ASME RTP-1-2005 Reinforced Thermoset Plastic Corrosion Resistant Equipment (RTP-1 - 2005)《增强热固性塑料耐腐蚀设备》.pdf

《ASME RTP-1-2005 Reinforced Thermoset Plastic Corrosion Resistant Equipment (RTP-1 - 2005)《增强热固性塑料耐腐蚀设备》.pdf》由会员分享，可在线阅读，更多相关《ASME RTP-1-2005 Reinforced Thermoset Plastic Corrosion Resistant Equipment (RTP-1 - 2005)《增强热固性塑料耐腐蚀设备》.pdf（342页珍藏版）》请在麦多课文档分享上搜索。

1、AN AMERICAN NATIONAL STANDARDReinforced Thermoset Plastic Corrosion Resistant EquipmentASME RTP-12005(Revision of ASME RTP-12000)Copyright ASME International Provided by IHS under license with ASME Not for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASME RTP-12005(Revi

2、sion of ASME RTP-12000)Reinforced ThermosetPlastic CorrosionResistant EquipmentAN AMERICAN NATIONAL STANDARDThree Park Avenue New York, NY 10016Copyright ASME International Provided by IHS under license with ASME Not for ResaleNo reproduction or networking permitted without license from IHS-,-,-Date

3、 of Issuance: May 8, 2006The next edition of this Standard is scheduled for publication in 2007. There will be no addendaissued to this edition.ASME issues written replies to inquiries concerning interpretations of technical aspects of thisStandard. Interpretations are published on the ASME Web site

4、 under the Committee Pages at http:/www.asme.org/codes/ as they are issued.Proposed new and revised Cases, as well as notices of their approval, issued by the RTP StandardsCommittee also appear on the ASME Web site under the Committee Pages at http:/www.asme.org/codes/. Once approved, the Cases are

5、published with the next regularly scheduled edition as aservice to the subscribers.ASME is the registered trademark of The American Society of Mechanical Engineers.This code or standard was developed under procedures accredited as meeting the criteria for American NationalStandards. The Standards Co

6、mmittee that approved the code or standard was balanced to assure that individuals fromcompetent and concerned interests have had an opportunity to participate. The proposed code or standard was madeavailable for public review and comment that provides an opportunity for additional public input from

7、 industry, academia,regulatory agencies, and the public-at-large.ASME does not “approve,” “rate,” or “endorse” any item, construction, proprietary device, or activity.ASME does not take any position with respect to the validity of any patent rights asserted in connection with anyitems mentioned in t

8、his document, and does not undertake to insure anyone utilizing a standard against liability forinfringement of any applicable letters patent, nor assumes any such liability. Users of a code or standard are expresslyadvised that determination of the validity of any such patent rights, and the risk o

9、f infringement of such rights, isentirely their own responsibility.Participation by federal agency representative(s) or person(s) affiliated with industry is not to be interpreted asgovernment or industry endorsement of this code or standard.ASME accepts responsibility for only those interpretations

10、 of this document issued in accordance with the establishedASME procedures and policies, which precludes the issuance of interpretations by individuals.No part of this document may be reproduced in any form,in an electronic retrieval system or otherwise,without the prior written permission of the pu

11、blisher,except as otherwise noted on forms contained in this document.The American Society of Mechanical EngineersThree Park Avenue, New York, NY 10016-5990Copyright 2006 byTHE AMERICAN SOCIETY OF MECHANICAL ENGINEERSAll Rights ReservedPrinted in U.S.A.Copyright ASME International Provided by IHS un

12、der license with ASME Not for ResaleNo reproduction or networking permitted without license from IHS-,-,-CONTENTSForeword xStatements of Policy . xiCommittee Roster . xiiSummary of Changes xivIntroduction 1Part 1 General Requirements . 21-100 Introduction 21-200 Users Basic Requirements Specificatio

13、n . 21-300 Fabricators Design Report 81-400 Inspection 81-500 Fabricators Quality Control Program . 9Part 2 Materials . 142-100 Scope 142-200 Laminate Compositions 142-300 Materials . 14Subpart 2A Requirements for Representative Flat Laminates . 152A-100 Introduction 152A-200 Laminate Requirements 1

14、52A-300 Requirements for Physical and Mechanical Properties . 152A-400 Test Methods . 182A-500 Records 182A-600 Additional Standard Laminate Compositions for Subpart 2A 18Subpart 2B Requirements for Laminates Developed Using the Lamination AnalysisMethod 192B-100 Laminate Composition . 192B-200 Requ

15、irements for Physical and Mechanical Properties . 192B-300 Test Methods . 192B-400 Records 19Subpart 2C Permissible Tolerances for Laminate Thickness Variation 192C-100 Tolerance for Average Spot Thickness . 202C-200 Tolerance for Average Thickness of a Major Part 202C-300 Exceptions . 20Part 3 Desi

