Ege110-00100100_b_general Construction Plan of Hull[1]
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Transcript of Ege110-00100100_b_general Construction Plan of Hull[1]
-
-18-
-7-
-8-
Plate material:
(Unless otherwise is noted) (min. yield stress 235 N/mm )
Plates and profiles Grade "A"
Bulb profiles: Angle bars (S235JR):
2
-10--9-
-8-
-8-
-8-
BASELINE
TANKTOP
1600 A/B
TWEENDECK
4400 A/B
MAIN DECK
7200 A/B
FRAMES BETWEEN FRAME 26 & 45
HP
120x7
BOTTOM STIFFENERS HP 160x8
HP 160x8
-7- -7-
FL 80
-9-
-9-
Spacing 600 mm
C
310x12
HP
120x7
310x12
HP 240x10
PS SB
PS SB
HP 140x8
TB TB
MAIN DECK
7200 A/B
TANKTOP
2000 A/B
BASELINE
TWEENDECK
4200 A/B-8-
-7-
-100x10
TYPICAL
-11-
-9-
-9-
-350x40
TB
-7-
-8-
-9-
STANDARD THICKNESS DIRECTION OF BULKHEADSBE GOING TO MIDSHIP AND CENTER LINE
Main dimensions:
Design still water bending moments:
USED MATERIALS:
Design still water shear forces:
Notes:
TBTB
-8-
-100x10
TYPICAL
Detail 1
615
DETAIL 2
DETAIL 3
30
-60X10
SHELL
-10-
-60X12
CLOSING PLATE 12 MM
5.5
40
-10-
BOTTOM PLATE 12 MM
-60x10
SHELL
4.25 5.5
5.5
3.25
3.25
4
3
40
Scale 1:15
BASELINE
Scale 1:5
Scale 1:2
-7- HP 100x6
-8-
-15-
Typical webframe main deck/side every 3th frame
Typical floor double bottom (aft frame 39) every frame
75R
-10-
-
10-
-10-
HP 120x7
500 /600
2
F sagging 5000 kNF hogging 5000 kN
Shipright (SERS),Green Passport, standby ship LMC,UMS,DP(AA)PCR (81)(44),NAV1
2
B
125
350
150
VpCi - 609 powderto be filled with
FRAMES BETWEEN FRAME 56 & 90
Typical webframe & floor every 3th frame
270x8
ES
HP 120x7
-15-
-8-
-10-
HP 100x6
-10-
-9-500 /800
350
500 /800
350
ES
FL.80400x8
500 /800
350
-9-
FL.100
800
-11-
1600
600
500
-8-
1600
600
500
450
-120x12 -100x10
-9-
FLOOR STIFFENERS - 150x12
-8-
MIN
4
4
45
3000
2800 / 5x560
2800 / 5x560
HP
120x7
2800 / 5x560
HP
140x8
HP
140x8
HP
120x7
650
-9-
65
0
HP
140x8
HP
120x7
-10-
-18-
-10-
FB -120x12
Intercostales.
800/450
1680 / 3x560
es.Intercostal
FB -100x10
T600x10+FB100x10
FL.100600x10350x12
T600x10+FB 150x15
WDL (5 T/M to fr. 56)CG*IWS,ECO,(BWT,GW,OW,P)Class: 100A1 Diving Support Ship,
CL FOREWARD
=
=
57+300mm
NWT.
-8-
WT. sidegirdersFB. -150x12continuous
pipe 219.1 x 12.5
FRAME 61 DRAWN
Detail 1 Detail 2
Detail 3
FRAME 60 DRAWN
FRAME 33 WEB FRAMEFRAME 35 NORMAL FRAME
Typical docking bracket Centre Girder Side Girder
-10-
-10-
Keel Detail
-10-
NOTE !
TB
TB TBTB
3710
2290
2000
-5-
-7- otherwiseWB Wingtks
Typical N.W.T. penetration
Dry spaces snipe 10x10
R
-18-
200
150
100
Typical
TB TB TB TB
L 408x120x8
TB TB
L 307x100x7TB
TBL 208x125x8
TB TB
L 483x150x8
t
H
B
12
13
Every frame
-9-
45
3
15
-100x8
LONGT.450 TRANSV.480
73
CORRUGATED BULKHEAD
560
110
20R
10
R
11
4-50x10
2
318
36
300
-8-
FL.80
ES
ES
350
FLOOR STIFFENERS - 150x12
H
H
IWO Tanks R+ shaped shell
M sagging 0M hogging 87931 kNm
600 1200 1800 2400 3000 3600 4200 4800 5400 6000 6600 7050 7550
CORR. BULKH.
150
R
-18--18-
HP 120x7
4
CLOSING PLATESLOT WELDED
-5-
Scantlings based on RGS9316
-120x12
150
100
150
R
100R
300
R
buckling stiff. fb-100x10 ES.
FR.32-38 (WB tank)
Every frame
AFTER WELDINGTO BE FILLED WITH EPOXY
BACKING 10x10
TB
TWEENDECK
4400 A/B
+ bottom shell
300x400
1300-10-
5520 A/B
-8-
1200
450
250
height of overflow: acc. tank arrangement E100-030
Tubular pillars are to be welded full penetration at heads and heelsDeckload= 5 tonne/M aft Fr.56Indication L Profiles ......HxBxt.....>B = BracketTB = Tripping BracketES = End Sniped
(EGS8316)
100
= =
REV. B
RE
V
.
B
REV.
B
REV.
B
REV.
B
FL.80
REV.
B
TBTBRE
V.
B
3000
RRE
V.
B
-11-
500 400 /500
500
-100x10
400x10
FL.80
RE
V
.
B
REV.
B
RE
V
.
B
REV.
B
RE
V
.
BRE
V.
B
500 /530
500 /590
-9-
RE
V
.
B
Equipment number = 808 Equipmentletter = T
(volume at 0.85 D) at T at TsclT.min AftT.min Forw.Frame spacingMaximum service speedBlock coefficient mld. at 4.40 mBlock coefficient mld. at 4.20 mDepth mld.Breadth oaBreadth mld.Scantling draught (Tscl)Summer draught (T)Rule lengthLength between perpendiculars at TsclLength o.a.
5490 m3313 T3535 T3.77 m3.37 m0.600 m16 knots0.6550.6427.20 m16.03 m16.00 m4.40 m4.20 m74.759 m74.476 m83.00 m
REV. B
REV.
B
REV.
B
RE
V
.
B
T.min AftT.min Forw.Block coefficient mld. at 4.40 mBlock coefficient mld. at 4.20 m at TsclRule lengthLength between perpendiculars at TsclLength o.a.
3.52 m3.35 m0.6950.6834244 T84.676 m84.676 m93.2 m
REV.
B
Pipes: (S235JR U.N.O)
-6--7--8--9--10--11--12--13-
-15--16--18--20--25--40--50--60- gr.D
HP100x6HP120x7HP140x8HP160x8HP180x9HP200x10HP220x10HP240x10
88.9x10139.7x10
48.3x5HP80x6
219.1x12.5305x10 S355J2406.4x16 S355J2
140x140x13
Rect.Tube: (S235JR U.N.O)
100x100x10
Round bars:
50
REV. B
1 B
GENERAL CONSTRUCTION PLAN OF HULL
MIDSHIP SECTION
E110-001
E10125
02-11-2012
50
A1
R. MeijnC. van den Dorpel
S. van den Bosse
B
PARTICULARS CHANGED
C. van den Dorpel
R. Franke
APPROVED
Date
DRAWN
CHECKED
APPROVED DATE
FORMAT
SCALE
PROJECTION
DERIVED FROM DWG
SHEET REVISIONDWG NOYARD NOcontractor
YARD NObuilding yard
COMP NO SECT NO
PROJECT
REV DATE
DRWN
REVISION SUBJECT
CHCKD
APPRVD
Sign
COPYRIGHT DAMEN SCHELDE NAVAL SHIPBUILDING, The Netherlands
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