| | HYPERBARIC FACILITIES DESIGN MANUAL |
| | 2,24 | | MB |
| | 352 | | stron |
| | 6366 | | ID | Naval Facilities Engineering Command |
| | 2005 | | rok |
| | CONTENTS |
| | CHAPTER 1HYPERBARIC FACILITIES39-1 |
| | 1SCOPE39-1 |
| | 2CANCELLATION39-1 |
| | 3BASIS OF MANUAL39-1 |
| | 4CRITERIA39-1 |
| | 5FUNCTION39-1 |
| | 6MISSION39-1 |
| | 7HAZARDS39-2 |
| | 8PERSONNEL SAFETY39-2 |
| | 9CERTIFICATION39-2 |
| | CHAPTER 2HYPERBARIC PRESSURE VESSELS39-3 |
| | Section 1TYPES OF HYPERBARIC PRESSURE VESSELS AND DESIGN PROCEDURES39-3 |
| | 1SCOPE39-3 |
| | 2HYPERBARIC PRESSURE VESSELS39-3 |
| | 3TYPES OF HYPERBARIC PRESSURE VESSELS39-3 |
| | aDry39-3 |
| | bWet39-3 |
| | cCombination39-3 |
| | 4CLASSES OF HYPERBARIC PRESSURE VESSELS39-3 |
| | aClass I Man-Rated39-3 |
| | bClass II Non-Man-Rated39-3 |
| | 5DESIGN CONSIDERATIONS39-3 |
| | 6MANUFACTURER'S DESIGN REPORT39-5 |
| | aManufacturer's Design Report39-5 |
| | bDesign Report Format39-5 |
| | 7USER'S DESIGN SPECIFICATION39-5 |
| | Section 2MATERIALS FOR HYPERBARIC VESSELS39-7 |
| | 1MATERIALS39-7 |
| | 2MATERIAL CLASSES39-7 |
| | aCLASS 1, Material of proven characteristics39-7 |
| | bCLASS 2, Material of known properties39-10 |
| | cCLASS 3, Materials whose properties are to be proven39-11 |
| | 3MATERIALS PERMITTED39-12 |
| | 4MATERIALS SPECIFICALLY NOT PERMITTED39-12 |
| | 5MATERIAL TOUGHNESS39-13 |
| | aNotch Sensitivity39-13 |
| | 6CORROSION CONSIDERATIONS39-20 |
| | Section 3DESIGN39-22 |
| | 1DESIGN39-22 |
| | 2METHODS OF DETERMINING STRESSES39-22 |
| | aStress Analysis Methods39-22 |
| | bStress Intensity Limits39-24 |
| | cTypes of Stresses39-24 |
| | dStress Classification39-25 |
| | eDetermining Stress Intensities39-25 |
| | 3DESIGN REQUIREMENTS39-33 |
| | aArticle D-1, General39-33 |
| | bArticle D-2, Shells of Revolution Under Internal Pressure39-35 |
| | cArticle D-3, Shells of Revolution Under External Pressure39-35 |
| | dArticle D-4, Welded Joints39-35 |
| | eArticle D-5, Openings and Their Reinforcement39-36 |
| | fArticle D-6, Nozzles and Other Connections39-36 |
| | gArticle D-7, Flat Heads, Bolted and Studded Connections39-36 |
| | hArticle D-8, Quick-Actuating Closures39-36 |
| | iArticle D-9, Attachments and Supports39-37 |
| | jArticle D-10, Access and Inspection Openings39-37 |
| | 4RULES FOR BOLTED FLANGE CONNECTIONS39-37 |
| | 5EXPERIMENTAL STRESS ANALYSIS39-37 |
| | 6EXAMPLE OF DESIGN BY ANALYSIS AS APPLIED TO A SPHERICAL CHAMBER39-39 |
| | aSpecification Data39-39 |
| | bMaterials and Initial Calculations39-41 |
| | cStress Analysis .39-54 |
| | dDesign Finalization .39-75 |
| | eStress Documentation .39-76 |
| | 7EXAMPLE OF DESIGN BY ANALYSIS AS APPLIED TO A CYLINDRICAL CHAMBER .39-76 |
| | aSpecification Data .39-76 |
| | bMaterials and Initial Calculations .39-76 |
