Submerged Floating Tunnel

Transcription

Technical drawings
Project:
Parcel:
Feasibility study for crossing the Sognefjord
Submerged floating tunnel Lavik - Oppedal
Kvinnherad Municipality
Technical data
Sognefjorden
From - to profile
:
0 - 4083
Sizing class:
:
S4
Speed limit
:
80 km/t
E 39
Lavik
Traffic basis (ADT) :
4000 year 2032
Oppedal
N
Statens vegvesen
2000m 0
Scale
2000m
4000m
1:200000
Region West
1. Draft November 2012
Drawing list
Project:
Statens vegvesen
Page 1 of 2
Feasibility study for crossing the Sognejord
List no.
Concept development of submerged floating tunnel
Revision
SFT Lavik - Oppedal
Tegn.nr.
Title
Drawing
Revision
date
Index
A101
Frontpage
28.11.2012
A
A102
Drawing list
28.11.2012
A
28.11.2012
A
28.11.2012
A
28.11.2012
A
28.11.2012
A
B101
Sognefjord SFT crossing - Overview
B102
Sognefjord SFT crossing - Navigation channel
F101
Normal profiles - Submerged floating tunnel - Typical sections
F102
Normal profiles - Landfalls - Typical sections
28.11.2012
A
K101
Submerged floating tunnnel - General plan and elevation
28.11.2012
A
K102
Submerged floating tunnnel - Typical sections
28.11.2012
A
K111
Submerged floating tunnnel - Mid span
28.11.2012
A
K112
Submerged floating tunnnel - Landfall Lavik
K113
Submerged floating tunnnel - Landfall Lavik - Elevation and sections
28.11.2012
A
28.11.2012
A
K121
Concrete tubes - Form - Typical sections
28.11.2012
A
K131
Concrete tubes - Reinforcement layout - Typical sections
28.11.2012
A
K132
Concrete tubes - Reinforcement layout - Landfall section
28.11.2012
A
K133
Concrete tubes - Reinforcement layout - Bracings and cross tunnels
28.11.2012
A
K141
Concrete tubes - Post tensioning - Typical sections
28.11.2012
A
K142
Concrete tubes - Post tensioning - Landfall section
28.11.2012
A
K143
Concrete tubes - Element joints
28.11.2012
A
K201
Submerged floating tunnel - Element key plan
28.11.2012
A
K202
Submerged floating tunnel - Landfall element Lavik - Isometric view
28.11.2012
A
K203
Submerged floating tunnel - Tunnel element nº 1 - Isometric view
28.11.2012
A
K211
Submerged floating tunnel - Floating sequences
28.11.2012
A
Y101
Construction sequence - Jointing of elements - Jetty and outrigger support
28.11.2012
A
Y102
Construction sequences - Jointing of elements 1
28.11.2012
A
Y103
Construction sequences - Jointing of elements 2
28.11.2012
A
Y104
Construction sequences - Towing of tunnel
28.11.2012
A
Y105
Construction sequences - Pontoon installation
28.11.2012
A
Date
Remarks
1
28.11.2012
Sognefjorden
Oppedal
250m
0
500m
Horizontal Scale
A
Rev.
N
Lavik
1000m
1:25000
ARP
Issued for client approval
SAH
SAH
2012-11-28
Drawn by Checked Approved
Description
Feasibilitystudy for crossing the Sognefjord
File no.
Statens vegvesen
Concept development of Submerged Floating Tunnel
Rev. date
2011145371
Drawing date
-
-
Client rep.
Lidvard Skorpa
Produced for
Region vest
Originator:
Lavik - Oppedal
Project number
Sognefjord SFT crossing
PROF number
Overview
File number
Sea bed equidistance: 200m
Building code
Scale A1
Drawn by
Checked by
Approved by
Project no.
ARP
SAH
SAH
11744
Drawing number /
Revision index
As shown
B101
K001
A
24
00
m
Sognefjorden
#
(20)
Oppedal
31
83
.
24
m
Lavik
R
3
0
0
0
m
3
0
250m
0
500m
Horizontal Scale
A
Rev.
N
=
1000m
1:25000
ARP
SAH
SAH
2012-11-28
Description
File no.
Statens vegvesen
Rev. date
2011145371
Drawing date
-
-
Client rep.
Lidvard Skorpa
Produced for
Region vest
Originator:
Lavik - Oppedal
Project number
Sognefjord SFT crossing
PROF number
Navigation channel
Suggested main ship routing based on Norvegian Coastal Directorate’s fairlead recommendations.
File number
Sea bed equidistance: 200m
Building code
Scale A1
Drawn by
Checked by
Approved by
Project no.
ARP
SAH
SAH
11744
Drawing number /
Revision index
As shown
B102
K001
A
1
2
3
4
5
6
7
8
9
10
11
12
A
A
B
B
200
1
5
5
0
0
0
3
R6
C
5
C
4600
0
0
5
R5
5
6
5
6
3 000
%
0
.
3
3 000
2
D
D
4
3
3
80
0
3000
300
517
300
E
E
=8m
3800
5000
3800
12600
F
F
Cross tunnel
Tunnel section 1
1:100
1:100
G
G
REMARKS:
REFERENCES:
A
Standards / provisions:
Hndbok 185 Eurocode ed. 2011
1.
Rev.
ARP
Submerged floating tunnel - General plan and elevation
K101
Net cross - sectional area Ac = 37,4 m
File no.
Wearing layer (75 mm)
3.
Solid ballast compartment
EXC 3
Submerged floating tunnel - Mid span
K111
Statens vegvesen
Concrete:
Concrete grade B55
Durability class MF40
Water ballast compartment
6.
Bridge railing (strength class H2)
Submerged floating tunnel
2
4
5
6
7
8
9
Region vest
Originator:
Building code
Y-1860-S7 (EN 10138-3)
3
Produced for
File number
Typical sections
Post-tensioning:
1
K110.
Lidvard Skorpa
PROF number
B500NC (NS 3576-3)
Post - cladding fire protection
Rev. date
-
-
Client rep.
Project number
Normal profiles
Reinforcement:
5.
2012-11-28
Lavik - Oppedal
Mix specification SV-40
4.
H
SAH
2011145371
Drawing date
Execution class:
2.
SAH
Description
Prosesskode 2, Hndbok 26 2007
2
Scale A3
10
Drawn by
Checked by
Approved by
Project no.
ARP
SAH
SAH
11744
11
Drawing number /
Revision index
-
H
As shown
F101
K001
12
A
1
2
3
4
5
6
7
8
9
10
11
12
A
A
Grouted
0
0
0
7
B
B
R
0
5
5
1
0
0
0
6
R
0
5
7
1
C
0
5
7
1
0
0
5
3
0
0
5
3
C
4600
5
5
6
5
6
1000
1210
4 530
D
300
2 000
%
0
.
3
2
6 000
D
300
300
500
4
5 582
5 582
1126 1000
3
2 000
10
00
3
3 000
E
462
E
4500
5000
4500
14000
F
F
End section
Tunnel section 2
1:100
1:100
G
G
REMARKS:
REFERENCES:
A
1.
Rev.
ARP
K101
Net cross - sectional area Ac = 37,4 m
File no.
Wearing layer (75 mm)
3.
Solid ballast compartment
EXC 3
Submerged floating tunnel - Landfall Lavik
K112
Statens vegvesen
Concrete:
Concrete grade B55
Water ballast compartment
6.
Bridge railing (strength class H2)
2
4
5
6
7
8
9
Region vest
Originator:
Building code
Y-1860-S7 (EN 10138-3)
3
Produced for
File number
Typical sections
Post-tensioning:
1
K110.
Lidvard Skorpa
PROF number
Landfalls
B500NC (NS 3576-3)
Post - cladding fire protection
Rev. date
-
-
Client rep.
Project number
Normal profiles
Reinforcement:
5.
2012-11-28
Lavik - Oppedal
4.
H
SAH
2011145371
Drawing date
Execution class:
2.
SAH
Description
2
Scale A3
10
Drawn by
Checked by
Approved by
Project no.
ARP
SAH
SAH
11744
11
Drawing number /
Revision index
-
H
As shown
F102
K001
12
A
1
2
3
4
5
6
7
8
9
10
11
12
A
A
Elevation 1:10000
Lavik
Oppedal
2
1
B
3
4
5
6
7
8
9
10
-12 m
11
12
13
14
15
16
17
18
MSL
-20 m
B
C
C
Plan 1:10000
A
B
430
0
5
1
D
5
0
2
1
5
0
D
2
0
5
2
0
5
5
0
2
2
0
5
5
0
2
20
5
5
20
B
R=
268
2m
A
5
20
Steel pontoon
0
15
740
E
Concrete tube
0
50
20
5
15
0
E
50
0
Horizontal bracing
C
F
F
Closure joints
Closure joints
3700
200m
0
200m
400m
Horizontal scale
N
C
1: 10000
G
G
REMARKS:
REFERENCES:
A
Rev.
ARP
SAH
SAH
2012-11-28
Description
Rev. date
K111
Submerged floating tunnel - Mid span
File no.
K112
Submerged floating tunnel - Landfall Lavik
2011145371
Drawing date
Execution class:
EXC 3
Statens vegvesen
Concrete:
Concrete grade B55
Client rep.
Lidvard Skorpa
Produced for
Region vest
Originator:
Lavik - Oppedal
Project number
H
General plan and elevation
Reinforcement:
B500NC (NS 3576-3)
PROF number
File number
Post-tensioning:
Building code
Y-1860-S7 (EN 10138-3)
1
2
3
4
5
6
7
8
9
-
-
Scale A3
10
Drawn by
Checked by
Approved by
Project no.
ARP
SAH
SAH
11744
11
Drawing number /
Revision index
-
H
As shown
K101
K001
12
A
1
2
3
4
5
6
7
8
9
10
11
12
A
A
Sections
1 : 750
MSL
MSL
MSL
B
B
C
C
Section A - A
Section B - B
Section C - C
Plans
1 : 750
D
D
E
E
A
A
B
B
C
C
F
F
G
G
Plan A
Plan B
REMARKS:
Plan C
REFERENCES:
A
Rev.
