, N400 and Eurocode 3 (NS-EN-1993) or equivalent DNVGL standards.
2. Steel quality in plates: S420 MPa 3. Steel quality in stiffeners: S355 MPa 4. All measurements in mm.
References:
Sections
-
Region vest Design team -
- - PLH
Frame in floater
Bulkhead in floater
Frame in column
• SBJ-33-C5-OON-22-DR-121 Pontoons and columns Type 1 - structural arrangement
• SBJ-33-C5-OON-22-DR-122 Pontoons and columns Type 2 - structural arrangement
• SBJ-33-C5-OON-22-DR-123 Pontoons and columns Type 2A - structural arrangement
• SBJ-33-C5-OON-22-DR-124 Pontoons and columns Type 3 - structural arrangement
Revisjon Description Drawn by Checked Approved Rev. date
0 Issued for use OHHK KH 2019-06-30
Line 1 Line 2
Line 3 Line 4
Line 9 Line 10
Line 11 Line 12
Line 16 Line 15
Line 14 Line 13
Line 8 Line 7
Line 6 Line 5
Suction anchor
Polyester rope Top chain
Bottom chain Anchor Pontoon
H-link Detail 1
H-link Detail 1 Fibre rope with
sand filter and protective jacket
Spliced eye covered with polyurethane coating
H-link Chain
Pin and Pin spool thimble
Drawing dato Design team:
2019-05-24
1 : 10000
Plan view
Global
Line no. Pontoon Easting Northing Anchor type Sea bed level
1 Type 2 anchor 92649.84000 1233791.87780 Suction -561.5
2 Type 2 anchor 92673.69184 1233868.78408 Suction -561.2
3 Type 2 anchor 92704.50704 1233941.73403 Suction -561.1
4 Type 2 anchor 92739.73261 1234019.09616 Suction -561.2
5 Type 2 anchor 94734.32868 1232996.20186 Suction -359.3
6 Type 2 anchor 94756.02019 1233042.62511 Suction -359.2
7 Type 2 anchor 94625.02032 1233271.95165 Gravity -291.7
8 Type 2 anchor 94622.53372 1233308.72372 Gravity -296.5
9 Type 2 anchor 92679.12417 1235699.96534 Gravity -123.2
10 Type 2 anchor 92643.05611 1235720.02881 Gravity -123.5
11 Type 2 anchor 92972.17586 1235789.46254 Gravity -167.2
12 Type 2 anchor 93021.28794 1235793.90940 Gravity -158.1
13 Type 2 anchor 94392.11560 1235554.87627 Suction -382.2
14 Type 2 anchor 94392.40362 1235594.93325 Suction -380.5
15 Type 2 anchor 94769.59995 1235835.63239 Gravity -410.3
16 Type 2 anchor 94805.79378 1235882.81228 Gravity -411.8
Remarks:
1. STANDARDS / PROVISIONS:
-Norwegian public roads adm. handbook N400 (2015) -Norwegian public roads adm. handbook R762 (2015)
EXPLANATIONS:
PLH
1 : 3000
Section Detail 1
References:
• SBJ-33-C5-OON-22-DR-123 Pontoons and columns Type 2A - structural arrangement
• SBJ-33-C5-OON-22-DR-132 Floating bridge - Suction anchor plan, sections and details
• SBJ-33-C5-OON-22-DR-133 Gravity anchor plan, sections and details
Revisjon Description Drawn by Checked Approved Rev. date
0 Issued for use KWA KH 2019-06-30
A A
3 3
B B
1 1
Diameter
B B
2 2
Mudline
1
Diameter
Distance from bottom
Height total Distance from top
300
30660 690
10 T-690x300x10
A
A 2
Mudline
3
Height total
Distance from bottom Distance from top
Diameter
Cheek plates 2 x 125mm R 400
R 425 ø 255
2500
125 775
125
R 400 R 300
ø 150 Cheek plates 2 x 30mm
1250
Drawn by Checked by Approved by Project no. Drawing number/Revision index Coordinate System
Scale A1-format File number PROF number Project number Produced by Produced for Client rep.
