NAVY MIL-STD-1625 D-2009 SAFETY CERTIFICATION PROGRAM FOR DRYDOCKING FACILITIES AND SHIPBUILDING WAYS FOR U S NAVY SHIPS《美国海军舰船的进干船坞设施和造船方法的安全认证体系》.pdf

《NAVY MIL-STD-1625 D-2009 SAFETY CERTIFICATION PROGRAM FOR DRYDOCKING FACILITIES AND SHIPBUILDING WAYS FOR U S NAVY SHIPS《美国海军舰船的进干船坞设施和造船方法的安全认证体系》.pdf》由会员分享，可在线阅读，更多相关《NAVY MIL-STD-1625 D-2009 SAFETY CERTIFICATION PROGRAM FOR DRYDOCKING FACILITIES AND SHIPBUILDING WAYS FOR U S NAVY SHIPS《美国海军舰船的进干船坞设施和造船方法的安全认证体系》.pdf（147页珍藏版）》请在麦多课文档分享上搜索。

1、AMSC N/A FSC 1950 INCH-POUND MIL-STD-1625D(SH) 27 August 2009 SUPERSEDING MIL-STD-1625C(SH) 25 August 1987 DEPARTMENT OF DEFENSE STANDARD PRACTICE SAFETY CERTIFICATION PROGRAM FOR DRYDOCKING FACILITIES AND SHIPBUILDING WAYS FOR U.S. NAVY SHIPS Provided by IHSNot for ResaleNo reproduction or networki

2、ng permitted without license from IHS-,-,-MIL-STD-1625D(SH) ii FOREWORD 1. This standard is approved for use by the Naval Sea Systems Command, Department of the Navy, and is available for use by all Departments and Agencies of the Department of Defense. 2. The Safety Certification Program (SCP) for

3、drydocking facilities and shipbuilding ways, including transfer facilities, has been established to ensure the safety of U.S. Navy ships listed in the Naval Vessel Register that are to be drydocked or built on these facilities. The certification procedures include an evaluation and approval of data

4、associated with the design, material condition, and operation of the facilities. These procedures are described in detail in this Military Standard (hereinafter referred to as the “standard”). 3. The certification procedures, contents of certification reports, and technical requirements for certific

5、ation are described in this standard. The scope of the SCP and general certification requirements are provided in sections 1 through 4. Detailed technical requirements are described in section 5. 4. This document is applicable for certifying both Navy-operated and commercially-operated drydocking, b

6、uilding, transferring and launching facilities for ships; but does not necessarily reflect all of the design requirements of dry docks, vertical lifts, marine railways, building and transfer ways or launch ways that are required by new design ship specifications. 5. Certification of a facility is ba

7、sed upon the evaluation of the facility data provided by the operating activity. The operating activity remains solely responsible for maintaining and operating the facility in a safe manner and condition. 6. The operator will obtain certification of leased U.S. Navy dry docks prior to docking U.S.

8、Navy ships. The Navy is not responsible for providing or preparing certification data. Certification of the dock is not required for docking non-Navy ships. 7. Training programs will ensure that dry dock personnel are adequately qualified to perform their assigned functions and that every person has

9、 a sound knowledge of how their workstation interacts with others. Training programs will also provide for qualified personnel to periodically review the responsibilities of their workstations, and for retraining or re-qualification whenever new procedures or operations are introduced. 8. Where term

10、s are used herein such as “submitted,” “submitted to the Navy,” “provided to the Navy,” or “made available for Navy review,” the recipient is intended to be: a. The Naval Sea Systems Command (Logistics, Maintenance, and Industrial Operations Directorate (SEA 04) when a Navy shore or fleet activity i

11、s submitting the certification report for its own drydocking facility. b. The cognizant Supervisor of Shipbuilding (SUPSHIP), Regional Maintenance Center (RMC), or other designated Navy representative, when a U.S. Navy contractor is submitting the certification report for its own or leased drydockin

12、g facility. 9. Comments, suggestions, or questions on this document should be addressed to Commander, Naval Sea Systems Command, ATTN: SEA 05B5, 1333 Isaac Hull Avenue, SE, Stop 5160, Washington Navy Yard DC 20376-5160 or emailed to CommandStandardsnavy.mil, with the subject line “Document Comment.”