| | cStress Analysis .39-82 |
| | References .39-94 |
| | CHAPTER 3APPURTENANCES .39-96 |
| | 1SCOPE .39-96 |
| | Section 1VIEWPORTS .39-96 |
| | 1VIEWPORTS .39-96 |
| | 2BASIC VIEWPORT TYPES .39-96 |
| | aFlat Plate .39-96 |
| | bConical Frustum .39-96 |
| | 3MATERIAL SELECTION .39-100 |
| | 4SEALING METHODS .39-100 |
| | aSeal Types .39-100 |
| | bSealing Techniques .39-100 |
| | 5FIELD OF VIEW CONSIDERATIONS .39-102 |
| | aRefractive Index .39-102 |
| | bEffective Limiting Aperture .39-102 |
| | cMonocular and Binocular Fields .39-102 |
| | 6DESIGN OF ACRYLIC WINDOWS .39-102 |
| | aPhysical Properties .39-106 |
| | bFabrication Certification .39-106 |
| | cDesign Certification .39-106 |
| | dPressure Testing Certification .39-106 |
| | eIdentification .39-106 |
| | 7WINDOW DESIGN .39-109 |
| | 8WINDOW SEATS .39-120 |
| | 9VIEWPORT FLANGES .39-120 |
| | 10WINDOW SEALS .39-123 |
| | 11DIMENSIONAL TOLERANCES AND SURFACE FINISH .39-123 |
| | 12FABRICATION OF WINDOWS .39-124 |
| | 13INSTALLATION OF WINDOWS .39-124 |
| | 14PRESSURE TESTING OF WINDOWS .39-126 |
| | Section 2DOORS AND CLOSURES .39-127 |
| | 1DOORS AND CLOSURES .39-127 |
| | 2SIZE REQUIREMENTS .39-127 |
| | aAnthropometric Data .39-127 |
| | bAdditional Clearance for Bulky Clothing .39-133 |
| | cClearance for Door .39-133 |
| | 3CLOSING MECHANISMS .39-133 |
| | aQuick Acting .39-133 |
| | bSwing Bolt .39-133 |
| | cAlternate Closing and Locking Devices .39-133 |
| | 4DOOR AND CLOSURE HINGES .39-139 |
| | 5SEALS FOR CLOSURES AND DOORS .39-139 |
| | aClosure Seals .39-139 |
| | bDoor Seals for Compression Chambers .39-142 |
| | 6DOOR AND CLOSURE LOCATION .39-148 |
| | 7LOCK SPACES .39-148 |
| | 8SAFETY INTERLOCKS .39-148 |
| | Section 3INTERIOR APPURTENANCES .39-150 |
| | 1INTERIOR APPURTENANCES .39-150 |
| | 2DECK PLATES .39-150 |
| | 3BUNKS, TABLES, SEATS, SHOWER RINGS, AND OTHER INSTALLED ITEMS .39-150 |
| | 4FABRICS .39-150 |
| | 5BIB MASKS .39-150 |
| | 6TOILET, SINK, AND SHOWER .39-150 |
| | 7ORDINARY COMPONENTS .39-150 |
| | 8PAINTS .39-150 |
| | References .39-151 |
| | CHAPTER 4FOUNDATIONS .39-152 |
| | 1SCOPE .39-152 |
| | 2RELATED CRITERIA .39-152 |
| | Section 1SITE SELECTION .39-153 |
| | 1REGIONAL STUDY .39-153 |
| | aGeological Factors .39-153 |
| | bSeismic Activity .39-153 |
| | 2LOCAL STUDY .39-153 |
| | aPrevious Investigations .39-153 |
| | bSeismic Considerations .39-153 |
| | Section 2SUBSURFACE EVALUATION .39-154 |
| | 1SUBSURFACE EVALUATION .39-154 |
| | 2PRELIMINARY DESIGN INFORMATION .39-154 |
| | aTopographical Features .39-154 |
| | bLoading .39-154 |
| | cExisting Construction .39-154 |
| | dFuture Conditions .39-154 |
| | 3SOIL BORING REQUIREMENTS .39-154 |
| | aCriteria .39-154 |
| | bNumber and Spacing of Borings .39-154 |