Drawing dato Design team:
EUREF89NTM5/NN2000 0
Concept development floating bridge K12 - Anchors
PLH JOM KH 5187772 / 12777
E39 Bjørnafjorden
2019-05-24
SBJ-33-C5-OON-22-DR-132
Remarks:
-
Directions:
-
References:
-
Region vest Design team -
- - PLH
1 : 100
Plan view
1 : 100
Section A-A
1 : 20
Detail 3
1 : 100
Section B-B
1 : 20
Detail 1
1 : 20
Detail 2
Meassures
Line no. (See drawing SBJ-33-C5-OON-22-DR-131) Diameter Height total
Distance from bottom
Distance from top
1-6 9.0m 12.5m 5.75m 1.0m
13 and 14 9.0m 11.0m 6.67m 1.0m
• SBJ-33-C5-OON-22-DR-131 Floating bridge - Anchors and mooring lines - Layout
• SBJ-33-C5-OON-22-DR-133 Gravity anchor plan, sections and details
Suction anchor plan, sections and details
Revisjon Description Drawn by Checked Approved Rev. date
0 Issued for use JOM KH 2019-06-30
A A
B B
C C
Vent hole Vent hole
Vent hole Vent hole
15000
15000
7500 7500
75007500
D D
-Bottom plate 15mm-
C 1 C
2
D D
-12- -12-
HE280B
HE240B HE240B HE240B
HE240B
HE240B HE240B
PLATE 12mm PLATE 12mm
PLATE 12mm
Lifting bracket Lifting bracket
HE240B
HE280B HE280B
1
3
C C
D D
HE240B HE240B
HE240B HE240B HE240B
HE240B
HE240B
3
HE240B HE240B
HE240B HE280B
(innside) HE280B
(innside)
A A
HE240B HE240B
HE240B HE240B HE240B
HE240B HE240B
HE240B
HE240B
HE240B HE280B
(innside) HE280B
(innside) Anchor chain bracket (det. 2) HE240B
HE240B
Lifting plate R 400
R 300
ø 150
HE240B 1200
Plate 12mm HE240B
HE240B
ø 255 R 400
R 425
Cheek plates: 2 * 125mm 125
HE240B
2500
Plate 90mm Plate 12mm
A A
B B
-12- -12-
HE280B
HE240B HE240B HE240B
HE240B
HE240B HE240B
PLATE 12mm PLATE 12mm
PLATE 12mm
Lifting bracket Lifting bracket
HE280B
1 1
15 15
600 typ.
Ribs / plates
15
320
Drawing dato Design team:
2019-05-24
Remarks:
-
Directions:
-
References:
- PLH
1 : 100
Plan view
1 : 100
Section A-A
1 : 100
Section B-B
1 : 100
Section C-C
1 : 20
Detail 1
1 : 20
Detail 2
1 : 100
Section D-D
1 : 20
Detail 3
• SBJ-33-C5-OON-22-DR-131 Floating bridge - Anchors and mooring lines - Layout
• SBJ-33-C5-OON-22-DR-132 Floating bridge - Suction anchor plan, sections and details
Revisjon Description Drawn by Checked Approved Rev. date
0 Issued for use JOM KH 2019-06-30
1:50
Standard cross section
3.2% 3.3%
80 mm membrane
and asphalt 80 mm membrane
and asphalt Guard rail
class H2 Guard rail
class H2 Pedestrian
guard rail
Center guard rails
RHS 150x 150x8 mm
RHS 150x 150x8 mm RHS 150x
150x8 mm
RHS 150x 150x8 mm
RHS 150x 150x8 mm RHS 150x
150x5 mm
RHS 150x 150x5 mm
RHS 150x
150x5 mm RHS 150x
150x5 mm
T 600x200x 12x15 mm
T 600x200x 12x15 mm
PL 40 PL 14 w/
stiffeners type 1A PL 14 w/
stiffeners type 1A
PL 12 w/
stiffeners type 2A PL 40
PL 12 w/
stiffeners type 2A
PL 12 w/
stiffeners type 2A Stiffener type 3 Stiffener
type 3