13、 Since contact information can change, you may want to verify the currency of this address information using the ASSIST Online database at http:/assist.daps.dla.mil. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-STD-1625D(SH) iii CONTENTS PARAG

14、RAPH PAGE 1. SCOPE1 1.1 Scope of the safety certification program (SCP).1 1.1.1 Purpose.1 1.1.2 Limitations of SCP scope.1 1.2 Facilities included in SCP.1 1.2.1 Non-permanent facilities or facilities of unusual design 1 1.2.2 Facilities located abroad.1 1.2.3 Facilities for nuclear-powered ships.1

15、1.3 Applicability of the SCP .1 2. APPLICABLE DOCUMENTS 1 2.1 General1 2.2 Government documents 2 2.2.1 Other Government documents, drawings, and publications.2 2.3 Non-Government publications2 2.4 Order of precedence3 3. DEFINITIONS .3 3.1 Acronyms and abbreviations.3 3.1.1 CRC3 3.1.2 DDS3 3.1.3 FC

16、R 3 3.1.4 FOS 3 3.1.5 GM .3 3.1.6 KG3 3.1.7 LCB3 3.1.8 LCG3 3.1.9 LT.3 3.1.10 MSC .3 3.1.11 NAVFAC .3 3.1.12 NAVSEA3 3.1.13 NDT .3 3.1.14 NSN3 3.1.15 NSTM.3 3.1.16 RMC.3 3.1.17 SCP.3 3.1.18 SUPSHIP3 3.1.19 UFC3 3.1.20 VCG .3 3.2 Definitions of special terms 3 3.2.1 Baseline certification3 3.2.2 Conf

17、iguration control procedures.4 3.2.3 Control inspection 4 3.2.4 Correction of deficiencies 4 3.2.5 Deviation4 3.2.6 Facility .4 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-STD-1625D(SH) iv PARAGRAPH PAGE 3.2.7 Facility operations supervisor 4

18、 3.2.8 Fleet4 3.2.9 Graving dock launch pontoon 4 3.2.10 Lay period 4 3.2.11 Light dock operating condition 4 3.2.12 Margin line.4 3.2.13 Operator4 3.2.14 Preventive maintenance4 3.2.15 Seismic hazard maps 4 3.2.16 Sill of the stern (or bow) gate of a closed-ended floating dry dock4 3.2.17 Survey 4

19、3.2.18 Surveyor .4 3.2.19 Ton .4 4. GENERAL REQUIREMENTS5 4.1 General5 4.2 SCP overview .5 4.2.1 Certification process.5 4.2.2 Maintenance program.5 4.2.3 Key items in certification capacity, limitations, and duration 5 4.2.3.1 Certified rated capacity5 4.2.3.2 Operational limitations for a particul

20、ar ship docking, building, transferring, or launching.5 4.2.3.3 Sustaining certification5 4.2.3.4 Certification period5 4.2.4 Changes affecting certification status.5 4.2.4.1 Policy.5 4.2.4.2 Suspension and rescission of certification.5 4.2.4.3 Suspension of certification 5 4.2.4.3.1 Suspension of c

21、ertification of a moved facility.6 4.2.4.3.2 Suspension of certification of a repaired or modified facility.6 4.2.5 Facility modifications after certification 6 4.2.6 Reporting requirements6 4.2.7 Key personnel changes.6 4.2.8 Changes in operating procedures .7 4.2.9 Certification alteration7 4.3 Fa

22、cility certification reports7 4.3.1 Types7 4.3.2 Preliminary FCR 7 4.3.2.1 Purpose 7 4.3.2.2 Content 7 4.3.2.3 Format .7 4.3.3 FCR 7 4.3.3.1 Format and content 7 4.3.3.2 Responsibility7 4.3.3.3 Preparation.7 4.3.3.4 Proprietary data .7 4.3.3.5 FCR submission.7 Provided by IHSNot for ResaleNo reprodu

23、ction or networking permitted without license from IHS-,-,-MIL-STD-1625D(SH) v PARAGRAPH PAGE 4.3.3.6 Revisions .7 4.3.3.7 Retention .7 4.4 Surveys .7 4.4.1 Requirements for surveys.7 4.4.1.1 Responsibilities of the operator .8 4.4.2 Surveyor .8 4.4.2.1 Selection 8 4.4.2.2 Tasks8 4.4.2.3 Qualificati

24、ons of surveyor .8 4.4.3 Evaluation of survey results .8 4.4.3.1 Classification of items surveyed8 4.4.3.2 Surveyor reporting responsibilities9 4.4.4 Documentation of survey results9 4.5 Design data and calculations.9 4.5.1 General.9 4.5.1.1 Deviations9 4.5.2 FCR content .9 4.5.3 Seismic requirement

25、s .9 4.5.3.1 Seismic analysis.9 4.5.3.2 Design earthquake levels.10 4.5.3.3 Design performance limit states 10 4.5.4 Material strength criteria 10 4.6 Manning procedures and personnel qualification criteria .10 4.6.1 Manning procedure 10 4.6.2 Personnel qualification criteria.11 4.6.2.1 Facility ope

