CSQS（中国造船质量标准）English version.doc

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1、NOTESThere documents are shipbuilding quality standard implemented by our yard presently. They consist of two parts like QUALITY CONTROL THROUGH PRODUCTION and CONSTRUCTION ACCURACY Taken as a main basis for the shipbuilding in our yard, this construction accuracy is made according to the shipbuildi

2、ng quality standard in advanced shipbuilding nations, international conventions as well as rules and regulations of some well-known classification societies. For this purpose, we require:1. detailed workmanship and drawings, if no other specific restriction, comply with the respective requirements s

3、tated in this STANDARD. In case of difference, this STANDARD shall govern all.2. should there be some items in the newbuilding contract or technical specification of higher requirement than this STANDARD, these items should be regarded as an exception and performed according to specific requirement

4、otherwise announced.CONTENTS PART 1 QUALITY CONTROL THROUGH PRODUCTION1 STEEL MATERIAL AND PROCESSING61.1 Steel material .61.2 Steel processing .62 FIXING AND ASSEMBLING72.1 Fixing and assembling of parts and members.72.2 Block assembling73 WELDING.83.1 Preparation before welding.83.2 Welding proces

5、s.83.3 Welding inspection.83.4 Key points of quality control.94 TIGHTNESS TEST.95 FABRICATION,FIXING,TIGHTNESS TESTING AND FLUSHING OF PIPES105.1 Fabrication of pipes.105.2 Fixing of pipes and fittings .115.3 Tightness testing of piping system.125.4 Flushing of pipes126 PAINTING.136.1 Pre-treatment

6、of steel surface136.2 Shop primertouch-up.136.3 Secondary derusting and surface cleaning.136.4 Painting work.137 HULL OUTFITTING137.1 Pre-outfitting of ship equipment137.2 Approval of ship equipment.137.3 Installation of ship equipment147.4 Key points of quality control.148 MACHINERY INSTALLATION.15

7、8.1 Shafting and propeller.158.2 Main engine and accessories178.3 Auxiliary machinery.188.4 Boiler199 ELECTRIC INSTALLATION.199.1 Electric fittings.199.2 Cable laying.209.3 Installation and earthing of electric equipment209.4 Connection and earthing of metal covering of cables.2110 AUTOMATIC CONTROL

8、 AND REMOTE CONTROL,TELEMETRY EQUIPMENT AND THEIR TESTING.2110.1 Sensors.2110.2 Automatic control and remote control.2210.3 Monitoring and alarming.2210.4 Test of unattended engine room.2311 MOORING TEST AND SEA TRIAL.2311.1 Mooring test and sea trial for hull part.2311.2 Mooring test and sea trial

9、for machinery part.2411.3 Mooring test and sea trial for electric part.2512 COMPLETION AND DELIVERY.2512.1 Delivery of cabin equipment, spares and supplies2512.2 Inspection of marking and operation instructions.2512.3 As-built drawings and ship delivery documents2612.4 Certificates to be handed over

10、26PART 2 PLANS FOR APPROVAL AND INSPECITIONS AND TESTS FOR ACCEPTANCE1 PLANS FOR APPROVAL.271.1 General .271.2 Plans and documents to be submitted for review and approval272 INSPECTIONS AND TESTS FOR ACCEPTANCE.322.1 General.322.2 Items of inspection and tests.33PART 3 CONSTRUCTION ACCURACY1 HULL CO

11、NSTRUCTION341.1 Steel materials.341.2 Marking .361.3 Cutting.371.4 Forming.391.5 Fixing and assembling421.6 Welding.491.7 Fairness and finishing.511.8 Principal dimensions and deformation561.9 Draught and freeboard marks.572HULL OUTFITTING.582.1 Rudder 582.2 Mast, deck crane post and derrick boom612

12、.3 Cargo hold hatch cover.632.4 Weathertight closing devices.732.5 cabin outfitting803 MACHINERY INSTALLATION.833.1 Diesel main engine833.2 Shafting 853.3 Auxiliary machinery.863.4 Deck machinery883.5 Installation of steering gear and fastening liner.893.6 Fabrication and installation of piping.894