31 000
1 700 2 350
Shoulder
Shoulder Shoulder Shoulder
Traffic slow lane Traffic lane Traffic lane Traffic slow lane
Pedestrian lane
CL E39
CL Bridge
1700
3 500
500
3 500
1 900
27 600 1 700
Detail 1
Detail 2 Detail 3
Detail 4 Detail 5
1 700
1 500 3 500
3 500 500
1 500 500
3 500 3 500
1 500 1 000
3 000 1 750
1 1001 900 1 200
400
5 550 8 250 8 250 5 550 1 700
Slow lane Stiffner type 4
Slow lane Stiffner type 4
Wind guide vane, see drawing -148
Wind guide vane, see drawing -148
1 575 813763
460 600 600
472
620 117
895 870
600 Out cut
PL 14
PL 200x15 mm Stiffener type 2A Stiffener Type 3
PL 40
PL 12 - PL 12 -
620
262 350 600
PL 12 - PL 12 -
PL 200x15 mm
Stiffener type 2A PL 12
600 350 262
620 - PL 12 -
Stiffener type 2A PL 200x15 mm
PL 12
PL 12
620
472
912763 1 675
600 600 460
PL 200x15 mm Stiffener type 2A
Stiffener Type 3 - PL 12 -
PL 40 940
895 Stiffener type 1A
Out cut PL 14
Stiffener type 1A
Detail 1 1:20
Detail 2 1:20
Detail 4
1:20 Detail 5
1:20
Detail 3 1:20
600
550 300 600 550
600 Typical
300 550 550 600 600 600 600
Typical 550 550
Stiffener type 1A
Stiffener type 1A
600
Out cut Out cut
PL 14
PL 12 PL 12
PL 12 PL 12
1:10
Stiffener type 1A
1:10
Stiffener type 3
1:10
Stiffener type 4
75 150 75
350
300
R24 8
100400100
400
600
R60 20
280 300
350
25 12
Steel weights
Cross Section:
Transverse girders and bracings:
Sum Steel
12300 1206 13506
kg/m kg/m kg/m
"X:\nor\oppdrag\Sandvika\518\77\5187772\BIM\Konstruksjon\Arkfil\Final\\SBJ-33-C5-OON-22-DR-141.dwg - MaSOt - Plottet: 2019-07-01, 13:29:36 - XREF = K_Form_Tverrsnitt"
References:
Remarks:
1. Steel structures:
- S420N/NL according to NS-EN 10025-3
Design team:
80 mm membrane
and asphalt 80 mm membrane
and asphalt Guard rail
class H2 Guard rail
class H2 Pedestrian
guard rail
Center guard rails
RHS 150x 150x8 mm
RHS 150x 150x8 mm RHS 150x
150x8 mm
RHS 150x 150x8 mm
RHS 150x 150x8 mm RHS 150x
150x5 mm
RHS 150x 150x5 mm
RHS 150x
150x5 mm RHS 150x
150x5 mm
T 600x200x 12x15 mm
T 600x200x 12x15 mm
PL 40 PL 14 w/
stiffeners type 1B PL 14 w/
stiffeners type 1B
PL 12 w/
stiffeners type 2B
PL 12 w/
stiffeners type 2B
PL 12 w/
stiffeners type 2B Stiffener type 3 Stiffener
type 3
PL 40 PL 40
3.2% 3.3%
31 000
1 700 2 350
Shoulder
Shoulder Shoulder Shoulder
Traffic slow lane Traffic lane Traffic lane Traffic slow lane
Pedestrian lane
CL E39
CL Bridge
1 700
3 500 500 3 500
1 900
27 600 1 700
Detail 1
Detail 2 Detail 3
Detail 4 Detail 5
27 600 1 700
1 500 3 500
3 500 500
1 500 500
3 500 3 500
1 500 1 000
3 000 1 750
1 1001 900 1 200
400
5 550 8 250 8 250 5 550 1 700
1:50
Reinforced cross section
Reinforced cross section used for the high floating bridge (approx. 665 m length)
Slow lane
Stiffener type 4 Slow lane
Stiffener type 4