ARP
SAH
SAH
2012-11-28
Description
Rev. date
K101
File no.
EXC 3
Statens vegvesen
Concrete:
Concrete grade B55
Pl
ottedat2
o9
:.
1
1.
201
2
H
2011145371
Drawing date
Execution class:
Client rep.
Lidvard Skorpa
Produced for
Region vest
Originator:
Lavik - Oppedal
Project number
Reinforcement:
B500NC (NS 3576-3)
PROF number
Typical sections
File number
06:
23:
54
Post-tensioning:
Building code
Y-1860-S7 (EN 10138-3)
Filnavn:
1
Scale A3
L:\offshore_industri\117xx\11744 Kryssing av Sognefjorden - Mulighetsstudie rłrbru\Aktiviteter\8 Tegninger og beskrivelse\Tegninger\A3 tegninger\A3 new\K102 - Submerged floating tunnel - Typical sections.dgn
2
3
4
5
6
7
8
9
-
-
10
Drawn by
Checked by
Approved by
Project no.
ARP
SAH
SAH
11744
11
Drawing number /
Revision index
-
H
As shown
K102
K001
12
A
1
2
3
4
5
6
7
8
9
10
11
12
A
A
8
10
9
11
B
B
26
400 (min)
26
Ship channel
Steel pontoon
Steel shaft
MSL
Min -20 m
C
C
Concrete tube
Elevation 1:2000
D
D
430
1
5
0
12.
6
0
5
1
E
5
E
F
F
80
40
Concrete bracing
Plan 1:2000
G
G
REMARKS:
REFERENCES:
A
Rev.
ARP
SAH
SAH
2012-11-28
Description
Rev. date
File no.
EXC 3
Statens vegvesen
Concrete:
Concrete grade B55
5
6
7
8
9
Region vest
Originator:
Building code
Y-1860-S7 (EN 10138-3)
4
Produced for
File number
Plan and elevation
Post-tensioning:
3
Lidvard Skorpa
PROF number
Mid span
B500NC (NS 3576-3)
2
Client rep.
Project number
Reinforcement:
1
-
-
Lavik - Oppedal
H
2011145371
Drawing date
Execution class:
Scale A3
10
Drawn by
Checked by
Approved by
Project no.
ARP
SAH
SAH
11744
11
Drawing number /
Revision index
-
H
As shown
K111
K001
12
A
1
2
3
4
5
6
7
8
9
10
11
12
A
A
Closure joint
0
2
H
3
7
5
H
,6
2
1
14
B
12,
6
0,5
B
1
2
4
1
2
Temp. support
C
C
1
5
4
1
Detail H
1:250
D
D
3
D
E
F
E
E
D
G
E
F
F
F
G
G
G
A
Rev.
ARP
SAH
File no.
2012-11-28
Statens vegvesen
Pl
ottedat2
o9
:.
1
1.
201
2
Rev. date
2011145371
Drawing date
H
SAH
Description
-
-
Client rep.
Lidvard Skorpa
Produced for
Region vest
Originator:
Lavik - Oppedal
Project number
PROF number
Plan 1:1000
Landfall Lavik
File number
06:
08:
50
Plan
Building code
Scale A3
Filnavn:
1
L:\offshore_industri\117xx\11744 Kryssing av Sognefjorden - Mulighetsstudie rłrbru\Aktiviteter\8 Tegninger og beskrivelse\Tegninger\A3 tegninger\A3 new\K112 - Submerged floating tunnel - Landfall Lavik - Plan.dgn
2
3
4
5
6
7
8
9
10
Drawn by
Checked by
Approved by
Project no.
ARP
SAH
SAH
11744
11
Drawing number /
Revision index
-
H
As shown
K112
K001
12
A
1
2
3
4
5
6
7
8
9
A
10
11
12
A
1
Monolitic end joint
M.S.L.
G
F
E
D
Rock cut
Grouted
B
B
C tunnel
L
Prefab. landfall element
1
1
Temporary bulkhead
C
C
G
F
E
D
D
D
Longitudinal section
1:500
E
E
F
F
Section G - G
Section F - F
1
Section E - E
Section D -D
Detail
1:50
Different cross sections
1:500
G
REMARKS:
G
REFERENCES:
A
1.
Rev.
ARP
Temporary jacking point for positioning and locking during grouting
F102
Normal profiles - Landfalls - Typical sections
K101
Execution class:
K112
Submerged floating tunnel - Landfall Lavik - Plan
EXC 3
File no.
Statens vegvesen
Concrete grade B55
Rev. date
Landfall Lavik
7
8
9
Region vest
Originator:
Building code
Y-1860-S7 (EN 10138-3)
6
Produced for
File number
Elevation and sections
Post-tensioning:
5
Lidvard Skorpa
PROF number
B500NC (NS 3576-3)
4
-
-
Client rep.
Project number
Reinforcement:
3
2012-11-28
Lavik - Oppedal
H
2
SAH
2011145371
Drawing date
Concrete:
1
SAH
Description
Scale A3
10
Drawn by
Checked by
Approved by
Project no.
ARP
SAH
SAH
11744
11
Drawing number /
Revision index
-
H
As shown
K113
K001
12
A
1
2
3
4
5
6
7
8
9
10
11
12
B
B
R
300
3 695
300
E
500
2 000
1 258
517
5 000
500
200
500 500
200
1 104
300
0
0
0
517
(
var
.
)
3 134
300
(
var
.
)
1 000
1
4 741
1 000
300 500
2 000
200
500 500
D
VAR.
0
0
8
E
COG
VAR.
300
300
C
R
9
6
16
1
500
1 000
R
0
0
0
0
00
6
1 000
520
COG
8
3
06
1
300
200
1 000
5
0
50
7
oad
CL r
oad
CL r
R
5 060
D
6
0
0
3
800
629
C
CL t
unnel
A
CL t
unnel
A
5 000
F
F
General tube section
Landfall section
Axis 1+150 m to 18-150 m
Axis 1 to 1+150 m / 17 to 18-150 m
1:100
1:100
G
G
REMARKS:
REFERENCES:
A
Rev.
ARP
SAH
SAH
2012-11-28
Description
Rev. date
K101
K102
Submerged floating tunnel - Typical sections
K131
K141
Concrete tubes - Post-tensioning - Typical sections
File no.
EXC 3
Statens vegvesen
Concrete:
Concrete grade B55
5
6
7
8
9
Region vest
Originator:
Building code
Y-1860-S7 (EN 10138-3)
4
Produced for
File number
Typical sections
Post-tensioning:
3
Lidvard Skorpa
PROF number
Form
B500NC (NS 3576-3)
2
K110.
Client rep.
Project number
Concrete tubes
Reinforcement:
1
-
-
Lavik - Oppedal
H
2011145371
Drawing date
Execution class:
Scale A3
10
Drawn by
Checked by
Approved by
Project no.
ARP
SAH
SAH
11744
11
Drawing number /
Revision index
-
H
As shown
K121
K001
12
A
1
2
3
4
5
6
7
8
9
10
11
12
A
A
B
B
ł25c200
ł25c200
ł16c400c400
2ł32c200
2ł32c200
C
ł32c200
ł32c200
ł16c200
ł16c200
ł16c200 ł16c200
ł16c200
ł16c400c400
ł16c200 ł16c200
ł16c200
C
ł16c200
ł16c200
D
D
ł16c200
ł16c200
ł16c200
ł16c200 BS
ł16c200
ł16c200
ł16c200
ł16c200
ł16c200
ł16c200 BS
ł16c200
T-head
ł16c200
T-head
ł20c200
ł20c200
E
ł20c200
ł20c200
ł16c200
T-head
ł25c200
7ł16c65
ł16c200
T-head
ł25c200
E
7ł16c65
ł20c200
ł16c400c400
ł16c200c200
Headed stirrups
ł20c200
ł16c400c400
ł16c200c200
Headed stirrups
F
F
Reinforcement layout - Type 1
Reinforcement layout - Type 2
Axis 1+150 m to 3 / 7 to 12 / 16 to 18 -150 m
Axis 3 to 7 / 12 to 16
1:100
1:100
G
G
REMARKS:
REFERENCES:
A
Rev.
ARP
SAH
SAH
2012-11-28
Description
Rev. date
K101
3. Average reinforcement intensity:
1. Concrete cover:
- Outer face
: 70 mm
- Type 1
: 245 kg/m3
K102
- Inner face main compartment)
: 45 mm
- Type 2
: 175 kg/m3
K121
K141
EXC 3
Statens vegvesen
Concrete grade B55
Reinforcement layout
4
5
6
7
8
9
Produced for
Region vest
Originator:
File number
Typical sections
Building code
Y-1860-S7 (EN 10138-3)
3
Lidvard Skorpa
PROF number
B500NC (NS 3576-3)
Post-tensioning:
2
K110.
Client rep.
Project number
Concrete tubes
Reinforcement:
Lap splices to be fully staggered.
1
-
-
Lavik - Oppedal
2. Min. lap length for longitudinal reinforcement ł32 is 1 200 mm.
2011145371
Drawing date
Concrete:
- Inner face ballast compartments : 80 mm
H
File no.
Execution class:
Scale A3
10
Drawn by
Checked by
Approved by
Project no.
ARP
SAH
SAH
11744
11
Drawing number /
Revision index
-
H
As shown
K131
K001
12
A
1
2
3
4
5
6
7
8
9
10
11
12
A
A
B
B
ł25c200
ł16c400c400
ł25c200
C
C
2ł32c200
2ł32c200
D
D
ł16c200
ł16c200
ł16c200
ł16c200
ł16c200
ł16c200
ł16c200
ł16c200
ł16c200
ł16c200
T-head
ł16c200 BS
E
E
ł20c200
ł20c200
ł16c200
T-head
ł25c200
7ł16c65
F
ł20c200
ł16c400c400
ł16c200c200
Headed stirrups
F
Reinforcement layout - Landfall elements
1:100
G
G
REMARKS:
REFERENCES:
A
Rev.
ARP
SAH
SAH
2012-11-28
Description
Rev. date
K101
3. Average reinforcement intensity:
1. Concrete cover:
- Landfall elements :215
K102
kg/m3
- Outer face
: 70 mm
- Inner face main compartment)
: 45 mm
K121
- Inner face ballast compartments : 80 mm
K142
Concrete tubes - Post-tensioning - Landfall section
EXC 3
Statens vegvesen
Concrete:
Concrete grade B55
2. Min. lap length for longitudinal reinforcement ł32 is 1 200 mm.
4
5
6
7
8
9
Lidvard Skorpa
Produced for
Region vest
Originator:
PROF number
B500NC (NS 3576-3)
Reinforcement layout
File number
Landfall section
Building code
Y-1860-S7 (EN 10138-3)
3
K110.
Client rep.
Project number
Concrete tubes
Reinforcement:
Post-tensioning:
2
-
-
Lavik - Oppedal
Lap splices to be fully staggered.
1
2011145371
Drawing date
H
File no.
Execution class:
Scale A3
10
Drawn by
Checked by
Approved by
Project no.
ARP
SAH
SAH
11744
11
Drawing number /
Revision index
-
H
As shown
K132
K001
12
A
1
2
3
4
5
6
7
8
9
10
11
12
Segment / casting joint
A
A
Segment i+1
Segment i
Outer face
112
400
800
288
6-19 hoop tendons
B
B
Fixed multiplane coupler
6-31 tendon
Detail coupling of longitudinal PT
1:50
C
C
PT 6-19 c 1000
PT 6-19 c 1000
7
15
1
2
71
PT 6-31
PT 6-31
E
R 6 005
R 6 005
E
R 6 005
D
R 6 005
D
Active 6-19 multiplane anchor
R 68 040
R 68 040
R 68 040
F
R 68 040
F
Post-tensioning layout - Type 1
Post-tensioning layout - Type 2
Axis 1+150 m to 3 / 7 to 12 / 16 to 18-150 m
Axis 3 to 7 / 12 to 16
G
G
1:100
1:100
REMARKS:
REFERENCES:
A
Rev.
ARP
SAH
SAH
2012-11-28
Description
Rev. date
1. Metal sheats complying with EN 523 shall be used.
K101
3. Hoop cables are stressed from both ends.
K102
Sheat inner diameter ID:
H
- 6-19 tendons
:
90
mm
- 6-31 tendons
: 110
mm
4. Maximum stressing force during stressing shall not
K121
K131
EXC 3
Statens vegvesen
Concrete grade B55
- 6-19 tendons
: 6 860 kN
- 6-31 tendons
: 4 210 kN
Reinforcement:
3
5
6
7
8
9
Lidvard Skorpa
Produced for
Region vest
Originator:
PROF number
Post-tensioning layout
File number
Typical sections
Building code
Y-1860-S7 (EN 10138-3)
4
K110.
Client rep.
Project number
Concrete tubes
Post-tensioning:
2
-
-
Lavik - Oppedal
B500NC (NS 3576-3)
over 3 segment joints, average cable length is 90 m.
2011145371
Drawing date
using fixed multiplane coulpers. The couplers are staggered
1
File no.
Execution class:
Concrete:
exceed 0.95 x Fp0,1k:
2. Longituinal cables are contiuous and stressed from one end
Scale A3
10
Drawn by
Checked by
Approved by
Project no.
ARP
SAH
SAH
11744
11
Drawing number /
Revision index
-
H
As shown
K141
K001
12
A
1
2
3
4
5
6
7
8
9
10
11
12
A
A
B
B
PT 6-19 c 1000
7
56
PT 6-31
C
D
D
E
E
R 19 072
F
R 19 072
R 6 60
5
5
R 6 60
C
F
Post-tensioning layout - Landfall elements
1:100
G
G
REMARKS:
REFERENCES:
A
Rev.
ARP
SAH
SAH
2012-11-28
Description
Rev. date
K101
K102
H
- 6-19 tendons
:
90
mm
- 6-31 tendons
: 110
mm
K121
K132
Concrete tubes - Reinforcement layout - Landfall section
EXC 3
Statens vegvesen
Concrete grade B55
- 6-19 tendons
: 6 860 kN
- 6-31 tendons
: 4 210 kN
Reinforcement:
3
5
6
7
8
9
Lidvard Skorpa
Produced for
Region vest
Originator:
PROF number
Post-tensioning
File number
Landfall section
Building code
Y-1860-S7 (EN 10138-3)
4
K110.
Client rep.
Project number
Concrete tubes
Post-tensioning:
2
-
-
Lavik - Oppedal
B500NC (NS 3576-3)
2011145371
Drawing date
1
File no.
Execution class:
Concrete:
Scale A3
10
Drawn by
Checked by
Approved by
Project no.
ARP
SAH
SAH
11744
11
Drawing number /
Revision index
-
H
As shown
K142
K001
12
A
1
2
3
Element i
A
4
5
6
7
8
9
10
11
12
Element i+1
A
B
B
C
C
Longitundinal section - Element joint
1:50
D
D
E
E
F
F
Section - Element joint
G
G
1:100
REMARKS:
REFERENCES:
A
Rev.