26、rations supervisor11 4.6.2.2 Qualifications and certification of a facility operations supervisor .11 4.6.2.3 Training requirements11 4.7 Operating procedures11 4.7.1 General.11 4.7.1.1 Emergency procedures 12 4.7.2 Requirements for operation12 4.7.2.1 Certified rated capacity12 4.7.2.2 Requirements

27、 for operational limitations and stability considerations for a particular ship12 4.7.2.3 Planning.12 4.7.2.4 Normal operation.13 4.7.2.5 Emergency operation.13 4.7.3 Accident and incident reports.13 4.7.3.1 Requirements.13 4.7.3.2 Submission 13 4.8 Protection of a ship during the lay period .13 4.8

28、.1 Applicability.13 4.8.2 Security patrol and fire watch during the lay period 13 4.8.3 Systems for the prevention of unauthorized operation and flooding14 4.8.4 Disaster planning14 4.9 Maintenance program .14 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from

29、IHS-,-,-MIL-STD-1625D(SH) vi PARAGRAPH PAGE 4.9.1 Purpose.14 4.9.2 General requirements .14 4.9.3 Detailed requirements 14 4.9.3.1 Preventive maintenance.15 4.9.3.2 Control inspections15 4.9.3.2.1 SUPSHIP/RMC oversight of commercial activity control inspections.15 4.9.3.2.2 SUPSHIP/RMC notification

30、.16 4.9.3.3 Correction of deficiencies16 4.9.3.4 Configuration control procedures16 4.9.3.5 Operating procedure changes 16 4.9.3.6 Hydrographic survey .16 4.9.3.7 Fire protection system .16 4.9.4 Triennial audits.16 4.9.4.1 Overview .16 4.9.4.2 Scope .17 4.9.4.3 Maintenance program documentation .17

31、 4.9.4.4 Evaluation of audit findings.17 5. DETAILED REQUIREMENTS.17 5.1 Floating dry docks.17 5.1.1 Facility types 17 5.1.2 Certified rated capacity 18 5.1.2.1 Blocking capacity 18 5.1.2.2 Available buoyancy .18 5.1.2.3 Stability .18 5.1.3 Design data and physical characteristics 18 5.1.3.1 FCR con

32、tent.18 5.1.3.2 General description18 5.1.3.3 Stability and buoyancy 18 5.1.3.3.1 Stability and buoyancy criteria .18 5.1.3.3.2 Design data .20 5.1.3.3.3 Present stability and buoyancy condition20 5.1.3.4 Structure 20 5.1.3.4.1 Structural design data20 5.1.3.4.1.1 Material strength criteria 21 5.1.3

33、.4.1.2 Docked ships hull girder .21 5.1.3.4.2 Evaluation of present structural condition 21 5.1.3.4.3 Structural repairs or replacements during ship lay period.21 5.1.3.5 Ballasting and deballasting systems 21 5.1.3.5.1 Ballasting and deballasting time .21 5.1.3.5.2 Arrangement .21 5.1.3.5.3 Piping

34、systems 21 5.1.3.5.4 Reliability .21 5.1.3.5.5 Ballast and deballast control .21 5.1.3.6 Electrical power systems .22 5.1.3.6.1 Independently-powered docks 22 5.1.3.6.2 Shore-dependent docks .22 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-STD

35、-1625D(SH) vii PARAGRAPH PAGE 5.1.3.6.3 Distribution .22 5.1.3.7 Indicators.22 5.1.3.7.1 Draft indicators and boards.22 5.1.3.7.2 Trim and list indicators .22 5.1.3.7.3 Ballast tank level indicators22 5.1.3.7.4 Dry dock deflection indicators22 5.1.3.7.5 Ballast system valve position indicators .22 5

36、.1.3.8 Communication systems and alarms .22 5.1.3.9 Essential lighting systems22 5.1.3.10 Mooring and anchoring .23 5.1.3.10.1 Seismic characteristics23 5.1.3.10.2 Seismic analysis23 5.1.3.11 Closures.23 5.1.3.12 Blocking 23 5.1.3.13 Fire protection systems23 5.1.3.13.1 Requirements 23 5.1.3.13.1.1

37、Backup pumping capability24 5.1.3.13.2 Fire stations.24 5.1.3.13.3 Liquid fuel and electrical fires 24 5.1.3.14 Ship transfer system.24 5.1.3.15 Crane securing system.24 5.1.3.16 Working plane .24 5.1.4 Operational limitations.24 5.1.5 Calculations for drydocking a particular ship.24 5.1.6 Surveys.2

38、5 5.1.6.1 Checklist25 5.1.6.2 Light dock weight determination.25 5.1.6.3 Submergence test.25 5.1.6.4 Leakage .25 5.1.6.5 Structural survey25 5.1.6.5.1 Underwater hull survey.25 5.1.6.5.2 Visual inspection.25 5.1.6.5.3 Gauging.25 5.1.6.5.3.1 Periodic gauging of pontoon deck26 5.1.6.5.3.2 Periodic gau

39、ging of other dock plating 26 5.1.6.5.3.3 Periodic gauging of internal dock structure26 5.1.6.5.3.4 Documentation and reporting of gauging results .26 5.1.6.5.4 Corrosion criteria 26 5.1.6.5.5 Temporary use of doubler plates.26 5.1.6.6 Inspection of blocking .27 5.1.6.7 Inspection of electrical and

40、mechanical systems .27 5.1.6.7.1 Ballasting and deballasting systems and gauges.27 5.1.6.7.2 Detailed examination 27 5.1.6.7.3 Controls.27 5.1.6.7.4 Communication systems and alarms.27 5.1.6.7.5 Fire protection equipment.27 Provided by IHSNot for ResaleNo reproduction or networking permitted without

41、 license from IHS-,-,-MIL-STD-1625D(SH) viii PARAGRAPH PAGE 5.1.6.7.6 Crane stops, rails, supports, and securing systems27 5.1.6.7.7 Mooring, anchoring and translation systems 27 5.1.6.7.8 Electric power systems .27 5.1.6.7.9 Stern or bow closures28 5.1.6.7.10 Ship positioning gear 28 5.1.6.8 Site s

42、urvey .28 5.1.6.9 Hydrographic survey .28 5.1.6.10 Observation of docking or undocking operation .28 5.1.6.11 Sectional dry docks28 5.1.7 Operating procedures .28 5.1.7.1 Detailed requirements for floating dry docks 28 5.1.7.2 Flooding precautions during the lay period .29 5.2 Graving docks.29 5.2.1

43、 Facility types 29 5.2.2 Certified rated capacity 29 5.2.3 Design data and physical characteristics of the facility29 5.2.3.1 FCR content.29 5.2.3.2 General description29 5.2.3.3 Site characteristics .29 5.2.3.3.1 General geology29 5.2.3.3.2 Soil characteristics 29 5.2.3.3.3 Results of soil surveys

44、29 5.2.3.3.4 Results of special geotechnical studies .29 5.2.3.3.5 Seismic characteristics29 5.2.3.3.6 Seismic analysis29 5.2.3.4 Structural analyses.30 5.2.3.4.1 Applied loads 30 5.2.3.4.2 General analysis methods .30 5.2.3.4.3 Dock walls 30 5.2.3.4.4 Uplift stability.31 5.2.3.5 Flooding systems .3

45、1 5.2.3.6 Dewatering and drainage systems .31 5.2.3.6.1 Water level sensing systems .31 5.2.3.6.2 Draft indicators .33 5.2.3.7 Electrical power systems .33 5.2.3.8 Flooding protection systems33 5.2.3.8.1 Flooding protection for graving docks flooded through sluice gates33 5.2.3.8.2 Flooding protecti

46、on for graving docks flooded through the caisson.34 5.2.3.9 Fire protection systems34 5.2.3.9.1 Requirements 34 5.2.3.9.2 Fire stations.34 5.2.3.9.3 Liquid fuel and electrical fires 35 5.2.3.10 Communication systems and alarms .35 5.2.3.11 Essential lighting systems35 5.2.3.12 Caisson or entrance cl

47、osure gate35 5.2.3.12.1 Caisson or entrance closure gate information .35 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-STD-1625D(SH) ix PARAGRAPH PAGE 5.2.3.12.2 Caisson or closure gate in-place inspection, maintenance and overhaul.35 5.2.3.13

48、Blocking 36 5.2.3.14 Graving dock launch pontoon36 5.2.3.14.1 Graving dock launch pontoon information .36 5.2.3.14.2 Graving dock launch pontoon structural repairs or modifications 36 5.2.4 Operational limitations.36 5.2.4.1 Pre-docking calculations36 5.2.5 Surveys.36 5.2.5.1 Checklist36 5.2.5.2 Obs

49、ervation of docking or undocking operation .36 5.2.5.3 Examination of operating logs.37 5.2.5.4 Basic dock, concrete caisson and pump house structure .37 5.2.5.4.1 Pressure relief system .37 5.2.5.4.2 Steel caisson or entrance closure gate.37 5.2.5.4.3 Caisson hull or entrance closure gate underwater survey .37 5.2.5.4.4 Periodic gauging of steel caisson or entr