Wind guide vane, see drawing -148
Wind guide vane, see drawing -148
1 575 813744
460 600 600
472
620 117
895 Out cut 870 PL 14
PL 200x15 mm
Stiffener Type 3 PL 40
PL 12 - PL 12 -
620
262 350 600
PL 12 - PL 12 -
PL 200x15 mm
Stiffener type 2B PL 12
600 350 262
620 - PL 12 -
Stiffener type 2B PL 200x15 mm
PL 12
PL 12
620
472
912763 1 675
600 600 460
PL 200x15 mm
Stiffener type 2B Stiffener Type 3 - PL 12 -
PL 40 940
895 Stiffener type 1B
PL 14
Stiffener type 1B
Detail 1 1:20
Detail 2 1:20
Detail 4
1:20 Detail 5
1:20
Detail 3 1:20
550 300 600 550
600 Typical
300 550 550 600 600 600 600
Typical 550 550
Stiffener type 1A
Stiffener type 1A Out cut
Out cut
PL 14
PL 12 PL 12
PL 12 PL 12
600
1:10
Stiffener type 1B
1:10
Stiffener type 2B
1:10
Stiffener type 3
300
350
75 12
75
300 12
300
600
400
100
20
150 75
150 75
400100
1:10
Stiffener type 4
280 300
350
25 12 R36
R36
R60
Steel weights
Cross Section:
Transverse girders and bracings:
Sum Steel
14115 1206 15321
kg/m kg/m kg/m
Design team:
42 1
A A
Top bridge deck
Bottom girder
56 000
x: Measures tabulated at position x Standard section
8 000 8 000
16 000 16 000
Elevation
1:100 B
B
C
C
D
D
2 000 2 000 2 000 2 000
4 2006 0006 0004 2003 800
Standard section
bbb
Section A-A 1:100
Longitudinal bulkheads
4 2005 8005 8004 200 3 800
Transverse girder
ec/d
Trapes stiffener T-stiffener Transition, see detail drawing -144
End frame
See drawing -175
Transverse bulkhead 8 000
2 000 2 000 2 000 2 000
2 000 2 000 2 000 2 000
2 000 2 000 2 000 2 000
2 000 2 000 2 000 2 000
2 000 2 000 2 000 2 000
2 000 2 000 2 000 2 000
ed
Var. 12 100 - 12 300 Var. 15 500 - 15 700
b a
b
ce
56000 48000 40000 32000 24000 16000 8000
0
16500 18350 20200 22050 23900 25750 27600 28000
x a
5500 4625 3700 2775 1850 925
0 0 b
1575 1813 2050 2288 2525 2763 3000 3300
c
1675 1913 2150 2388 2625 2863 3100 3400
d
1425 1187 950 712 475 237 0 0 e Measures
Measures, see table
Sum steel
Transverse girders Cross sections Reinforces length
1892 tons Steel weights
2 x 56 = 112 m 270 tons
2162 tons
X position
(m)
Deck plate thickness
Deck stiffener
Bottom plate thickness
Bottom stiffener
Web plate thickness
Web stiffener
No longitudinal
bulkheads
Bulkhead plate thickness
Bulkhead stiffener
0 - 8 40 T 40 T 40 T 5 24 T
8 - 16 20 1B + 4 20 2B 40 3 5 24 3
16 - 24 20 1B + 4 20 2B 40 3 4 24 3
24 - 32 14 1B + 4 12 2B 40 3 4 24 3
32 - 40 14 1B + 4 12 2B 40 3 2 24 3
40 - 48 14 1B + 4 12 2B 40 3 0
48 - 56 14 1B + 4 12 2B 40 3 0
56 - 14 1A + 4 12 1A 40 3 0
"X:\nor\oppdrag\Sandvika\518\77\5187772\BIM\Konstruksjon\Arkfil\Final\\SBJ-33-C5-OON-22-DR-143.dwg - MaSOt - Plottet: 2019-07-01, 13:26:27 - XREF = K_Form_Tverrsnitt"
Remarks:
1. Steel structures:
- S420N/NL according to NS-EN 10025-3
Design team:
