Technical drawings
Technical data
S4
Statens vegvesen
Submerged floating tunnel Lavik - OppedalParcel:Feasibility study for crossing the SognefjordProject:
Kvinnherad Municipality
Region West1. Draft November 2012
0 - 4083:From - to profile
:Sizing class:
80 km/t:Speed limit
4000 year 2032Traffic basis (ADT) :Oppedal
LavikE 39
Sognefjorden
2000m 0 2000m 4000m
1:200000Scale
N
Page 1 of 2
Tegn.nr.Revision
Date
1
28.11.2012
List no.
RevisionStatens vegvesenSFT Lavik - OppedalConcept development of submerged floating tunnel Feasibility study for crossing the Sognejord Project:
Drawing list
RemarksIndexdate
DrawingTitle
Construction sequences - Pontoon installationY105Construction sequences - Towing of tunnelY104Construction sequences - Jointing of elements 2Y103Construction sequences - Jointing of elements 1Y102Construction sequence - Jointing of elements - Jetty and outrigger supportY101
Submerged floating tunnel - Floating sequencesK211
Submerged floating tunnel - Tunnel element n 1 - Isometric viewK203Submerged floating tunnel - Landfall element Lavik - Isometric viewK202Submerged floating tunnel - Element key planK201
Concrete tubes - Element jointsK143Concrete tubes - Post tensioning - Landfall sectionK142Concrete tubes - Post tensioning - Typical sectionsK141
Concrete tubes - Reinforcement layout - Bracings and cross tunnelsK133Concrete tubes - Reinforcement layout - Landfall sectionK132Concrete tubes - Reinforcement layout - Typical sectionsK131
Concrete tubes - Form - Typical sectionsK121
Submerged floating tunnnel - Landfall Lavik - Elevation and sectionsK113Submerged floating tunnnel - Landfall LavikK112Submerged floating tunnnel - Mid spanK111
Submerged floating tunnnel - Typical sectionsK102Submerged floating tunnnel - General plan and elevationK101
Normal profiles - Landfalls - Typical sectionsF102Normal profiles - Submerged floating tunnel - Typical sectionsF101
Sognefjord SFT crossing - Navigation channelB102Sognefjord SFT crossing - OverviewB101
Drawing listA102FrontpageA101
A28.11.2012A28.11.2012A28.11.2012A28.11.2012A28.11.2012
A28.11.2012
A28.11.2012A28.11.2012A28.11.2012
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A28.11.2012
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A28.11.2012A28.11.2012A28.11.2012A28.11.2012
Sea bed equidistance: 200mOverviewSognefjord SFT crossing
B101
Sognefjorden
K001 A
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744SAH
Statens vegvesen
Lidvard Skorpa
ARP SAH
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the SognefjordDrawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A1
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
Project no.
Issued for client approval
OppedalLavik
N250mHorizontal Scale
0 500m 1000m
1:25000
Sea bed equidistance: 200m
B102
Navigation channelSognefjord SFT crossing
Suggested main ship routing based on Norvegian Coastal Directorates fairlead recommendations.
Sognefjorden
R = 3000
m
2400
m
(20)#
3183
.
24
m
30
K001 A
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744SAH
Statens vegvesen
Lidvard Skorpa
ARP SAH
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the SognefjordDrawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A1
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
Project no.
Issued for client approval
OppedalLavik
N250mHorizontal Scale
0 500m 1000m
1:25000
F101
2.
1.
REMARKS:
3.
4.
5. Post - cladding fire protection
6. Bridge railing (strength class H2)
Wearing layer (75 mm)
2
Net cross - sectional area Ac = 37,4 m Submerged floating tunnel - General plan and elevation
Submerged floating tunnel - Mid spanK110.
Normal profilesSubmerged floating tunnelTypical sections
Water ballast compartment
Solid ballast compartment
K111
K101
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
12
K001 A
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744SAH
Prosesskode 2, Hndbok 26 2007Hndbok 185 Eurocode ed. 2011
B500NC (NS 3576-3)
Y-1860-S7 (EN 10138-3)
Standards / provisions:
Execution class:
Reinforcement:
Statens vegvesen
Lidvard Skorpa
ARP SAH
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the Sognefjord
REFERENCES:Drawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A3
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
EXC 3
Concrete:
Mix specification SV-40Durability class MF40Concrete grade B55
Post-tensioning:
Project no.
Issued for client approval
R 5500
565
517
12600
1:100
Tunnel section 1
200
3003000300
380050003800
4 33
5
2 3.0%
1550
6
3 000
Cross tunnel
= 8 m
1:100
3 000
800
R 6300
4600
5 582 5 582
F102
Typical sections
2.
1.
REMARKS:
3.
4.
5.
Solid ballast compartment
Water ballast compartment
Post - cladding fire protection
6. Bridge railing (strength class H2)
Wearing layer (75 mm)
2
Net cross - sectional area Ac = 37,4 m Submerged floating tunnel - General plan and elevationK110.
Normal profilesLandfalls
K101
K112 Submerged floating tunnel - Landfall Lavik
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
12
K001 A
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744SAH
Prosesskode 2, Hndbok 26 2007Hndbok 185 Eurocode ed. 2011
B500NC (NS 3576-3)
Y-1860-S7 (EN 10138-3)
Standards / provisions:
Execution class:
Reinforcement:
Statens vegvesen
Lidvard Skorpa
ARP SAH
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the Sognefjord
REFERENCES:Drawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A3
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
EXC 3
Concrete:
Mix specification SV-40Durability class MF40Concrete grade B55
Post-tensioning:
Project no.
Issued for client approval
2 000
End section
6 000
2 000
500
1:100
4 530
12101000 10001126
300
Grouted
4600 565
462
450050004500
14000
1:100
5
2
3 3
3.0%
1750350035001750
6
1550
1000
6000
R
7000
R
Tunnel section 2
4
3 000
300 300
Horizontal scale
200m 0 200m 400m
1: 10000
K101
General plan and elevationSubmerged floating tunnel
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
12
K001 A
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744SAH
Prosesskode 2, Hndbok 26 2007Hndbok 185 Eurocode ed. 2011
B500NC (NS 3576-3)
Y-1860-S7 (EN 10138-3)
Standards / provisions:
Execution class:
Reinforcement:
Statens vegvesen
Lidvard Skorpa
ARP SAH
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the Sognefjord
REMARKS: REFERENCES:Drawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A3
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
EXC 3
Concrete:
Mix specification SV-40Durability class MF40Concrete grade B55
Post-tensioning:
Project no.
Issued for client approval
Submerged floating tunnel - Mid spanK111
Submerged floating tunnel - Landfall LavikK112
11
Lavik Oppedal
MSL
Elevation
-20 m-12 m
1:10000
12 13 14 15 16 1710987654321 18
1:10000
Horizontal bracing
Closure joints
Plan
Closure joints
R
=
2682
m
Steel pontoon
Concrete tube
A
AB
B
C
C
430150
205205
150205
205
205205
205
205
150
500
205
205
150
500
740
3700
N
K102
Typical sectionsSubmerged floating tunnel
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
Plottedato:
29.11.2
012
Filnavn: L:\offshore_industri\117xx\11744 Kryssing av Sognefjorden - Mulighetsstudie rrbru\Aktiviteter\8 Tegninger og beskrivelse\Tegninger\A3 tegninger\A3 new\K102 - Submerged floating tunnel - Typical sections.dgn
06:2
3:5
4
H
12
K001 A
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744SAH
Prosesskode 2, Hndbok 26 2007Hndbok 185 Eurocode ed. 2011
B500NC (NS 3576-3)
Y-1860-S7 (EN 10138-3)
Standards / provisions:
Execution class:
Reinforcement:
Statens vegvesen
Lidvard Skorpa
ARP SAH
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the Sognefjord
REMARKS: REFERENCES:Drawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A3
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
EXC 3
Concrete:
Mix specification SV-40Durability class MF40Concrete grade B55
Post-tensioning:
Project no.
Issued for client approval
Section A - A Section B - B
1 : 750Sections
Section C - C
Plan CPlan B
1 : 750Plans
Plan A
Submerged floating tunnel - General plan and elevationK101
MSL MSL MSL
C CB BAA
K111
Submerged floating tunnel
Plan and elevationMid span
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
12
K001 A
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744SAH
Prosesskode 2, Hndbok 26 2007Hndbok 185 Eurocode ed. 2011
B500NC (NS 3576-3)
Y-1860-S7 (EN 10138-3)
Standards / provisions:
Execution class:
Reinforcement:
Statens vegvesen
Lidvard Skorpa
ARP SAH
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the Sognefjord
REMARKS: REFERENCES:Drawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A3
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
EXC 3
Concrete:
Mix specification SV-40Durability class MF40Concrete grade B55
Post-tensioning:
Project no.
Issued for client approval
430
150 150
118 10
26400 (min)26
Steel shaft
Concrete tube
Steel pontoon
9
1:2000Elevation
Ship channel
MSL
Min -20 m
Plan 1:2000
Concrete bracing
80
40
12.6
5
K112
1:1000PlanPlanLandfall LavikSubmerged floating tunnel
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
Plottedato:
29.11.2
012
Filnavn: L:\offshore_industri\117xx\11744 Kryssing av Sognefjorden - Mulighetsstudie rrbru\Aktiviteter\8 Tegninger og beskrivelse\Tegninger\A3 tegninger\A3 new\K112 - Submerged floating tunnel - Landfall Lavik - Plan.dgn
06:0
8:5
0
H
12
K001 A
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744SAH
Statens vegvesen
Lidvard Skorpa
ARP SAH
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the SognefjordDrawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A3
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
Project no.
Issued for client approval
1
3
20
7
5
2
142
H
14
12,6
D
E
F
G
F
G
H3
50,5
1
1:250Detail H
Closure joint
Temp. support
14
12,6
E
D
Submerged floating tunnel
K113
Elevation and sectionsLandfall Lavik
1. Temporary jacking point for positioning and locking during grouting
K112 Submerged floating tunnel - Landfall Lavik - PlanK101 Submerged floating tunnel - General plan and elevation F102 Normal profiles - Landfalls - Typical sections
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
12
K001 A
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744SAH
Prosesskode 2, Hndbok 26 2007Hndbok 185 Eurocode ed. 2011
B500NC (NS 3576-3)
Y-1860-S7 (EN 10138-3)
Standards / provisions:
Execution class:
Reinforcement:
Statens vegvesen
Lidvard Skorpa
ARP SAH
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the Sognefjord
REMARKS: REFERENCES:Drawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A3
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
EXC 3
Concrete:
Mix specification SV-40Durability class MF40Concrete grade B55
Post-tensioning:
Project no.
Issued for client approval
Section E - ESection F - F Section D -D1Section G - G
DF E
G
G
E DF
Grouted
Monolitic end joint
Longitudinal section
1:500
Rock cut
11
tunnel
Prefab. landfall element
Temporary bulkhead
M.S.L.
CL
1
1:500
Different cross sections
Detail
1:50
10 638629
5 000
K121
REMARKS:
K110.
1:100 1:100
Axis 1+150 m to 18-150 m
General tube section
Axis 1 to 1+150 m / 17 to 18-150 m
Landfall section
Concrete tubesForm
Typical sections
Concrete tubes - Post-tensioning - Typical sectionsK141
Concrete tubes - Reinforcement layout - Typical sectionsK131
Submerged floating tunnel - Typical sectionsK102
Submerged floating tunnel - General plan and elevationK101
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
12
K001 A
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744SAH
Prosesskode 2, Hndbok 26 2007Hndbok 185 Eurocode ed. 2011
B500NC (NS 3576-3)
Y-1860-S7 (EN 10138-3)
Standards / provisions:
Execution class:
Reinforcement:
Statens vegvesen
Lidvard Skorpa
ARP SAH
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the Sognefjord
REFERENCES:Drawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A3
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
EXC 3
Concrete:
Mix specification SV-40Durability class MF40Concrete grade B55
Post-tensioning:
Project no.
Issued for client approval
3 134
1 000 500
300
1 000
200
1 104
200
5 060
4 741
6 30
0
R 5 500
R
800
800
300
517
500 5002 000500
300 300
500500 5002 000
300 300
CL tu
nnel
CL
road
COG
(var.)
(var.)
VAR.
6 00
0
R
7 00
0
R
CL tu
nnel
CL
road
520
1 0001 000
500
300
3 695
5 000
COG
11 669
1 000
200
1 258
517
1 000
300 200
VAR.
K131
REMARKS:
K110.
1:100 1:100
Lap splices to be fully staggered.Min. lap length for longitudinal reinforcement 32 is 1 200 mm.2.
mm80: Inner face ballast compartments-mm45: Inner face main compartment)-mm70: Outer face-
Concrete cover:1.
kg/m3175: Type 2-kg/m3245: Type 1-
Average reinforcement intensity:3.
Concrete tubesReinforcement layoutTypical sections
Axis 3 to 7 / 12 to 16
Reinforcement layout - Type 2
Axis 1+150 m to 3 / 7 to 12 / 16 to 18 -150 m
Reinforcement layout - Type 1
Concrete tubes - Post-tensioning - Typical sectionsK141
Concrete tubes - Form - Typical sectionsK121
Submerged floating tunnel - Typical sectionsK102
Submerged floating tunnel - General plan and elevationK101
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
12
K001 A
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744SAH
Prosesskode 2, Hndbok 26 2007Hndbok 185 Eurocode ed. 2011
B500NC (NS 3576-3)
Y-1860-S7 (EN 10138-3)
Standards / provisions:
Execution class:
Reinforcement:
Statens vegvesen
Lidvard Skorpa
ARP SAH
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the Sognefjord
REFERENCES:Drawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A3
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
EXC 3
Concrete:
Mix specification SV-40Durability class MF40Concrete grade B55
Post-tensioning:
Project no.
Issued for client approval
16c200 BS
232c200
16c20016c20016c20016c200
16c200
16c200
20c200
25c200
20c200
16c200
16c200
16c200
16c200T-head
716c65
20c200 16c400c40016c200c200
Headed stirrups
16c400c400
25c200
232c200
16c200T-head
16c200 BS
32c200
25c200
32c200
16c400c400
20c200
16c20016c20016c20016c200
16c20016c200
20c200
25c200
16c200
16c200
16c200
16c200T-head
716c65
20c200 16c400c40016c200c200
Headed stirrups
16c200T-head
K132
REMARKS:
K110.
1:100
Lap splices to be fully staggered.Min. lap length for longitudinal reinforcement 32 is 1 200 mm.2.
mm80: Inner face ballast compartments-mm45: Inner face main compartment)-mm70: Outer face-
Concrete cover:1.
Concrete tubesReinforcement layout
kg/m3215: Landfall elements-Average reinforcement intensity:3.
Reinforcement layout - Landfall elements
Landfall section
Concrete tubes - Post-tensioning - Landfall sectionK142
Concrete tubes - Form - Typical sectionsK121
Submerged floating tunnel - Typical sectionsK102
Submerged floating tunnel - General plan and elevationK101
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
12
K001 A
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744SAH
Prosesskode 2, Hndbok 26 2007Hndbok 185 Eurocode ed. 2011
B500NC (NS 3576-3)
Y-1860-S7 (EN 10138-3)
Standards / provisions:
Execution class:
Reinforcement:
Statens vegvesen
Lidvard Skorpa
ARP SAH
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the Sognefjord
REFERENCES:Drawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A3
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
EXC 3
Concrete:
Mix specification SV-40Durability class MF40Concrete grade B55
Post-tensioning:
Project no.
Issued for client approval
16c200 BS
232c200
25c200
16c400c400
25c200
232c200
16c200 16c200 16c200 16c20016c200
16c200
16c200T-head
16c20016c200
16c200
20c20020c200
16c200T-head
25c200
16c200c200Headed stirrups16c400c40020c200
716c65
K141
REMARKS:
K110.