ARP
SAH
SAH
2012-11-28
Description
Rev. date
K101
K102
H
- 6-19 tendons
:
90
mm
- 6-31 tendons
: 110
mm
Submerged floating tunnel -Typical sections
K121
K131
: 6 860 kN
- 6-31 tendons
: 4 210 kN
K141
EXC 3
Statens vegvesen
Concrete grade B55
3
5
6
7
8
9
Produced for
Region vest
Originator:
File number
Element joints
Building code
Y-1860-S7 (EN 10138-3)
4
Lidvard Skorpa
PROF number
Post-tensioning
B500NC (NS 3576-3)
Post-tensioning:
2
K110.
Client rep.
Project number
Concrete tubes
Reinforcement:
1
-
-
Lavik - Oppedal
2011145371
Drawing date
- 6-19 tendons
File no.
Execution class:
Concrete:
Scale A3
10
Drawn by
Checked by
Approved by
Project no.
ARP
SAH
SAH
11744
11
Drawing number /
Revision index
-
H
As shown
K143
K001
12
A
1
2
3
4
5
6
7
8
9
10
11
12
A
A
”5
tn
n
me
e
l
e
l
e
n
n
u
T
3m
7
,
8
0
3
L=
”4
tn
n
e
m
e
l
e
l
e
6m
n
6
,
n
4
6
Tu
2
=
P
L
B
3
n”
t
en
m
em
el
73
el
8,
n
0
n
3
=
Tu
L
”7
tn
n
me
e
l
e
l
e
n
n
u
T
”6
tn
n
me
e
l
e
l
e
n
n
u
T
3m
7
,
8
0
L=3
4m
7
,
4
6
L=2
T
P
P
P
B
T
P
T
P
P
P
T
T
P
P
C
C
P
T
2
n”
t
n
e
m
em
73
,
el
8
l
e
30
nn
=
L
Tu
P
P
P
P
D
D
1
n”
t
n
e
m
em ,
17
l
e
8
l
26
ne
=
un
L
T
T
P
T
E
t
n
e
m
e
m
l
le 45
l
,
fa
8
d
2
n
2
a
=
L
L
P
E
T
Element key plan
1: 5000
T
F
F
P
P Permanent shaft
T Temporary shaft
G
G
A
Rev.
ARP
SAH
File no.
Statens vegvesen
Start rotationq = 0.5
2
Approachingq = 0.2
3
Final positionq = 0
4
Continuity cast
2012-11-28
Rev. date
2011145371
Drawing date
1
SAH
Description
-
-
K110.
Client rep.
Lidvard Skorpa
Produced for
Region vest
Originator:
Lavik - Oppedal
Project number
H
PROF number
Pivot launching sequence
Tunnel section 1
File number
Building code
1: 2000
1
2
3
4
5
Scale A3
6
7
8
9
10
Drawn by
Checked by
Approved by
Project no.
ARP
SAH
SAH
11744
11
Drawing number /
Revision index
-
H
As shown
F101
K001
12
A
1
2
3
4
5
6
7
8
9
10
11
12
A
A
B
B
1
1
C
C
D
D
1
E
E
1
F
F
2
3
2
G
G
REMARKS:
REFERENCES:
A
1.
Rev.
ARP
Temporary shaft OD 8000mm
File no.
2.
Temporary bulkhead
EXC 3
3.
Sliding support beam (pivot launching)
Concrete:
Statens vegvesen
Pl
ottedat2
o9
:.
1
1.
201
2
Concrete grade B55
03:
41:
43
Scale A3
L:\offshore_industri\117xx\11744 Kryssing av Sognefjorden - Mulighetsstudie rłrbru\Aktiviteter\8 Tegninger og beskrivelse\Tegninger\A3 tegninger\A3 new\K202 Submerged floating tunnel - Landfall element Lavik - Isometric view.dgn
5
6
7
8
9
Region vest
Originator:
Building code
Y-1860-S7 (EN 10138-3)
4
Produced for
File number
Isometric view
Post-tensioning:
3
-
Lidvard Skorpa
PROF number
Landfall element Lavik
B500NC (NS 3576-3)
2
Rev. date
-
Client rep.
Project number
Reinforcement:
1
2012-11-28
Lavik - Oppedal
Filnavn:
SAH
2011145371
Drawing date
Execution class:
H
SAH
Description
10
Drawn by
Checked by
Approved by
Project no.
ARP
SAH
SAH
11744
11
Drawing number /
Revision index
-
H
As shown
K202
K001
12
A
1
2
3
4
5
6
7
8
9
10
11
12
A
A
1
1
B
B
C
C
D
D
1
1
E
E
2
F
F
3
2
G
G
REMARKS:
REFERENCES:
A
1.
Rev.
ARP
Temporary shaft OD 8000mm
File no.
2.
Temporary bulkhead
EXC 3
3.
Sliding support beam (pivot launching)
Concrete:
Statens vegvesen
Pl
ottedat2
o9
:.
1
1.
201
2
Concrete grade B55
4.
Access / escape tunnel
03:
43:
33
Isometric view
5
6
7
8
9
Region vest
Originator:
Building code
Scale A3
L:\offshore_industri\117xx\11744 Kryssing av Sognefjorden - Mulighetsstudie rłrbru\Aktiviteter\8 Tegninger og beskrivelse\Tegninger\A3 tegninger\A3 new\K203 - Submerged floating tunnel - Tunnel element no 1 - Isometric view.dgn
4
Produced for
File number
Y-1860-S7 (EN 10138-3)
3
-
Lidvard Skorpa
PROF number
Tunnel element N” 1
Post-tensioning:
2
Rev. date
-
Client rep.
Project number
B500NC (NS 3576-3)
1
2012-11-28
Lavik - Oppedal
Reinforcement:
Filnavn:
SAH
2011145371
Drawing date
Execution class:
H
SAH
Description
10
Drawn by
Checked by
Approved by
Project no.
ARP
SAH
SAH
11744
11
Drawing number /
Revision index
-
H
As shown
K203
K001
12
A
1
2
3
4
5
6
7
8
9
10
11
12
Cross sections 1:750
A
A
MSL
MSL
MSL
B
B
C
C
1.
D
Test submergence
2.
Tow to site
3.
Element assembly
Displacement
: 76000 tonnes
Displacement
: 71000 tonnes
Displacement
:
341000 tonnes
Draft
:
35 meters
Draft
:
2 meters
Draft
:
12.6 meters
G.M
:
2.1 meters
G.M
:
0.8 meters
G.M
:
Solid ballast
: 30 - 35 m
Solid ballast
: 30 - 35 m
Solid ballast
: 30 - 35 m
Water ballast
:
2
2
2
Water ballast
:
2
2
7m
Water ballast
MSL
:
D
1.0 meters
2
7m
MSL
7m
MSL
E
E
F
F
4.
G
5.
Tunnel assembly
In place installation
6.
Test submergence
Displacement
: 353000 tonnes
Displacement
: 1050000 tonnes
Displacement
: 1050000 tonnes
Draft
:
32 meters
Draft
:
Draft
:
G.M
:
1.7 meters
G.M
:
G.M
:
Solid ballast
: 30 - 35 m
Solid ballast
: 30 - 35 m
Solid ballast
: 30 - 35 m
32 meters
> 30 meters
32 meters
> 30 meters
2
2
Water ballast
2
Water ballast
:
7m
REMARKS:
:
G
2
2
2
7m
Water ballast
REFERENCES:
A
Rev.
:
7m
ARP
SAH
SAH
2012-11-28
Description
Rev. date
K101
File no.
EXC 3
Statens vegvesen
Concrete:
Concrete grade B55
Pl
ottedat2
o9
:.
1
1.
201
2
H
2011145371
Drawing date
Execution class:
Client rep.
Lidvard Skorpa
Produced for
Region vest
Originator:
Lavik - Oppedal
Project number
Reinforcement:
B500NC (NS 3576-3)
PROF number
Floating sequences
File number
06:
1
2:
45
Post-tensioning:
Building code
Y-1860-S7 (EN 10138-3)
Filnavn:
1
Scale A3
L:\offshore_industri\117xx\11744 Kryssing av Sognefjorden - Mulighetsstudie rłrbru\Aktiviteter\8 Tegninger og beskrivelse\Tegninger\A3 tegninger\A3 new\Floating phases.dgn
2
3
4
5
6
7
8
9
-
-
10
Drawn by
Checked by
Approved by
Project no.
ARP
SAH
SAH
11744
11
Drawing number /
Revision index
-
H
As shown
K211
K001
12
A
1
2
3
4
5
6
7
8
9
10
11
12
A
A
Plan
1:2000
B
A
B
B
Jetty
A
C
C
Access road
Section A - A : Jetty
1:1000
Wire bracing
Barge
D
D
MSL
B
E
E
Access road
Section B - B : Outrigger support
1:1000
F
F
MSL
G
G
A
Rev.
ARP
SAH
File no.
2012-11-28
Statens vegvesen
Pl
ottedat2
o9
:.
1
1.
201
2
03:
50:
04
Jetty and outrigger support
Rev. date
2011145371
Drawing date
H
SAH
Description
-
-
Client rep.
Lidvard Skorpa
Produced for
Region vest
Originator:
Lavik - Oppedal
Project number
Construction sequences
PROF number
Jointing of elements
File number
Building code
Scale A3
Drawn by
Filnavn:
1
Checked by
Approved by
11744
L:\offshore_industri\117xx\11744 Kryssing av Sognefjorden - Mulighetsstudie rłrbru\Aktiviteter\8 Tegninger og beskrivelse\Tegninger\A3 tegninger\A3 new\Y101 Construction sequences - Jointing of elements - Jety and outrigger support.dgn
2
3
4
Project no.