13、ELECTRIC INSTALLATION.984.1 Cable laying.984.2 Electric equipment installation.1005 PAINTING.1025.1 Pretreatment of steel surface1025.2 Secondary derusting.1035.3 Surface cleaning.1055.4 Quality of coating1075.5 Film thickness of coating.108PART 1QUALITY CONTROL THROUGH PRODUCTION1 STEEL MATERIAL AN

14、D PROCESSING1.1 Steel material1.1.1 Upon arrival in the yard, all marine steel materials are to be checked against quality certificates. Visual inspection is to be done to confirm their quality.1.1.2 All steel materials are to be stowed in pile according to sizes and brand andkept flat.1.1.3 All ste

15、el materials shall be served out against material allocation sheetaccording to the production plan.1.1.4 Visual inspection is to be done to the steel materials before processing.1.1.5 Key points of quality control:a) size, brand, heat number, batch number;b) minus tolerance in thickness for plates a

16、nd sections;c) surface qualities;d) any defects in large forgings and castings.1.2 Steel processing1.2.1 Marking and cutting1.2.1.1 Necessary pre-treatment such as levelling, straightening and derusting are tobe done to the plates and sections before cutting.1.2.1.2 Numerical controlled cutting and

17、other high efficient high-precision cuttingmeans are to be used as far as possible to improve marking and cutting accuracy.1.2.1.3 Material property, heat number, batch number and thickness are to be noteddown for primary members according to the requirement.1.2.1.4 Key points of quality control for

18、 marking:a) size deviation;b) anglar deviation;c) markings such as processing symbols, codes and marks.1.2.1.5 Key points of quality control for cutting:a) cutting accuracy;d) dimensional size;e) lamination.1.2.2 Forming1.2.2.1 Bending Forming by cold or hot bending of steel plates and sections is t

19、o be performed according to the specified requirements for materials of different properties and grades.1.2.2.2 Key points of quality control:a) heating temperature;b) accuracy of forming.2 FIXING AND ASSEMBLING2.1 Fixing and assembling of parts and members2.1.1 The accuracy requirements of block as

20、sembling is to be met for the fixingand assembling of parts and members. Shop pnmer is to be applied after welding.2.1.2 Key points of quality control:a) geometrical dimensions of parts and members;b) installation locations;c) deformation.2.2 Block assembling2.2.1 Block assembling is to be generally

21、 carried out on the platform or jig.2.2.2 Pre-outfitting of parts and members is to be done according to the design drawings.2.2.3 The accuracy that meets the requirements of general assembling is to be applied for block assembling.2.2.4 Block assemblies are to be painted after inspection.2.2.5 Key

22、points of quality control:a) marking accuracy;b) installation accuracy of internal structure joints inside the block;c) accuracy of block configuration and its dimensional size; d) accuracy of block edges; e) correctness of assembling reference lines; f) levelness of face plate and location deviatio

23、n of main engine bed; g) installation locations of key components, such as shaft boss, rudder horn, etc; h) accuracy of jig manufacturing2.3 Erection on shipway2.3.1 Carry out marking on the shipway with corresponding symbols and marks.2.3.2 Place the reference block in position, and then proceed wi

24、th successiveblocks according to the shipway assembling schedule.2.3.3 Carry out erection on shipway.2.3.4 During construction process, all temporary openings in the primary membersand their closing-up are to comply with the requirements set out in the technical documents.2.3.5 Remove temporary weld

25、ing pieces and lifting eye pieces according to usualpractice.2.3.6 After completing shipway assembling, the hull is to be painted according tothe specified requirements.2.3.7 Key points of quality control:a) accuracy of marking on the shipway;b) correctness of location of the reference blockc) frame

26、 spacing at block junctions;d) alignment accuracy of structural members;e) deflection of the centerline of the keel;f) alignment accuracy of shaft centerline;g) marking accuracy of loadline and draft marks;h) principal dimensions of the hull.3 WELDING3.1 Preparation before welding3.1.1 Welding mater