1:100 1:100
Concrete tubes
Typical sections
Axis 1+150 m to 3 / 7 to 12 / 16 to 18-150 m
Post-tensioning layout - Type 1
Axis 3 to 7 / 12 to 16
Post-tensioning layout - Type 2
over 3 segment joints, average cable length is 90 m.using fixed multiplane coulpers. The couplers are staggered Longituinal cables are contiuous and stressed from one end 2.
mm110:- 6-31 tendonsmm 90:- 6-19 tendons
Sheat inner diameter ID:Metal sheats complying with EN 523 shall be used.1.
kN4 210: 6-31 tendons-kN6 860: 6-19 tendons-
exceed 0.95 x Fp0,1k:Maximum stressing force during stressing shall not 4.
Hoop cables are stressed from both ends.3.
1:50
Post-tensioning layout
Detail coupling of longitudinal PT
Concrete tubes - Reinforcement layout - Typical sectionsK131
Concrete tubes - Form - Typical sectionsK121
Submerged floating tunnel - Typical sectionsK102
Submerged floating tunnel - General plan and elevationK101
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
12
K001 A
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744SAH
Prosesskode 2, Hndbok 26 2007Hndbok 185 Eurocode ed. 2011
B500NC (NS 3576-3)
Y-1860-S7 (EN 10138-3)
Standards / provisions:
Execution class:
Reinforcement:
Statens vegvesen
Lidvard Skorpa
ARP SAH
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the Sognefjord
REFERENCES:Drawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A3
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
EXC 3
Concrete:
Mix specification SV-40Durability class MF40Concrete grade B55
Post-tensioning:
Project no.
Issued for client approval
712
PT 6-31
PT 6-19 c 1000
R
6
005
R
6
005
R 68 040
R 68 040 Active 6-19 multiplane anchorActive 6-19 multiplane anchor
1 157
PT 6-31
PT 6-19 c 1000
Active 6-19 multiplane anchorActive 6-19 multiplane anchor
R
6
005
R
6
005
R 68 040
R 68 040
Segment / casting joint
800
Segment i+1Segment i
Outer face 6-19 hoop tendons
Fixed multiplane coupler6-31 tendon
400
288
112
K142
REMARKS:
K110.
1:100
Concrete tubes
Landfall sectionPost-tensioning
over 3 segment joints, average cable length is 90 m.using fixed multiplane coulpers. The couplers are staggered Longituinal cables are contiuous and stressed from one end 2.
mm110:- 6-31 tendonsmm 90:- 6-19 tendons
Sheat inner diameter ID:Metal sheats complying with EN 523 shall be used.1.
kN4 210: 6-31 tendons-kN6 860: 6-19 tendons-
exceed 0.95 x Fp0,1k:Maximum stressing force during stressing shall not 4.
Hoop cables are stressed from both ends.3.
Post-tensioning layout - Landfall elements
Concrete tubes - Reinforcement layout - Landfall sectionK132
Concrete tubes - Form - Typical sectionsK121
Submerged floating tunnel - Typical sectionsK102
Submerged floating tunnel - General plan and elevationK101
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
12
K001 A
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744SAH
Prosesskode 2, Hndbok 26 2007Hndbok 185 Eurocode ed. 2011
B500NC (NS 3576-3)
Y-1860-S7 (EN 10138-3)
Standards / provisions:
Execution class:
Reinforcement:
Statens vegvesen
Lidvard Skorpa
ARP SAH
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the Sognefjord
REFERENCES:Drawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A3
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
EXC 3
Concrete:
Mix specification SV-40Durability class MF40Concrete grade B55
Post-tensioning:
Project no.
Issued for client approval
567
PT 6-19 c 1000
PT 6-31
Active 6-19 multiplane anchor
R
6
605
R
6
605
Active 6-19 multiplane anchor
R 19 072
R 19 072
K143
REMARKS:
K110.
Concrete tubesPost-tensioning
over 3 segment joints, average cable length is 90 m.using fixed multiplane coulpers. The couplers are staggered Longituinal cables are contiuous and stressed from one end 2.
mm110:- 6-31 tendonsmm 90:- 6-19 tendons
Sheat inner diameter ID:Metal sheats complying with EN 523 shall be used.1.
kN4 210: 6-31 tendons-kN6 860: 6-19 tendons-
exceed 0.95 x Fp0,1k:Maximum stressing force during stressing shall not 4.
Hoop cables are stressed from both ends.3.
Element joints
1:100
Section - Element joint
Longitundinal section - Element joint
1:50
Concrete tubes - Post-tensioning - Typical sectionsK141
Concrete tubes - Reinforcement layout - Typical sectionsK131
Concrete tubes - Form - Typical sectionsK121
Submerged floating tunnel -Typical sectionsK102
Submerged floating tunnel - General plan and elevationK101
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
12
K001 A
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744SAH
Prosesskode 2, Hndbok 26 2007Hndbok 185 Eurocode ed. 2011
B500NC (NS 3576-3)
Y-1860-S7 (EN 10138-3)
Standards / provisions:
Execution class:
Reinforcement:
Statens vegvesen
Lidvard Skorpa
ARP SAH
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the Sognefjord
REFERENCES:Drawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A3
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
EXC 3
Concrete:
Mix specification SV-40Durability class MF40Concrete grade B55
Post-tensioning:
Project no.
Issued for client approval
Element i+1Element i
Submerged floating tunnel
F101
Tunnel section 1
K110.
Pivot launching sequence
= 0.5qStart rotation 1 = 0.2qApproaching 2 = 0qFinal position 3 Continuity cast4
1: 2000
1: 5000
Element key plan
P Permanent shaft
T Temporary shaft
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
12
K001 A
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744SAH
Statens vegvesen
Lidvard Skorpa
ARP SAH
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the SognefjordDrawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A3
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
Project no.
Issued for client approval
P
T
P
P
P
P
P
PP
P
T
T
T
T
T
T
T
T
T
P
P
P
P
P
P
P
PP
Tunnel elem
ent n
1
Tunnel ele
ment n
2
Tunnel elem
ent n
3
Tunnel ele
ment
n 4
Tunnel ele
ment n
5
Tunnel element n
6Tunnel element n 7
L =
268,17
m
L =
308,7
3 m
L =
308,73
m
L =
264,66
m
L = 308,73
m
L = 308,73 m
L = 264,74 m
L =
228,45
m
Landfall ele
ment
2. Temporary bulkhead
1. Temporary shaft OD 8000mm
3. Sliding support beam (pivot launching)
K202
Isometric viewLandfall element LavikSubmerged floating tunnel
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
Plottedato:
29.11.2
012
Filnavn: L:\offshore_industri\117xx\11744 Kryssing av Sognefjorden - Mulighetsstudie rrbru\Aktiviteter\8 Tegninger og beskrivelse\Tegninger\A3 tegninger\A3 new\K202 Submerged floating tunnel - Landfall element Lavik - Isometric view.dgn
03:4
1:4
3
H
12
K001 A
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744SAH
Prosesskode 2, Hndbok 26 2007Hndbok 185 Eurocode ed. 2011
B500NC (NS 3576-3)
Y-1860-S7 (EN 10138-3)
Standards / provisions:
Execution class:
Reinforcement:
Statens vegvesen
Lidvard Skorpa
ARP SAH
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the Sognefjord
REMARKS: REFERENCES:Drawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A3
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
EXC 3
Concrete:
Mix specification SV-40Durability class MF40Concrete grade B55
Post-tensioning:
Project no.
Issued for client approval
2
2 3
1
1
1
1
2. Temporary bulkhead
1. Temporary shaft OD 8000mm
3. Sliding support beam (pivot launching)
4. Access / escape tunnel
K203
Isometric viewTunnel element N 1Submerged floating tunnel
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
Plottedato:
29.11.2
012
Filnavn: L:\offshore_industri\117xx\11744 Kryssing av Sognefjorden - Mulighetsstudie rrbru\Aktiviteter\8 Tegninger og beskrivelse\Tegninger\A3 tegninger\A3 new\K203 - Submerged floating tunnel - Tunnel element no 1 - Isometric view.dgn
03:4
3:3
3
H
12
K001 A
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744SAH
Prosesskode 2, Hndbok 26 2007Hndbok 185 Eurocode ed. 2011
B500NC (NS 3576-3)
Y-1860-S7 (EN 10138-3)
Standards / provisions:
Execution class:
Reinforcement:
Statens vegvesen
Lidvard Skorpa
ARP SAH
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the Sognefjord
REMARKS: REFERENCES:Drawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A3
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
EXC 3
Concrete:
Mix specification SV-40Durability class MF40Concrete grade B55
Post-tensioning:
Project no.
Issued for client approval
1
2
2
3
1
1
1
Floating sequencesSubmerged floating tunnel
K211
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
Plottedato:
29.11.2
012
Filnavn: L:\offshore_industri\117xx\11744 Kryssing av Sognefjorden - Mulighetsstudie rrbru\Aktiviteter\8 Tegninger og beskrivelse\Tegninger\A3 tegninger\A3 new\Floating phases.dgn
06:12:4
5
H
12
K001 A
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744SAH
Prosesskode 2, Hndbok 26 2007Hndbok 185 Eurocode ed. 2011
B500NC (NS 3576-3)
Y-1860-S7 (EN 10138-3)
Standards / provisions:
Execution class:
Reinforcement:
Statens vegvesen
Lidvard Skorpa
ARP SAH
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the Sognefjord
REMARKS: REFERENCES:Drawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A3
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
EXC 3
Concrete:
Mix specification SV-40Durability class MF40Concrete grade B55
Post-tensioning:
Project no.
Issued for client approval
1. Test submergence
Displacement : 76000 tonnesDraft : 35 metersG.M : 2.1 meters Solid ballast : 30 - 35 m
2
Water ballast : 7 m2
2. Tow to site
Displacement : 71000 tonnesDraft : 2 metersG.M : 0.8 meters Solid ballast : 30 - 35 m
2
Water ballast : 7 m2
3. Element assembly
Displacement : 341000 tonnesDraft : 12.6 metersG.M : 1.0 meters Solid ballast : 30 - 35 m
2
Water ballast : 7 m2
6. Test submergence
Displacement : 1050000 tonnesDraft : 32 metersG.M : > 30 meters Solid ballast : 30 - 35 m
2
Water ballast : 7 m2
5. In place installation
Displacement : 1050000 tonnesDraft : 32 metersG.M : > 30 meters Solid ballast : 30 - 35 m
2
Water ballast : 7 m2
4. Tunnel assembly
Displacement : 353000 tonnesDraft : 32 metersG.M : 1.7 meters Solid ballast : 30 - 35 m
2
Water ballast : 7 m2
Cross sections 1:750
Submerged floating tunnel - General plan and elevationK101
MSL MSL MSL
MSLMSLMSL
Y101
Jetty and outrigger supportJointing of elementsConstruction sequences
1:2000Plan
A
A
B
B
Access road
Access road
Barge Wire bracing
Jetty
1:1000Section A - A : Jetty
MSL
MSL
1:1000Section B - B : Outrigger support
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
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03:5
0:0
4
H
12
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744
Statens vegvesen
Lidvard Skorpa
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the SognefjordDrawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A3
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
Project no.
Issued for client approval
1000m0 500m250m
Horizontal Scale 1:25000
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
Plottedato:
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06:36:2
1
Filnavn: L:\offshore_industri\117xx\11744 Kryssing av Sognefjorden - Mulighetsstudie rrbru\Aktiviteter\8 Tegninger og beskrivelse\Tegninger\A3 tegninger\A3 new\Y102 Construction sequences - Jointing of elements 1.dgn
1 2 3 4 5 6 7 8
Y10210 11
H
12
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744
Statens vegvesen
Lidvard Skorpa
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the SognefjordDrawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A3
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
Project no.
Issued for client approval
A
B
C
D
E
F
G
9
Remarks
A
1
2
Tunnel, length = 1200m
B Tunnel, length = 1200m
Quay, see drawing Y101
Barge, see drawing Y101
Jointing of elements 1Construction sequences
Step 1
Sea Land
1 2
Step 2
Sea Land
A
Step 3
Sea Land
B
A
N
1000m0 500m250m
Horizontal Scale 1:25000Remarks
A
1
2
Tunnel, length = 1200m
B Tunnel, length = 1200m
C Tunnel, length = 1200m
Y103
Jointing of elements 2Construction sequences
Quay, see drawing Y101
Barge, see drawing Y101
Step 4
Sea Land
A
C
B
Step 5
Sea Land
Tow to site
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
12
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744
Statens vegvesen
Lidvard Skorpa
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the SognefjordDrawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A3
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
Project no.
Issued for client approval
N
Y104
Towing of tunnelConstruction sequences
ASAHSAHARP
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11
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B
C
D
E
F
G
H
A
B
C
D
E
F
G
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04:2
8:3
8
H
12
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744
Prosesskode 2, Hndbok 26 2007Hndbok 185 Eurocode ed. 2011
B500NC (NS 3576-3)
Y-1860-S7 (EN 10138-3)
Standards / provisions:
Execution class:
Reinforcement:
Statens vegvesen
Lidvard Skorpa
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the SognefjordDrawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A3
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
EXC 3
Concrete:
Mix specification SV-40Durability class MF40Concrete grade B55
Post-tensioning:
Project no.
Issued for client approval
1
Oppedal
Lavik
Joint
Joint
B
A
2
3
45
2000m0 1000m500m
Horizontal Scale 1:50000
N
2.
1. Pontoons are installed after the tunnel has been installed
tonnes:Total weight of pontoon
Y105 ASAHSAHARP
Pontoon InstallationConstruction sequences
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11
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B
C
D
E
F
G
H
A
B
C
D
E
F
G
Plottedato:
29.11.2
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Filnavn: L:\offshore_industri\117xx\11744 Kryssing av Sognefjorden - Mulighetsstudie rrbru\Aktiviteter\8 Tegninger og beskrivelse\Tegninger\A3 tegninger\A3 new\Y107 Pontoon installation.dgn
06:0
0:26
H
12
Rev. Approved Rev. date
File no.
Drawing date
Project number
PROF number
File number
Approved by
A SAH 2012-11-28
-
-
-
-
-
-
As shown
11744
Prosesskode 2, Hndbok 26 2007Hndbok 185 Eurocode ed. 2011
B500NC (NS 3576-3)
Y-1860-S7 (EN 10138-3)
Standards / provisions:
Execution class:
Reinforcement:
Statens vegvesen
Lidvard Skorpa
ARP SAH
2011145371
Region vest
Feasibilitystudy for crossing the Sognefjord
REMARKS: REFERENCES:Drawn by Checked
Lavik - OppedalConcept development of Submerged Floating Tunnel
Drawn by Checked by
Scale A3
Building code
Originator:
Client rep.
Produced for
Description
Revision indexDrawing number /
EXC 3
Concrete:
Mix specification SV-40Durability class MF40Concrete grade B55
Post-tensioning:
Project no.
Issued for client approval
1:1000Pontoon installation
1:1000Final position
MSL MSL
A101 FrontpageA102 Drawing listB101 Sognefjord SFT crossing - OverviewB102 Sognefjord SFT crossing - Navigation channelF101 Normal profiles - Submerged floating tunnel - Typical sectionsF102 Normal profiles - Landfalls - Typical sectionsK101 Submerged floating tunnel - General plan and elevationK102 Submerged floating tunnel - Typical sectionsK111 Submerged floating tunnel - Mid span - Plan and elevationK112 Submerged floating tunnel - Landfall Lavik - PlanK113 Sub floating tunnel - Landfall Lavik - Elevation and sectionsK121 Concrete tubes - Form - Typical sectionsK131 Concrete tubes - Reinforcement layout - Typical sectionsK132 Concrete tubes - Reinforcement layout - Landfall sectionK141 Concrete tubes - Post-tensioning - Typical sectionsK142 Concrete tubes - Post-tensioning - Landfall sectionK143 Concrete tubes - Post-tensioning - Element jointsK201 Submerged floating tunnel - Element key planK202 Submerged floating tunnel - Landfall element Lavik - Isometric viewK203 Submerged floating tunnel - Tunnel element no 1 - Isometric viewK211 Submerged floating tunnel - Floating sequencesY102 Construction sequences - Jointing of elements 1Y103 Construction sequences - Jointing of elements 2Y104 Construction sequences - Towing of tunnelY105 Construction sequences - Pontoon Installation