5
6
7
8
9
10
11
Drawing number /
Revision index
-
H
As shown
Y101
12
1
2
3
4
5
6
7
8
9
10
11
12
A
A
Remarks
Step 1
A
Tunnel, length = 1200m
B
1
Quay, see drawing Y101
2
Barge, see drawing Y101
B
B
1
Sea
2
Land
C
C
Step 2
D
D
A
E
E
Sea
Land
F
F
Step 3
A
250m
G
0
500m
1000m
Horizontal Scale
G
N
1:25000
B
A
Rev.
ARP
SAH
File no.
Pl
ottedato: 29.
1
1.
201
2
H
Statens vegvesen
Land
2012-11-28
Rev. date
2011145371
Drawing date
Sea
SAH
Description
-
-
Client rep.
Lidvard Skorpa
Produced for
Region vest
Originator:
Lavik - Oppedal
Project number
PROF number
Jointing of elements 1
File number
Building code
06:
36:
21
Scale A3
Drawn by
Filnavn:
1
Checked by
Approved by
11744
L:\offshore_industri\117xx\11744 Kryssing av Sognefjorden - Mulighetsstudie rłrbru\Aktiviteter\8 Tegninger og beskrivelse\Tegninger\A3 tegninger\A3 new\Y102 Construction sequences - Jointing of elements 1.dgn
2
3
4
Project no.
5
6
7
8
9
10
11
Drawing number /
Revision index
-
H
As shown
Y102
12
1
2
3
4
5
6
7
8
9
10
11
12
A
A
Step 4
B
A
B
B
C
C
C
Sea
Land
D
D
Step 5
E
E
Tow to site
Sea
F
G
Land
F
250m
Remarks
0
500m
1000m
Horizontal Scale
A
B
A
Rev.
1:25000
ARP
1
Quay, see drawing Y101
SAH
File no.
Barge, see drawing Y101
Produced for
Region vest
Originator:
PROF number
Jointing of elements 2
File number
Building code
Scale A3
Checked by
Approved by
Project no.
11744
2
-
Lidvard Skorpa
Lavik - Oppedal
Drawn by
1
Rev. date
-
Client rep.
Project number
2
2012-11-28
2011145371
Drawing date
Statens vegvesen
H
SAH
Description
C
G
N
3
4
5
6
7
8
9
10
11
Drawing number /
Revision index
-
H
As shown
Y103
12
1
2
3
4
5
6
7
8
9
10
11
12
A
A
Lavik
B
B
3
B
4
C
Joint
C
5
2
D
D
1
Joint
A
E
E
Oppedal
F
F
500m
0
1000m
Horizontal Scale
G
A
Rev.
N
2000m
1:50000
G
ARP
SAH
SAH
2012-11-28
Description
Rev. date
File no.
EXC 3
Statens vegvesen
Concrete:
Concrete grade B55
Pl
ottedat2
o9
:.
1
1.
201
2
H
2011145371
Drawing date
Execution class:
Client rep.
Lidvard Skorpa
Produced for
Region vest
Originator:
Lavik - Oppedal
Project number
Reinforcement:
B500NC (NS 3576-3)
PROF number
Towing of tunnel
File number
04:
28:
38
Post-tensioning:
Building code
Y-1860-S7 (EN 10138-3)
Filnavn:
1
Scale A3
L:\offshore_industri\117xx\11744 Kryssing av Sognefjorden - Mulighetsstudie rłrbru\Aktiviteter\8 Tegninger og beskrivelse\Tegninger\A3 tegninger\A3 new\Y106 Construction - Installation.dgn
2
3
4
5
6
7
8
9
-
-
10
Drawn by
Checked by
Approved by
Project no.
ARP
SAH
SAH
11744
11
Drawing number /
Revision index
-
H
As shown
Y104
12
A
1
2
3
4
5
6
7
8
9
10
11
12
A
A
B
B
C
C
D
D
MSL
MSL
E
E
F
F
Pontoon installation
Final position
1:1000
1:1000
G
G
REMARKS:
REFERENCES:
A
1.
Rev.
ARP
Pontoons are installed after the tunnel has been installed
File no.
Total weight of pontoon
:
EXC 3
tonnes
Statens vegvesen
Concrete:
Concrete grade B55
Pl
ottedat2
o9
:.
1
1.
201
2
H
B500NC (NS 3576-3)
Produced for
Region vest
Originator:
PROF number
Pontoon Installation
File number
06:
00:
26
Building code
Y-1860-S7 (EN 10138-3)
Scale A3
L:\offshore_industri\117xx\11744 Kryssing av Sognefjorden - Mulighetsstudie rłrbru\Aktiviteter\8 Tegninger og beskrivelse\Tegninger\A3 tegninger\A3 new\Y107 Pontoon installation.dgn
3
4
5
6
7
8
9
-
Lidvard Skorpa
Post-tensioning:
2
Rev. date
-
Client rep.
Project number
Reinforcement:
1
2012-11-28
Lavik - Oppedal
Filnavn:
SAH
2011145371
Drawing date
Execution class:
2.
SAH
Description
10
Drawn by
Checked by
Approved by
Project no.
ARP
SAH
SAH
11744
11
Drawing number /
Revision index
-
H
As shown
Y105
12
A

Submerged Floating Tunnel

Transcription

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