Cmx002m1 - Rev 6 - Standard Breache
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Transcript of Cmx002m1 - Rev 6 - Standard Breache
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Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DE CONCEPTION
DESIGN STANDARD Ce document comporte41 pages
Page1
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
BRECHES STANDARDSTANDARD BREACHES
OBJET PURPOSE
Cette norme de conception a pour objet damliorer letraitement des brches et de simplifier leur gestion.
The purpose of this design standard is to improvethe computer processing of the breaches and tosimplify their management.
DOMAINE DAPPLICATION SCOPE OF APPLICATION
Tous types de navires All types of ships
APPROBATIONS SOCIETES DECLASSIFICATION
APPROVALS BY CLASSIFICATIONSOCIETIES
REF Approbation B.V. 00238L
Approbations
Rev : 6
Rdacteur
Nom : AS Bouget
Fonction : Resp. qualit BECM
Approbateur
Nom : G.Chopin
Fonction : Resp. structure
le 12/09/04 Le 12/09/04Motifs VP5 : p. 28 et 29 Brches type N et type O : cotes modifies
p. 33 Joint amiante lastomre supprim par joint LATTY GOLD 92G2F +modifications suite note p. 34 Brches T supprimes
Motif Rev6 : restriction des solutions R et S aux cloisons demmnagement.
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
2
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
SOMMAIRESUMMARY
Objet / domaine dapplication / Approbation Socits de ClassificationPurpose/ Scope of application / Approval by Classification Societies
1
SommaireSummary
2
Documents de rfrenceReference documents
3
Notice explicativeLeaflet
1. Correspondance types de brches et n pagination Page numbering of the different types of breaches
2. Dtails de brches normalises Details of standard breaches
3. Principe de position des charnires sur brches Principle for locating hinges on breach surround
4. Rabotages des brches (dfinition des chanfreins) Breach planing (chamfer definition)
5. Types coupes de profils Types of profile cutting
6. Principes cotes A et B ngatives Principle for positioning breaches as per the ships forward and aft (A and B dimension)
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Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
3
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
DOCUMENTS DE REFERENCE / REFERENCE DOCUMENT
Standards I.R.C.N / IRCN Standards
I.R.C.N. 1995 Rfrence I.R.C.N. 3.1 10/95
Brches type : A.B.D.E.F.G.K.M. R 50 mm
Type A.B.D.E.F.G.K.M. breaches
A et B 300 mm mini = 10 eA and B 300 mm mini = 10 e(e = paisseur de la tle / plate thickness)
Bords extrieurs : si A ou B < 500 mm utiliser aprs accord de lexpert de la Socit.Shell platings : if A or B < 500 mm to be used after the societys expert agreement
Position des joints de brcheLocation of breach joint
Sur bord
I.R.C.N. : d = 100 mm de tout renfort de structure d = 100 mm from any structural strengthener
pour cote 50 d 100 mm de tout renfort : avoir laccord delexpert de la Socit de classification
for 50 d 100 mm from any strengthener, the agreementof the classification Societys expert is necessary
Sur ponts et cloisons de structure
d = 50 mm de tout renfort de structured = 50 mm from any structural strengthener
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Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
4
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Notice explicative Leaflet of the design standard
Notice dutilisation de la norme de conception Leaflet of the design standard
Le document prsent permet une gestion simplifie desbrches. Il indique les formes et les dimensionsstandard des brches et de leurs chanfreins.Associe avec cette norme de conception, est mise enplace une transaction (ST05) sous CICS qui traite detoutes les dimensions pouvant varier (X, Y, Z, A, B, R,)
The herewith document enables a simplifiedmanagement of breaches. It specifies the standardshapes and sizes of breaches and their chamfers.Together with this design standard, a computeroperation (ST05) using CICS system is madepossible to deal with all the dimensions liable tochange.
Fig. 1 Exemple de transaction Example of computer operation
Pf1 / Pf 13 aideST05 212 / CREATION D'UN FEUILLET DE BRECHE 30 / 09 / 91 13 : 56 : 00Cl C30 Choix 212 Trans. SuivNav : C30 Nat ( ? ) : + Elment : +++++ Feuil : 0001 Ind feuil : 0 Niveau ( ? ) : ++Lot : +++ Rfrence doc : +++++ Ind doc : Gestionnaire ( PT / PA ) : ++Demande Origine - Raison : +++ +Type Brche ( ? ) : ++ Type Chanfrein ( ? ) : + Type coupes profils ( ? ) : +Sections traage : Ouverture prvue : ++++ Fermeture prvue +++Couple ( X ) : X= Cote A =Niveau ( Y ) : Y= Cote B = Ray =Axe ( Z ) : NAVIRE Z = Epais s= Charnire =Commentaires - Situation de la brche
TRS IMPORTANT :Les brches prsentes peuvent tre orientesdiffremment.Appliquer la mme cotation : x=cote du couple(Long.le ): y=cote du niveau (Verticale): z=cote de l'axe (Transv.le )
Note GnraleLa reprise de la soudure des abouts existants serasoigneusement effectue afin que le dpart de lasoudure de la nouvelle brche ne prsente pas dedfauts de soudure.
VERY IMPORTANT :The shown breaches can be oriented differently.Apply the same dimension : x = dimension offrame (Long.le)y = dimension of the level (Vertical)z = dimension of the axis (Transverse)
N.BThe backweld of existing butts to be carefully donein order that the beginning of the new breach welddoes not show welding faults.
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Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
5
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
1. Pagination des brches normalises 1. Page numbering of the document standard breaches
Pages Types de brches
Breach types
6..........................................................................................A1, A2, A3, A7, A8, A9
7.......................................................................................... A4, A5, A6
8..........................................................................................B1, B2, B3, B8, B9
9.......................................................................................... B4, B5, B6, B7,10........................................................................................C1, C2, C3
11........................................................................................ C4, C5, C6,12........................................................................................D1, D2, D3, D7, D8, D9
13........................................................................................ D4, D5, D6
14........................................................................................E1, E2, E3, E7, E8, E9
15........................................................................................ E4, E5, E6
16........................................................................................F1, F2, F3, F4, F5, F6, F7, F8, F9
17........................................................................................G1, G2, G3, G4, G5, G6
18........................................................................................H1, H2
19........................................................................................ H3, H4, H5, H6
20........................................................................................I1, I2, I3
21........................................................................................ I4, I5, I6
22........................................................................................J1, J2
23........................................................................................ J3, J4, J5
24........................................................................................K1, K2, K3
25........................................................................................ K4, K5, K6
26........................................................................................L1, L2, L3
27........................................................................................M1, M2, M3, M4
28........................................................................................N1, N2
29........................................................................................O1, O2 (I.P)30........................................................................................P1, P2, P3
31........................................................................................Q1, Q2, Q3, Q4
32........................................................................................R1, R2
33........................................................................................S1, S2, S3
Types de brches hors standard
Brches indiques sur Plan Dossier de Fabrication (067) : Type 00Breaches indicated on the Manufacturing file drawing (067) : Type 00
Brches indiques sur Doc. 826-130 (feuillet individuel) : Type **Breaches indicated on the Document 826-130 (individual sheet) : Type **
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
6
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Dtails des brches normalises Details of standard breaches
Brches Type A Breaches Type A
CONVENTIONSRULES
x (+) Sur lavant du coupleForward of frame
x (-) Sur larrire du coupleOn the back of frame
y (+) Sur niveauAbove level
y (-) Sous niveauUnder level
z (+) A tribordStarboard side
z (-) A bbordPort side
R 50 mm
Y 90 mm
A + ou du joint existantB + or - compared to the existing joint
Type A1 et A7 : Niveaux Levels
Squence de soudageWelding sequence
Type A3 et A9 : Cloisons longitudinales + bords Longitudinal bulkheads + shell platings
Squence de soudageWelding sequence
Type A2 et A8 : Cloisons transversales Transverse bulkheads
Squence de soudageWelding sequence
Cote A (+ ou -)Dimension A (+ or -)
Rserve desoudure miniMinimum weldingallowance
Cote B (+ ou -)Dimension B (+ or -)
50
50
50
R
y
Z
1
2
3
4
Abouts ou joints existantsButts or existing joints
NIVEAULEVEL
1 2 3 4
Cote A (+ ou -)Dimension A (+ or -)
Cote B(+ ou -)
Dimension B(+ or -)
CoupleFrame
Abouts et joints existantsButts and existing joints
50
50
50
z
x
Rserve de soudure miniMin. welding allowance
R
1
2
43
1 2 3 4
Cote A (+ ou -)Dimension A (+ or -)
Cote B(+ ou -)
Dimension B(+ or -)
CoupleFrame
Abouts et joints existantsButts and existing joints
50
50
50
y
x
Rserve de soudure miniMin. welding allowance
R
1
2
43
NIVEAULEVEL
1 2 3 4
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
7
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type A Breaches Type A
CONVENTIONSRULES
x (+) Sur lavant du coupleForward of frame
x (-) Sur larrire du coupleOn the back of frame
y (+) Sur niveauAbove level
y (-) Sous niveauUnder level
z (+) A tribordStarboard side
z (-) A bbordPort side
R 50 mm
Y 90 mm
A + ou du joint existantB + or - compared to the existing joint
Type A4 : NiveauxLevels
Squence de soudageWelding sequence
Type A6 : Cloisons longitudinales ou transversales +bords / Longitudinal or transversebulkheads + shell platings
Squence de soudageWelding sequencePour orientation verticaleFor vertical direction
Type A5 : Cloisons transversales ou longitudinales +bords / Transverse or longitudinalbulkheads + shell platings
Squence de soudageWelding sequence
Pour orientation verticaleFor vertical direction
1 2 3 4
1 2 3 4
1 2 3 4
Cote A (+ ou -)Dimension A (+ or -)
Cote B(+ ou -)
Dimension B(+ or -)
CoupleFrame
Abouts et joints existantsButts and existing joints
50
50
50
y
x
Rserve de soudure miniMin. welding allowance
R
1
2
4
3
Niveau oucouple (x)ou axe (z)Level orframe (x)or axis (z)
Cote A (+ ou -)Dimension A (+ or -)
Rserve desoudure miniMinimum weldingallowance
Cote B (+ou -)DimensionB (+ or -)
50
5050
R
y
Z
1
2
3
4
Abouts ou joints existantsButts or existing joints
Niveau oucouple (x)ou axeLevel orframe (x)of axis (z)
Cote A (+ ou -)Dimension A (+ or -)
Cote B(+ ou -)
Dimension B(+ or -)
CoupleFrame
Abouts et joints existantsButts and existing joints
50
50
50z
x
Rserve de soudure miniMin. welding allowance
R
1
2
4
3
Ou couple (x)Or frame (x)
2 1 3 4 2 1 3 4
Tle + habillagePlate + fitting
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
8
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type B Breaches Type B
CONVENTIONSRULES
x (+) Sur lavant du coupleForward of frame
x (-) Sur larrire du coupleOn the back of frame
y (+) Sur niveauAbove level
y (-) Sous niveauUnder level
z (+) A tribordStarboard side
z (-) A bbordPort side
R 50 mm
Y 90 mm
A + ou du joint existantB + or - compared to the existing joint
Type B1 et B8 : Niveaux Levels
Squence de soudageWelding sequence
Type B3 : Cloisons longitudinales + bords Longitudinal bulkheads + shell platings
Squence de soudageWelding sequencePour orientation verticaleFor vertical direction
Type B2 et B9 : Niveaux ou cloisons transversales oulongitudinales + bords / levels oftransverse or longitudinal bulkheads+ shell platings
Squence de soudageWelding sequence
Pour orientation verticaleFor vertical direction
1 2 3 41 2 3 4
2 3 1 41 2 3 4
1 2 3 4
Cote A (+ ou -)Dimension A (+ or -)
Cote B(+ ou -)
Dimension B(+ or -)
Rserve de soudure miniMinimum weld allowance
50
x
50
z
R
Couple ouaxe (z)Frame oraxis (z)
About ou joint existantButt or existing joint
Ou couple (x)Or frame (x)
2
4
3
1
Cote A (+ ou -)Dimension A (+ or -)
Cote B(+ ou -)
Dimension B(+ or -)
Rserve de soudure miniMinimum weld allowance
50
3
CoupleFrame
x
50
y
R
Ou niveauLevel (y)
About ou joint existantButt or existing joint
Niveau oucouple (x)Level orframe (x)
Cote A (+ ou -)Dimension A (+ or -)
Cote B(+ ou -)
Dimension B(+ or -)
1
Ou couple (x)Or frame (x)
R
z
50 50y
About ou joint existantButt or existing joint
Niveauou coupleou axe (z)
Levelor frame
or axis (z)
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
9
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type B Breaches Type B
Type B4 : Niveaux Levels
Squence de soudageWelding sequence
Type B5 : Cloisons transversales Transverse bulkheads
Squence de soudageWelding sequencePour orientation verticaleFor vertical direction
Type B7 : Cloisons transversales + cloisons longitudinales +bord / Transverse bulkheads+ longitudinalbulkheads + shell platings
Squence de soudageWelding sequencePour orientation verticaleFor vertical direction
Type B2 et B9 : Cloisons longitudinales + bordsLongitudinal bulkheads + shell platings
Squence de soudageWelding sequence
Pour orientation verticaleFor vertical direction 1 2 3 42 3 1 4
1 2 3 41 2 3 4
Rserve de souduremini / Minimum weldallowance
Cote A (+ ou -)Dimension A (+ or -)
1
Cote B(+ ou -)
Dimension B(+ or -)
About ou joint existantButt or existing joint
50 50
R
Ou / orCouple xFrame x
Z
x
Couple xFrame x
32
4
ou axe zOr frame z
1 2 3 4
1 2 3 4
2 3 1 4
Cote A (+ ou -)Dimension A (+ or -)
Rserve de soudure miniMinimum weld allowance
50
50
R
About ou joint existantButt or existing joint
Niveau ou axe zLevel or frame z
ou niveauy
Or niveauy
y
z
2
14
3
Cote B(+ ou -)
Dimension B(+ or -)
y
Cote A (+ ou -)Dimension A (+ or -)
Ou / orcouple (x)frame (x)
Niveauou coupleou axe (z)
Levelor frame
or axis (z)
Cote B(+ ou -)
Dimension B(+ or -)
R50
z
About ou joint existantButt or existing joint
50
2
1
3
Ou / orniveau (y)level (y)
Rserve de soudure miniMinimum weld allowance
4
Niveauou couple x
Levelor frame x
Cote A (+ ou -)Dimension A (+ or -)
Cote B(+ ou -)
Dimension B(+ or -)
couple ouniveau yframe orlevel y x
y 5050
2
1
3
4
About ou joint existantButt or existing joint
Rserve de souduremini / Minimum weldallowance
R
Tle + habillagePlate + fitting
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
10
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type C Breaches Type C
CONVENTIONSRULES
x (+) Sur lavant du coupleForward of frame
x (-) Sur larrire du coupleOn the back of frame
y (+) Sur niveauAbove level
y (-) Sous niveauUnder level
z (+) A tribordStarboard side
z (-) A bbordPort side
Y 90 mm (les joints longitudinaux du bord sontgnralement situs 90 mm sur ponts)(the longitudinal joints of the shell plating arelocated at 90 mm on decks)
A + ou du joint existantB + or - compared to the existing joint
Type C1 : Niveaux Levels
Squence de soudageWelding sequence
Type C3 : Cloisons longitudinales + bords Longitudinal bulkheads + shell platings
Squence de soudageWelding sequence
Type C2 : Cloisons transversalesTransverse bulkheads
Squence de soudageWelding sequence1 2 3 4 1 2 3 4
1 2 3 4
Cote A (+ ou -)Dimension A (+ or -)
Rserve de soudure miniMinimum weld allowance
50
x
50
z
Couple ouaxe (z)Frame oraxis (z)
Abouts ou joints existantsButs or existing joints
Ou couple (x)Or frame (x)
2
4
3
Cote B(+ ou -)
Dimension B(+ or -)
1
50
50
Cote A (+ ou -)Dimension A (+ or -)
Rserve de soudure miniMinimum weld allowance
50
x
50
z
CoupleFrame
Abouts ou joint existantsButts or existing joints
Niveau oucouple (x)Level or frame(x)
2
4
3
Cote B(+ ou -)
Dimension B(+ or -)
1
50
50
Ou niveau yOr level y
Cote A (+ ou -)Dimension A (+ or -)
Rserve de soudure miniMinimum weld allowance
50
z
50
yAbouts ou joint existantsButts or existing joints
Niveau ouaxe (z)Level or axis(z)
2
4
3
Cote B(+ ou -)
Dimension B(+ or -)
1
50
50
niveauylevel y
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
11
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type C Breaches Type C
CONVENTIONSRULES
x (+) Sur lavant du coupleForward of frame
x (-) Sur larrire du coupleOn the back of frame
y (+) Sur niveauAbove level
y (-) Sous niveauUnder level
z (+) A tribordStarboard side
z (-) A bbordPort side
R 50 mm
Y 90 mm
A + ou du joint existantB + or - compared to the existing joint
Type C4 : Niveaux Levels
Squence de soudageWelding sequence
Type C6: Cloisons longitudinales + bords Longitudinal bulkheads + shell platings
Squence de soudageWelding sequence
Type C5 : Cloisons transversalesTransverse bulkheads
Squence de soudageWelding sequence
1 2 3 41 2 3 4
1 2 3 4
Cote A (+ ou -)Dimension A (+ or -)
Rserve de soudure miniMinimum weld allowance
50
x
50
z
CoupleFrame
Abouts ou joint existantsButts or existing joints
Niveau oucouple (x)Level or frame(x)
2
4
3 50
50
Ou niveau yOr level y
Cote A (+ ou -)Dimension A (+ or -)
Rserve de soudure miniMinimum weld allowance
50
x
50
z
Couple ouaxe (z)Frame oraxis (z)
Abouts ou joints existantsButts or existing joints
Ou couple (x)Or frame (x)
2
4
3 50
50
Cote B(+ ou -)
Dimension B(+ or -)
1
Cote B(+ ou -)
Dimension B(+ or -)
1
Cote A (+ ou -)Dimension A (+ or -)
Rserve de soudure miniMinimum weld allowance
50
z
50
yAbouts ou joint existantsButts or existing joints
Niveau ouaxe (z)Level or axis(z)
2
4
3
50
50niveauylevel y
Cote B(+ ou -)
Dimension B(+ or -)
1
Tle + habillagePlate + fitting
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
12
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type D Breaches Type D
CONVENTIONSRULES
x (+) Sur lavant du coupleForward of frame
x (-) Sur larrire du coupleOn the back of frame
y (+) Sur niveauAbove level
y (-) Sous niveauUnder level
z (+) A tribordStarboard side
z (-) A bbordPort side
R 50 mm
Y 100 mm
A + ou du joint existantB + or - compared to the existing joint
Type D1 et / and D7 : Niveaux Levels
Squence de soudageWelding sequence
Type D3 et / and D9 : Cloisons longitudinales + bords Longitudinal bulkheads + shell platings
Squence de soudageWelding sequence
Pour orientation horizontaleFor horizontal direction
Type D2 et / and D8 : Cloisons transversalesTransverse bulkheads
Squence de soudageWelding sequence
Pour orientation horizontaleFor horizontal direction
1 2 3 4 1 2 3 4
1 2 3 4
Cote A (+ ou -)Dimension A (+ or -)
x
z
Couple ouaxe (z)Frame oraxis (z)
Ou couple (x)Or frame (x)
4
3R
1
Cote B(+ ou -)
Dimension B(+ or -)
2
Cote A (+ ou -)Dimension A (+ or -)
x
y
Couple ouniveau (y)Frame orlevel (y)
Niveau ou couple (x)Level or frame (x)
4
3R
1
Cote B(+ ou -)
Dimension B(+ or -)
2
3 4 2 1
Cote A (+ ou -)Dimension A (+ or -)
z
y
ou niveau (y)or level (y)
Niveau ou axe (z)Level or axis (z)
4
3R
1
Cote B(+ ou -)
Dimension B(+ or -)
2
3 4 2 1
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
13
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type D Breaches Type D
CONVENTIONSRULES
x (+) Sur lavant du coupleForward of frame
x (-) Sur larrire du coupleOn the back of frame
y (+) Sur niveauAbove level
y (-) Sous niveauUnder level
z (+) A tribordStarboard side
z (-) A bbordPort side
R 50 mm
Y 100 mm
A + ou du joint existantB + or - compared to the existing joint
Type D4 : Niveaux Levels
Squence de soudageWelding sequence
Type D6 : Cloisons longitudinales + bords Longitudinal bulkheads + shell platings
Squence de soudageWelding sequence
Pour orientation horizontaleFor horizontal direction
Type D5 : Cloisons transversalesTransverse bulkheads
Squence de soudageWelding sequence
Pour orientation horizontaleFor horizontal direction
1 2 3 4 1 2 3 4
1 2 3 4
3 4 2 1 3 4 2 1
Cote A (+ ou -)Dimension A (+ or -)
x
z
Couple ouaxe (z)Frame oraxis (z)
Ou couple (x)Or frame (x)
4
3R
1
Cote B(+ ou -)
Dimension B(+ or -)
2
Cote A (+ ou -)Dimension A (+ or -)
x
y
Couple ouniveau (y)Frame orlevel (y)
Niveau ou couple (x)Level or frame (x)
4
3R
1
Cote B(+ ou -)
Dimension B(+ or -)
2
Cote A (+ ou -)Dimension A (+ or -)
z
y
ou niveau (y)or level (y)
Niveau ou axe (z)Level or axis (z)
4
3R
1
Cote B(+ ou -)
Dimension B(+ or -)
2
Tle + habillagePlate + fitting
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
14
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type E Breaches Type E
CONVENTIONSRULES
x (+) Sur lavant du coupleForward of frame
x (-) Sur larrire du coupleOn the back of frame
y (+) Sur niveauAbove level
y (-) Sous niveauUnder level
z (+) A tribordStarboard side
z (-) A bbordPort side
R 50 mm
Y 100 mm
A + ou du joint existantB + or - compared to the existing joint
Type E1 et / and E7 : Niveaux Levels
Squence de soudageWelding sequence
Type E3 et E9 : Cloisons longitudinales + bords Longitudinal bulkheads + shell platings
Squence de soudageWelding sequence
Pour orientation verticaleFor vertical direction
Type E2 et / and E8 : Cloisons transversalesTransverse bulkheads
Squence de soudageWelding sequence
Pour orientation verticaleFor vertical direction
1 2 3 4 1 2 3 4
1 2 3 4
3 4 2 1 3 4 2 1
Cote A (+ ou -)Dimension A (+ or -)
x
z
Couple ouaxe (z)Frame oraxis (z)
Ou couple (x)Or frame (x)
4
3
R
1
Cote B(+ ou -)
Dimension B(+ or -)
2
Cote A (+ ou -)Dimension A (+ or -)
x
y
Couple ouniveau (y)Frame orlevel (y)
Niveau ou couple (x)Level or frame (x)
4
3
R
1
Cote B(+ ou -)
Dimension B(+ or -)
2
Cote A (+ ou -)Dimension A (+ or -)
z
y
ou niveau (y)or level (y)
Niveau ou axe (z)Level or axis (z)
4
3
R
1
Cote B(+ ou -)
Dimension B(+ or -)
2
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
15
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type E Breaches Type E
CONVENTIONSRULES
x (+) Sur lavant du coupleForward of frame
x (-) Sur larrire du coupleOn the back of frame
y (+) Sur niveauAbove level
y (-) Sous niveauUnder level
z (+) A tribordStarboard side
z (-) A bbordPort side
R 50 mm
Y 100 mm
A + ou du joint existantB + or - compared to the existing joint
Type E4 : Niveaux Levels
Squence de soudageWelding sequence
Type E6 : Cloisons longitudinales + bordsLongitudinal bulkheads + shell platings
Squence de soudageWelding sequence
Pour orientation verticaleFor vertical direction
Type E5 : Cloisons transversalesTransverse bulkheads
Squence de soudageWelding sequence
Pour orientation verticaleFor vertical direction
1 2 3 4 1 2 3 4
1 2 3 4
3 4 2 1 3 4 2 1
Cote A (+ ou -)Dimension A (+ or -)
z
y
ou niveau (y)or level (y)
Niveau ou axe (z)Level or axis (z)
4
3
R
1
Cote B(+ ou -)
Dimension B(+ or -)
2
Cote A (+ ou -)Dimension A (+ or -)
x
z
Couple ouaxe (z)Frame oraxis (z)
Ou couple (x)Or frame (x)
4
3
R
1
Cote B(+ ou -)
Dimension B(+ or -)
2
Cote A (+ ou -)Dimension A (+ or -)
x
y
Couple ouniveau (y)Frame orlevel (y)
Niveau ou couple (x)Level or frame (x)
4
3
R
1
Cote B(+ ou -)
Dimension B(+ or -)
2
Tle + habillagePlate + fitting
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
16
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type F Breaches Type F
CONVENTIONS / RULESx (+) Sur lavant du couple
Forward of framex (-) Sur larrire du couple
On the back of framey (+) Sur niveau
Above levely (-) Sous niveau
Under levelz (+) A tribord
Starboard sidez (-) A bbord
Port side
R 50 mmA + ou du joint existant
+ or - compared to the existing joint
Type F1 et / and F8 : Niveaux Levels
Squence de soudage Welding sequence
Type F2 et / and F9 : Niveaux / Levels
Squence de soudageWelding sequence
Type F3 et / and F4 : Cloisons longitudinales ou transversales/Longitudinal or transverse bulkheads
Squence de soudageWelding sequence
Type F5 : Niveaux Levels
Squence de soudage Welding sequence
Type F6 et / and F7 : Cloisons longitudinales ou transversales/Longitudinal or transverse bulkheads
Squence de soudage Welding sequence
1 2 3 4
1 2 3 4
1 2 3 4
Cote A (+ ou -)Dimension A (+ or -)
CloisontransversaleTransversebulkhead
4
3
R
1
2
Cote BDimension B
x
50 50z
50
Rserve de soudureminimumMinimum weldallowance
About ou joint existantButt or existing joint
Cote A (+ ou -)Dimension A (+ or -)
CloisonlongitudinaleLongitudinalbulkhead
4
3
R
1
2
Cote BDimension B
z
50 50x
50
Rserve de soudureminimumMinimum weldallowance
About ou joint existantButt or existing joint
CoupleFrame
Cote A (+ ou -)Dimension A (+ or -)
CloisonlongitudinaleLongitudinalbulkhead
4
3
R
1
2
Cote BDimension B
z
50 50x
50
Rserve de soudureminimumMinimum weldallowance
About ou joint existantButt or existing joint
CoupleFrame
Cote A (+ ou -)Dimension A (+ or -)
CloisontransversaleTransversebulkhead
4
3
R
1
2
Cote BDimension B
x
50 50z
50Rserve de soudureminimumMinimum weldallowance
About ou jointexistantButt or existing joint1 2 3 4 1 2 3 4
Cote A (+ ou -)Dimension A (+ or -)
NiveauLevel
4
3
R
1
2
Cote BDimension B
y
50 50z
50Rserve de soudureminimumMinimum weldallowance
About ou joint existantButt or existing joint
coupleFrame
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
17
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type G Breaches Type G
G1 et / and G2 : Niveaux Levels
Squence de soudage Welding sequence
CONVENTIONSRULES
x (+) Sur lavant du coupleForward of frame
x (-) Sur larrire du coupleOn the back of frame
y (+) Sur niveauAbove level
y (-) Sous niveauUnder level
z (+) A tribordStarboard side
z (-) A bbordPort side
R 50 mm
A + ou du joint existant + or - compared to the existing joint
Type G3 et / and G4 : Cloisons longitudinales ou transversales/Longitudinal or transverse bulkheads
Squence de soudageWelding sequence
Type G6 : Cloisons longitudinales ou transversales Longitudinal or transverse bulkheads
Squence de soudage Welding sequence
Type G5 : Cloisons longitudinales ou transversales Longitudinal or transverse bulkheads
Squence de soudage Welding sequence 1 2 3 4
1 2 3 4
Cote A (+ ou -)Dimension A (+ or -)
Cl transversaleTransverse bkdOu joint existantOr existing joint
4
3
R1
2
50
z
Rserve de soudureminimumMinimum weld allowance
Cote BDimension B
x
Couple (x)Frame (x)
50
Cote A (+ ou -)Dimension A (+ or -)
NiveauLevelOu joint existantOr existing joint
4
3
R1
2
50
z
Rserve de soudureminimumMinimum weld allowance
Cote BDimension B
y
Couple (x)Frame (x)
50
1 2 3 4
Cote A (+ ou -)Dimension A (+ or -)
NiveauLevelOu joint existantOr existing joint
4
3
R1
2
50
z
Rserve de soudureminimumMinimum weld allowance
Cote BDimension B
y
CoupleOu axe (z)FrameOr axe (z)
50
1 2 3 4
Cote A (+ ou -)Dimension A (+ or -)
NiveauLevelOu joint existantOr existing joint
4
3
R1
2
50
z
Rserve de soudureminimumMinimum weld allowance
Cote BDimension B
y
Couple (x)Frame (x)
50
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
18
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type H Breaches Type H
CONVENTIONSRULES
x (+) Sur lavant du coupleForward of frame
x (-) Sur larrire du coupleOn the back of frame
y (+) Sur niveauAbove level
y (-) Sous niveauUnder level
z (+) A tribordStarboard side
z (-) A bbordPort side
A + ou du joint existant + or - compared to the existing joint
Type H1 : Cloisons transversales Transverse bulkheads
Squence de soudageWelding sequence
Type H2 : Cloisons longitudinales Longitudinal bulkheads
Squence de soudage Welding sequence
1 2 3 4
Cote A (+ ou -)Dimension A (+ or -)
z
4
350
12 Cote BDimension B
50
50 50
About ou joint existantButt or existing joint Rserve de soudure min.
Minimum weld allowance
NiveauLevel
NiveauLevel
Cote A (+ ou -)Dimension A (+ or -)
x
4
350
12 Cote BDimension B
50
50 50
About ou joint existantButt or existing joint Rserve de soudure min.
Minimum weld allowance
NiveauLevel
NiveauLevel
CoupleFrame
1 2 3 4
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
19
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type H Breaches Type H
Type H3 : Cloisons transversales Transverse bulkheads
Squence de soudage Welding sequence
Type H4 : Cloisons transversales Transverse bulkheads
Squence de soudageWelding sequence
Type H5 : Cloisons longitudinaleslongitudinal bulkheads
Squence de soudage Welding sequence
Type H6 : Cloisons transversalesTransverse bulkheads
Squence de soudage Welding sequence
1 2 3 4
Cote A (+ ou -)Dimension A (+ or -)
z
4
350
12 Cote BDimension B
50
50 50
About ou joint existantButt or existing joint Rserve de soudure min.
Minimum weld allowance
NiveauLevel
NiveauLevel
Cote A (+ ou -)Dimension A (+ or -)
z
4
350
12
Cote BDimension B
50
50 50
About ou joint existantButt or existing joint Rserve de soudure min.
Minimum weld allowance
NiveauLevel
NiveauLevel
1 2 3 4
1 2 3 41 2 3 4
Cote A (+ ou -)Dimension A (+ or -)
x
4
350
12Cote B
Dimension B
50
50 50
About ou joint existantButt or existing joint Rserve de soudure min.
Minimum weld allowance
NiveauLevel
NiveauLevel
coupleframe
Cote A (+ ou -)Dimension A (+ or -)
x
4
350
12
Cote BDimension B
50
50 50
About ou joint existantButt or existing joint Rserve de soudure min.
Minimum weld allowance
NiveauLevel
NiveauLevel
coupleframe
Tle + habillagePlate + fitting
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
20
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type I Breaches Type I
CONVENTIONSRULES
x (+) Sur lavant du coupleForward of frame
x (-) Sur larrire du coupleOn the back of frame
y (+) Sur niveauAbove level
y (-) Sous niveauUnder level
z (+) A tribordStarboard side
z (-) A bbordPort side
A + ou du joint existant + or - compared to the existing joint
Type I1 : Cloisons transversales Transverse bulkheads
Squence de soudageWelding sequence
Type I3 : Cloisons longitudinales longitudinal bulkheads
Squence de soudage Welding sequence
Type I2 : Cloisons longitudinales Longitudinal bulkheads
Squence de soudage Welding sequence
1 2 3 41 2 3 4
1 2 3 4
Cote A (+ ou -)Dimension A (+ or -)
z
4
350
12 Cote BDimension B
50
50 50
Rserve de soudure min.Minimum weld allowance
NiveauLevel
NiveauLevel
y = 0
Cote A (+ ou -)Dimension A (+ or -)
z
4
350
12 Cote BDimension B
50
50 50
Rserve de soudure min.Minimum weld allowance
NiveauLevel
NiveauLevel
y = 0
Cote A (+ ou -)Dimension A (+ or -)
x
4
350
12 Cote BDimension B
50
50 50
Rserve de soudure min.Minimum weld allowance
NiveauLevel
NiveauLevel
coupleframe
y = 0
Tle + habillagePlate + fitting
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
21
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type I Breaches Type I
CONVENTIONSRULES
x (+) Sur lavant du coupleForward of frame
x (-) Sur larrire du coupleOn the back of frame
y (+) Sur niveauAbove level
y (-) Sous niveauUnder level
z (+) A tribordStarboard side
z (-) A bbordPort side
A + ou du joint existant + or - compared to the existing joint
Type I4 : Cloisons transversales Transverse bulkheads
Squence de soudageWelding sequence
Type I6 : Cloisons longitudinales Longitudinal bulkheads
Squence de soudage Welding sequence
Type I5 : Cloisons longitudinalesLongitudinal bulkheads
Squence de soudage Welding sequence
1 2 3 4
1 2 3 4 1 2 3 4
Cote A (+ ou -)Dimension A (+ or -)
x
4
350
12 Cote BDimension B
50
50 50
Rserve de soudure min.Minimum weld allowance
NiveauLevel
NiveauLevel
coupleframe
Cote A (+ ou -)Dimension A (+ or -)
x
4
350
12
Cote BDimension B
50
50 50
About ou joint existantButt or existing joint Rserve de soudure min.
Minimum weld allowance
NiveauLevel
NiveauLevel
coupleframe
Cote A (+ ou -)Dimension A (+ or -)
z
4
350
12
Cote BDimension B
50
50 50
About ou joint existantButt or existing joint
Rserve de soudure min.Minimum weld allowance
NiveauLevel
NiveauLevel
Tle + habillagePlate + fitting
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
22
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type J Breaches Type J
CONVENTIONSRULES
x (+) Sur lavant du coupleForward of frame
x (-) Sur larrire du coupleOn the back of frame
y (+) Sur niveauAbove level
y (-) Sous niveauUnder level
z (+) A tribordStarboard side
z (-) A bbordPort side
A + ou du joint existant + or - compared to the existing joint
Type J1 : Cloisons transversales Transverse bulkheads
Squence de soudageWelding sequence
Type J2 : Cloisons transversales Transverse bulkheads
Squence de soudageWelding sequence 1 2 3 4
1 2 3 4
Cote A (+ ou -)Dimension A (+ or -)
z
4
3
12 Cote BDimension B
50
50
Rserve de soudure min.Minimum weld allowance
NiveauLevel
NiveauLevel
Cl. longitudinaleLongitudinal bkd
Cote A (+ ou -)Dimension A (+ or -)
x
4
3
12 Cote BDimension B
50
50
Rserve de soudure min.Minimum weld allowance
NiveauLevel
NiveauLevel
Cl. transversaleTransverse bkd
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
23
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type J Breaches Type J Tle + habillagePlate + fitting
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
24
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type K Breaches Type K
CONVENTIONSRULES
x (+) Sur lavant du coupleForward of frame
x (-) Sur larrire du coupleOn the back of frame
y (+) Sur niveauAbove level
y (-) Sous niveauUnder level
z (+) A tribordStarboard side
z (-) A bbordPort side
R 50 mm
A + ou du joint existant + or - compared to the existing joint
Type K1 : Niveaux Levels
Squence de soudageWelding sequence
Type K3 : Cloisons longitudinales Longitudinal bulkheads
Squence de soudageWelding sequence
Type K3 : Cloisons transversales Transverse bulkheads
Squence de soudageWelding sequence
1 2 3 4
1 2 3 4 1 2 3 4
Cote A (+ ou -)Dimension A (+ or -)
x
4
3 1
2
50
Rserve de soudure min.Minimum weld allowance
Cl transversale / Transverse bkd
Cl.
tran
sver
sale
Tra
nsve
rse
bkd
Cl.
long
itudi
nale
long
itudi
nal b
kd
z
Cote BDimension B
Cl longitudinale / Longitudinal bkdzx
R
50
Cote A (+ ou -)Dimension A (+ or -)
x
4
3 1
2
50
Rserve de soudure min.Minimum weld allowance
Cl. transversaleTransverse bkd
Cote BDimension B
R
50
NiveauLevel
Cote A (+ ou -)Dimension A (+ or -)
z
4
3 1
2
50
Rserve de soudure min.Minimum weld allowance
Cl. longitudinaleLongitudinal bkd
Cote BDimension B
R
50
NiveauLevel
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
25
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type K Breaches Type K
CONVENTIONSRULES
x (+) Sur lavant du coupleForward of frame
x (-) Sur larrire du coupleOn the back of frame
y (+) Sur niveauAbove level
y (-) Sous niveauUnder level
z (+) A tribordStarboard side
z (-) A bbordPort side
R 50 mm
A + ou du joint existant + or - compared to the existing joint
Type K4 : Niveaux Levels
Squence de soudageWelding sequence
Type K3 : Cloisons longitudinales Longitudinal bulkheads
Squence de soudageWelding sequence
Type K3 : Cloisons transversales Transverse bulkheads
Squence de soudageWelding sequence
1 2 3 4
1 2 3 4 1 2 3 4
Cote A (+ ou -)Dimension A (+ or -)
x
4
3 1
2
50
Rserve de soudure min.Minimum weld allowance
Cl transversale / Transverse bkd
Cl.
tran
sver
sale
Tra
nsve
rse
bkd
Cl.
long
itudi
nale
long
itudi
nal b
kd
z
Cote BDimension B
Cl longitudinale / Longitudinal bkdzx
R
50
Cote A (+ ou -)Dimension A (+ or -)
x ou z
4
3 1
2
50
Rserve de soudure min.Minimum weld allowance
Cl. transversaleTransverse bkd
Cote BDimension B
R
50
NiveauLevel
Cote A (+ ou -)Dimension A (+ or -)
z ou x
4
3 1
2
50
Rserve de soudure min.Minimum weld allowance
Cl. longitudinaleLongitudinal bkd
Cote BDimension B
R
50
NiveauLevel
Tle + habillagePlate + fitting
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
26
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type L Breaches Type L
CONVENTIONSRULES
x (+) Sur lavant du coupleForward of frame
x (-) Sur larrire du coupleOn the back of frame
y (+) Sur niveauAbove level
y (-) Sous niveauUnder level
z (+) A tribordStarboard side
z (-) A bbordPort side
I = Rserve de soudure / weld allowanceI 50 mm
(A laisser pendant les oprations et )( To be let during operations and )
500 mm + ou du joint existant + or - compared to the existing joint
Type L1 : Passage de fluides dans cloisons transversalestanches Fluid penetrations through watertight transversebulkheads
a. Mise en place de la partie basse avant peinture Fitting of lower part before painting
b. Fermeture totale de la brche Full closing of breach
Squence de soudageWelding sequence
Type L3 : Passage de fluides dans bordsFluid penetrations through shell plating
Squence de soudageWelding sequence
Type L2 : Passage de fluides dans cloisons longitudinalestanches / Fluid penetrations through watertightlongitudinal bulkheads
Squence de soudageWelding sequence1 2 3 4
1 2 3 4 5 6 7
4
3
5
2
500 (+ ou / or -)
Rserve de soudure min.Minimum weld allowance
NiveauLevel
50
z
R
50
100100
600
300I I1
6 7
500 (+ ou / or -)
100 100
600x
y
R
4
1
3
2
50
NiveauLevel
50 Rserve de soudure min.Minimum weld allowance
CoupleFrame
Joint existantExisting joint 4
3
5
2
500 (+ ou / or -)
Rserve de soudure min.Minimum weld allowance
NiveauLevel
50
x
R
50
100100
600
300I I1
6 7
CoupleFrame
1 2 3 4 5 6 7
1 21 2
-
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NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
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27
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type M Breaches Type M
Type M1 : Passage de fluides dans cloisons transversalesnon tanches Fluid penetrations through not watertighttransverse bulkheads
Squence de soudageWelding sequence
Type M2 : Passage de fluides dans cloisons longitudinalesnon tanches Fluid penetrations through not watertightlongitudinal bulkheads
Squence de soudageWelding sequence
Type M3 : Cloisons transversalesTransverse bulkheads
Squence de soudageWelding sequence
Type M4 : Cloisons longitudinales Longitudinal bulkheads
Squence de soudageWelding sequence1 2 3
3
2
Rserve de soudure min.Minimum weld allowance
NiveauLevel
50
R
1
Cote BDimension B
50
z
EvidementsOpenings
Cote A (+ ou -)Dimension A (+ or -)
3
2
Rserve de soudure min.Minimum weld allowance
NiveauLevel
50
R
1
Cote BDimension B
50
x
EvidementsOpenings
Cote A (+ ou -)Dimension A (+ or -)
CoupleFrame
1 2 3 1 2 3
3
2
Rserve de soudure min.Minimum weld allowance
NiveauLevel
50
R
1
Cote BDimension B
50
z
EvidementsOpenings
Cote A (+ ou -)Dimension A (+ or -)
CoupleFrame
3
2
Rserve de soudure min.Minimum weld allowance
NiveauLevel
50
R
1
Cote BDimension B
50
x
EvidementsOpenings
Cote A (+ ou -)Dimension A (+ or -)
1 2 3
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
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28
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type N Breaches Type N
CONVENTIONSRULES
x (+) Sur lavant du coupleForward of frame
x (-) Sur larrire du coupleOn the back of frame
y (+) Sur niveauAbove level
y (-) Sous niveauUnder level
z (+) A tribordStarboard side
z (-) A bbordPort side
Type N1 : Niveaux Levels
Squence de soudageWelding sequence
Type N2 : NiveauxLevels
Squence de soudageWelding sequence
Pour orientation verticaleFor vertical direction
Nota : valable pour N1 et N2 brches soudes avec reprisedessous (330 x 440) (S.L.C.) ou sur support cramiquepour soudage avec fil fourr gaz
Note : applicable to N1 and N2 welded breaches with backweld (330 x 440) or on ceramic backing strip forShielded flux cored arc welding
Coupe A - ASection A - A
1 2 3 4
1 2 3 4
4 3
2
Couple ouaxe (z)
Frame oraxis (z) x
R
A
440
R = 100
z
1
330
A
Couple (x)Frame (x)
4
3
2
Couple ouaxe (z)
Frame oraxis (z)
xA
440
R = 100
z
1 330
A
Couple (x)Frame (x)
3 4 2 1
25 25 25 25BrchesBreaches
Dcoupure / cutout 330 x 440Clair / clear 330 x 440
Dessus niveauLevel top
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
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29
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type O Breaches Type O
CONVENTIONSRULES
x (+) Sur lavant du coupleForward of frame
x (-) Sur larrire du coupleOn the back of frame
y (+) Sur niveauAbove level
y (-) Sous niveauUnder level
z (+) A tribordStarboard side
z (-) A bbordPort side
Type O1 : Niveaux Levels
Squence de soudageWelding sequence
Type O2 : NiveauxLevels
Squence de soudageWelding sequence
Nota : valable pour O1 et O2 Brches IP soudes sur plat
Note : applicable to O1 and O2 on flat welded breaches
Coupe A - ASection A - A
Nota : mme restriction que le type 4 p.35Note : same restriction as the type 4 p.351 2 3 4
1 2 3 4
4 3
2
CoupleFrame
x
A
R = 50
z
1
330
A
440
4
3
2
CoupleFrame
xA
440
R = 50
z
1 330
A
Dcoupure / cutout 330 x 440Tape / cover 324 x 434 Dessus niveau
Level top
Clair 290 x 400Clear 290 x 400
e 5
25 253
20 20
Plat agrafFastened flat
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
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In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type P Breaches Type P
CONVENTIONSRULES
x (+) Sur lavant du coupleForward of frame
x (-) Sur larrire du coupleOn the back of frame
y (+) Sur niveauAbove level
y (-) Sous niveauUnder level
z (+) A tribordStarboard side
z (-) A bbordPort side
2R = Diamtre nominal porter 10 p. avec minimum de 100 mm2R = nominal diameter to be bearded 10 th. with minimum of 100 mm
Type P1 : Niveaux Levels
Squence de soudageWelding sequence
Type P2 : Cloisons longitudinales et bordsLongitudinal bulkheads and shell platings
Squence de soudageWelding sequence
Type P3 : Cloisons transversalesTransverse bulkheads
Squence de soudageWelding sequence
1 2 3 4
1 2 3 4
4
32
CoupleFrame
x
R
z
1
4
32
CoupleFrame
x
R
y
1
NiveauLevel
4
32
z
R
y
1
NiveauLevel
1 2 3 4
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
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31
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type Q Breaches Type Q
Type Q1 : Niveaux Levels
CONVENTIONSRULES
x (+) Sur lavant du coupleForward of frame
x (-) Sur larrire du coupleOn the back of frame
y (+) Sur niveauAbove level
y (-) Sous niveauUnder level
z (+) A tribordStarboard side
z (-) A bbordPort side
R 300 mm Type Q2 : Niveaux Levels
Type Q4 : Cloisons longitudinalesLongitudinal bulkheads
Type Q3 : Cloisons transversalesTransverse bulkheads
CoupleFrame
x
R
z
Cote BDimension B
CoupleFrame
x
R
z
Cote ADimension A
CoupleFrame
x
R
y
Cote BDimension B
NiveauLevel
z
R
y
Cote BDimension B
NiveauLevel
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
32
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Brches Type R : cloisons demmnagement Breaches Type R : accommodation bulkhead
CONVENTIONSRULES
x (+) Sur lavant du coupleForward of frame
x (-) Sur larrire du coupleOn the back of frame
y (+) Sur niveauAbove level
y (-) Sous niveauUnder level
z (+) A tribordStarboard side
z (-) A bbordPort side
A + ou - du joint existantA + or - of existing joint
Type R1 : Cloisons transversales demmnagement Transverse accommodation bulkheads
Squence de soudageWelding sequence
Type R2 : Cloisons longitudinales demmnagement Longitudinal accommodation bulkheads
Squence de soudageWelding sequence
4
3
2
Rserve desoudure min.
Minimum weldallowance
50
z
50
A
1
Cote A (+ ou -)Dimension A (+ or -)
Cote BDimension B
5050
A
NiveauLevel
Niveau ou semelle / Level or flange
Cote ADimension A
Recouvrement 30 mm miniMinimum 30 mm lap
1 2 3 4
1 2 3 4
Coupe A - A
Rserve de soudure min.Minimum weld allowance Cote A
Dimension A
Recouvrement 30 mm miniMinimum 30 mm lap
4
3
2
50
x
50
A
1
Cote A (+ ou -)Dimension A (+ or -)
Cote BDimension B
5050
A
NiveauLevel
Niveau ou semelle / Level or flange
5050 Coupe A - A
CoupleFrame
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
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33
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Tapes de fermeture boulonnes sur brchesd'accs aux lames d'air- cloisons EM seulement.
Bolted closing covers on access breaches toair gap Accomodation bulkhead only
Type S1 Type S2 Type S3
A - 1500B - 1560C - 1580D - 1582
A - 1000B - 1060C - 1080D - 1082
A - 700B - 760C - 780D - 782
Il faut privilgier le type S2You have to favour the S2 type
CloisonBulkhead
Dtail 1 ou 2Detail 1 or 2
Boulons HM 10-25 en acierzinguBolts HM 10-25 in electro-galvanized steel
Ct lame d'airOn air gap side
PontDeck Tape / cover = B
Extr cadre / outside frame = CDcoupure / cutout = D
25
210
1820
50 x
5
clair / clear = A
Tap
e =
1880
Cov
er =
188
0
2050
max
i
A
A
COUPE A - A
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
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34
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
NOTA :
Dtail 1 : valable pour cloison EM avec nervureprofondeur 40 mm
Dtail 2 : valable pour cloison EM avec nervureprofondeur 70 mm
Les tapes et leurs cadres recevront la mme isolationque la cloison sur laquelle ils sont installs
NOTE :
Detail 1 : applicable for accommodation bulkheadwith depth rib of 40 mmDetail 2 : applicable for accommodation bulkheadwith depth rib of 70 mm
Covers and frames will receive the same insulationas the bulkhead on which they are installed.
Soudure discontinueDiscontinuous weld
Intrieur lame d'airDiscontinuous weld
50 x 5 4
1530
crou soudWelded nut
12,530
Tle plie paisseur 4Bend plate thickness 4 mm
480 220
401
150Dcoupure
Cutout
10
90
Pont / Deck
Nervure : 70Rib : 70
Soudure continue tancheuniquement si tape dans localhumideWatertight continuous weldonly if cover in wet local
Soudure discontinueDiscontinuous weld
Intrieur lame d'airDiscontinuous weld
50 x 5 4
1530
crou soudWelded nut
Tle plie paisseur 4Bend plate thickness 4 mm
17,5
1
150Dcoupure
Cutout
10
90
Pont / Deck
Nervure : 70Rib : 70
Soudure continue tancheuniquement si tape dans localhumideWatertight continuous weldonly if cover in wet local
22,5Cornire 60 x 40 x 5Angle bar 60 x 40 x 5
480 220
Soudure continuetanche dans tous les casWatertight ontinuousweld in all cases
Dtail 2REP TFB
Dtail 1REP TFA
Joint LATTY GOLD 92G2FLATTY GOLD 92G2F joint
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
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35
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
2. Principe de position des charnires sur brches 2. Principle for locating hinges on breachsurrounds
2.1 Brches sens longitudinal 2.1 Longitudinal direction breaches
Position aux naissances rayonLocation au radius onset
2.2 Brches sens vertical 2.2 Vertical direction breaches
Position 1/3 - 2/3Location at 1/3 - 2/3
Critres de choix des charnires
Charnires Repre A : pour toutes brches de dimensions gales ou infrieures ex. 1,800 m de hauteur x 0,800paisseur 25 ou 0,600 m de hauteur x 1,400 paisseur 20
Charnires Repre B : pour toutes brches de dimensions suprieures
Criteria for selecting hinges
A mark hinges : for all breaches whose dimensions are equal or lower to : ex. 1,80 height x 0,800 25 thickness or0,600 m height x 1,400 20 thickness
B mark hinges : for all breaches with upper dimensions
Goupilles inversesReverse pins
NRRO
NRRO
Barrettes de retenueNo return links
Goupilles inverses(pour scurit)Reverse pins(for safety)
Barrettes de retenueNo return links
1/2
1
1/2
1
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
36
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
3. Rabotage des brches 3. Planing of breaches
Type 1 Chanfreins sur niveauxChamfers on levels
Type 2 Chanfreins sur bordChamfers on shell plating
Type 3 Chanfreins sur cloisons transversales etlongitudinales / Chamfers on transverse andlongitudinal bulkheads
Type 4 Chanfreins fermetures sur platsChamfers closing on flats
Applicable partout sauf : - Sur bord- Dans capacits liquide- Si plat du ct humide- Zones en acier HR
Applicable everywhere unless : - on shell plating - In liquid tanks - If flat on the wet side - HT steel zones
Type 5 Soudure : fil fourr gaz Welding : shielded flux cored arc
Chanfreins sur niveauxChamfers on levels
Type 6 Soudure : fil fourr gazWelding : shielded flux cored arc
Chanfreins sur bord, sur cloison verticale ou longitudinaleChamfers on shell plating, on vertical or longitudinalbulkhead
Voir nota page 36See nota page 36
25 25 25 25
paisseur maxi 10 mmMaxi 10 mm thickness
BRECHE / BREACH
Extrieur navireShip outside
BRECHE / BREACH
25 25 25 25
25 25 25 25
1/2
1/2 Extrieur navireShip outside
paisseur maxi 10 mmMaxi 10 mm thickness
BRECHE / BREACH
25 25 25 25
25 25 25 25
1/2
1/2 Ct habillageFitting side
paisseur maxi 10 mmMaxi 10 mm thickness
25 25 25 25
BRECHE / BREACH
Ct habillageFitting side
paisseur maxi 10 mmMaxi 10 mm thickness
25 25 25 25
paisseur maxi 10 mmMaxi 10 mm thickness
BRECHE / BREACH
Dessus niveauLevel top
BRECHE / BREACH
25 25 25 25
25 25 25 25
1/2
1/2 Dessus niveauLevel top
paisseur maxi 10 mmMaxi 10 mm thickness
25 25
Plat de 30x3 mini agrafFastened flat of minimum 30x3
BRECHE / BREACH
Extrieur navireShip outside
5
25 25 25 25
paisseur maxi 25 mmMaxi 25 mm thickness
BRECHES / BREACHES
Dessus niveauLevel top
25 25 25 25
paisseur maxi 25 mmMaxi 25 mm thickness
BRECHE / BREACH
Dessus niveauLevel top
25 25 25 25
paisseur maxi 25 mmMaxi 25 mm thickness
BRECHE / BREACH
Dessus niveauLevel top
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
37
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Nota : NoteContrle ultrason ou radio par sondage.
Le plan de sondage est dfinir localement enaccord avec l'expert.
Boite vide sur les brches qui seraient ouvertesaprs l'preuve des capacits. Dimensionsminimales des empicements suivant documentI.R.C.N standard qualit coque
Soudage : le soudage des joints et abouts debrches sera fait conformment aux rgles descahiers de soudage suivants :
1. Pour les aciers grades A - B - D
2. Pour les aciers grades E - ES (mthaniers)
Ultrasound or radio by sounding control.
The welding sounding is to be defined locally with theagreement of the surveyor.
Emptiness box on breaches which would be openedafter the tanks tests. Minimal dimensions of ?according to Hull Quality standard IRCN document
Welding : the joints and breaches butts welding will bemade in accordance with rules of following weldingbooks :
1. For the A - B - D grades steels
2. For the E - ES (LNG tankers) grades steels
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
38
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
4. Types coupes de profils 4. Types profiles sections
Type 1
Type 2
Type 3
Type 4
ProfilsProfiles
Ct brcheOn breach side
r = 20 / to 30
ProfilsProfiles
Ct brcheOn breach side
r = 20 / to 30
20 50 suivant chantillon20 to 50 according to scantling
ProfilsProfiles
Ct brcheOn breach side
r = 20 / to 30
20 50 suivant chantillon20 to 50 according to scantling
ProfilsProfiles
Ct brcheOn breach side
r = 20 / to 30
20 50 suivant chantillon20 to 50 according to scantling
= CharnireHinge
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
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39
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
5. Dtail des brches normalises 5. Detail of normalised breachesPrincipes cotes "A et B" ngatives Principles for A and B negative dimensions
Cote A (-) Niveaux / Levels
Cote B (-)
Cote A (-) Cloisons transversalesTransverse bulkheads
Cote B (-)
Abouts ou joints existantsExisting butts or joints
Cote B (-)Dimension B (-)
RZ
CoupleFrame
X
Cote / dimension A (+)
XCote / dimension A (-)
CoupleFrame
R
Cote B (+)Dimension B (+)
Z
Abouts ou joints existantsExisting butts or joints
X
CoupleFrame
XCote / dimension A (-)
NiveauLevel
R
Cote B (+)Dimension B (+)
Z
Abouts ou joints existantsExisting butts or joints
R
Cote B (+)Dimension B (+)
Abouts ou joints existantsExisting butts or joints
Cote B (-)Dimension B (-)
Ry
Z
Cote / dimension A (+)
NiveauLevel
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
40
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Cote A (-) Cloisons longitudinalesLongitudinal bulkheads
Cote B (-)
Cote A (-) BordsShell platings
Cote B (-)
Abouts ou joints existantsExisting butts or joints
Cote B (-)Dimension B (-)
RZ
X
Cote / dimension A (+)
XCote / dimension A (-)
CoupleFrame
R
Abouts ou joints existantsExisting butts or joints
Cote B (+)Dimension B (+)
yNiveauLevel
Abouts ou joints existantsExisting butts or joints
Cote B (-)Dimension B (-)
Ry
CoupleFrame
X
Cote / dimension A (+)
Niveaulevel
XCote / dimension A (-)
NiveauLevel
R
y
Abouts ou joints existantsExisting butts or joints
R
Cote B (+)Dimension B (+)
CoupleFrame
-
Rf. : CM.X002.M1 Rev : 6CHANTIERS DELATLANTIQUE
NORMES DECONCEPTION
DESIGNSTANDARD
BRECHES STANDARD
STANDARD BREACHESCe document comporte
41 pagesPage
41
In the event of any difference in the interpretation of this procedure the French version shall take precedenceThis document and the information contained therein are the exclusive property of CHANTIERS DE LATLANTIQUE, shall not be used, communicated, reproduced, copied or otherwise disposedof,directly or indirectly, for supplying information to others except by prior written consent of CHANTIERS DE LATLANTIQUE.
Annexe 1Enclosure 1
ARGUMENTAIRE DE VENTESALE ARGUMENT
Cette norme a pour objet d'amliorer le traitement des brches et de simplifier leur gestion parinformatique.
La configuration et le rabotage des brches sont la synthse de l'exprience acquise et desexigences armateur, constructeur et socits de classification