27、ials, preparation of weld joints and assembling accuracy are tocomply with relevant requirements set out in quality control documents.3.1.2 The welding zone is to be free of rust, scales, grease, moisture or other dirty.3.1.3 The environmental condition of the welding area is to be kept in good orde

28、r.3.1.4 Tack welding is to be carried out according to specified technologicalprocedures.3.1.5 Wherever new materials or new welding technologies are adopted, test reports and welding procedures are to be submitted to the classification society for approval.3.2 Welding processAll welding shall be ca

29、rried out according to the methods and conditions as required by the welding technology procedures. Proper measures for minimizing welding deformation are to be taken.3.3 Welding inspection3.3.1 Inspection of welding is to be carried out throughout the whole process ofwelding including inspections b

30、efore, during and after welding as well as the inspection of finished weldments.3.3.2 All welds are to be visually examined first.3.3.3 Quality inspection of welded seams is to be carried out according to thespecified requirements. Either X-ray detection, ultrasonic detection or other inspection met

31、hods approved by the classification society may be adopted.3.3.4 Leg sizes of fillet welds are to comply with the design plan and relevantcodes.3.3.5 Welded joints on the strength deck, shell plate and interior strength membersin the mid-length region are to be inspected in accordance with the non-d

32、estructive inspection plan approved by the classification society.3.3.6 Welds not conforming to the requirements of quality standards are to berectified and repaired as required, and are to be inspected again.3.4 key points of quality controla) qualification of welders;b) welding materials;c) weldin

33、g codes;d) groove sizes and seam clearance;e) cleanness of welding region;f) preheating and heat-retaining;g) welding deformation;h) sizes of welded seams;i) integrity of all-around welds;j) surface and inner defects in welding seam.4 TIGHTNESS TEST4.1 Tightness test is to be conducted after main hu

34、ll and the structure to be tested are completed, all accessories affecting the tightness are fixed and non-destructive testing are properly completed.4.2 All welding seams having concern with tightness test are to be free of scales, slugs, paints(excluding primers)or any grease.4.3 Tightness test to

35、 the hull structure may be performed with either hose test, hydraulic test, air test or other equivalent methods depending upon the hull strength and tightness requirement.4.4 Tightness test may be performed on blocks.4.5 The location and requirements for tightness test are to be in compliance with

36、the requirements of the classification society.4.6 Key points of quality control:a) cleaning of welded seams;b) test pressure;c) test procedure;d) test duration;e) inspection for deformation and leakage.5 FABRICATION, FIXING, TIGHTNESS TESTING AND FLUSHING OF PIPES5.1 Fabrication of pipes5.1.1 Mater

37、ial of pipes5.1.1.1 Upon arrival in the yard, visual inspection is to be conducted to the pipesagainst technical documents. The pipes are to be properly stowed separately according to their material quality, heat number, batch number, grade and size.5.1.1.2 Key points of quality control:a) certifica

38、te of qualification;b) size and visual appearance;c) separate stowing.5.1.2 Blanking of pipes5.1.2.1 Before blanking, check is to be made to the pipe size, grade, material quality, heat number and batch number. After blanking and temporary sealing, the pipe sections are to be properly numbered and s

39、towed in accordance with technical document.5.1.2.2 Key points of quality control:a) size and visual appearance;b) blanking length and serial number;c) stowing and maintenance.5.1.3 Bending of pipes5.1.3.1 Either cold bending or hot bending may be used for pipe bending. In case of cold bending, the

40、bending radius of the curvature of the pipe is to be in general not less than three times the outside diameter of the pipe. For special pipes such as tank heating pipe and pipes to be fixed in confined space, the radius of curvature is to be in general not less than two times the outside diameter of

41、 the pipe. When pre-fabricated bend is adopted, the bending radius of the curvature is to be not less than the outside diameter of the pipe.5.1.3.2 Key points of quality control:a) circularity of the pipe bend;b) height of bending corrugation of the pipe bend;c) mechanical damage or defect;d) bend angle, rotating angle and length of pipe segment after bending.5.1.4 Fixing of pipes5.1.4.