16、gn . 213-100 Scope 213-200 General 21Subpart 3A Design by Rules 213A-100 Loadings . 213A-200 Design for Total Internal Pressure . 213A-300 Design for External Pressure 243A-400 Seismic, Wind, and Snow Loadings . 263A-500 Large Diameter RTP Equipment Body Flanges 273A-600 Vessels Supported by Shell A

17、ttachments 273A-700 Reinforcement of Circular Openings 273A-800 Secondary Bond Shear Stress . 28Subpart 3B Design by Stress Analysis 283B-100 Introduction 283B-200 Design Acceptability . 283B-300 Loading 29iiiCopyright ASME International Provided by IHS under license with ASME Not for ResaleNo repro

18、duction or networking permitted without license from IHS-,-,-3B-400 Design . 303B-500 Stress Criteria 303B-600 External Pressure . 303B-700 Attachments . 31Part 4 Fabrication . 324-100 Scope 324-200 Large Diameter Body Flanges . 324-300 Shell Joints . 324-400 Flanged Nozzles . 334-500 Manways 334-60

19、0 Reinforcement of Cutouts . 334-700 Tolerances . 334-800 Balsa Wood Cored Plates . 33Part 5 Overpressure Protection . 515-100 Basis for Design 515-200 Protection Against Overpressure 515-300 Type of Overpressure Protection 515-400 Location of Overpressure Protection Devices 515-500 Installation Pra

20、ctices . 515-600 Overpressure Device Set Pressure . 515-700 Relief Device Sizing 515-800 Discharge Lines From Pressure Relief Devices . 515-900 Responsibility for Design and Selection . 51Part 6 Inspection and Tests 526-100 Scope 526-200 Inspector . 526-300 Inspection and Responsibility . 526-400 Co

21、nditions for Inspection . 526-500 Equipment Design . 536-600 Materials . 536-700 Fabrication . 536-800 Fabricators Quality Assurance Program 536-900 Final Inspection 53Part 7 Shop Qualification 627-100 Scope 627-200 General 627-300 Fabricators Facilities and Equipment . 627-400 Personnel 627-500 Qua

22、lity Control Program, Document Handling, and Record System 627-600 Demonstration of Capability 627-700 Minimum Test Values From Demonstration Laminates 657-800 Demonstration Vessel 657-900 Identifying Demonstration Laminates . 657-1000 Laboratory Test and Test Report Requirements for DemonstrationLa

23、minates . 66ivCopyright ASME International Provided by IHS under license with ASME Not for ResaleNo reproduction or networking permitted without license from IHS-,-,-Part 8 Accreditation . 688-100 Scope 688-200 General 688-300 Accreditation for ASME RTP-1 Fabricators 688-400 ASME RTP-1 Certificate o

24、f Authorization for Vessel Fabricators . 69Figures1-1 Official ASME RTP-1 Symbol . 133-1 Toriconical Head Dimensions . 264-1 Torispherical Heads 354-2 Flat-Bottom Tank Corner Detail . 364-3 Joint Arrangement 384-4 Flush Nozzle Installation . 394-5 Penetrating Nozzle Installation . 404-6 Bottom Drain

25、 Detail 414-7 Stiffener Detail . 424-8 Support Skirt Attachment Detail 434-9 Fabrication Tolerances 444-10 Nozzle Flange Dimensions for Class 150 Bolting 454-11 Flanged Nozzle Lay-Up Method 464-12 Nozzle Installation and Cutout Reinforcement Location Alternate . 474-13 Nozzle Gussets . 484-14 Flange

26、 Tolerances 494-15 Flat Cored Bottom Knuckle Detail 507-1 Dimensions for Tensile Test Specimen . 67Tables1-1 Users Basic Requirements Specification (UBRS) . 31-2 Fabricators Data Report 111-3 Fabricators Partial Data Report . 132A-1 Standard Laminate Composition Type I . 162A-2 Standard Laminate Com

27、position Type II 172A-3 Minimum Values of Flat Laminates . 184-1 Flange Flatness Tolerance . 454-2 Typical Dimensions of Manways 494-3 Shear Bond Length . 506-1 RTP Visual Inspection Acceptance Criteria 587-1 Required Resins and Acceptable Fabrication Processes for DemonstrationLaminates . 637-2 Dim

28、ensional Requirements for Hand Lay-Up and Spray-Up DemonstrationLaminates . 647-3 Reinforcement Requirements for Hand Lay-Up and Spray-UpDemonstration Laminates 64Mandatory AppendicesM-1 Reinforcement Materials Receiving Procedures 70M-2 Matrix Materials Receiving Procedures 79M-3 Calculation of Phy

29、sical and Mechanical Properties Using LaminationAnalysis Method . 88M-4 Quality Control Program . 110M-5 Qualification of Laminators and Secondary Bonders . 112M-6 Demonstration Vessel 119M-7 Repair Procedures 127M-8 Acoustic Emission Examination . 132M-9 Glossary . 134M-10 Reference Documents . 138

30、M-11 Submittal of Technical Inquiries to the Reinforced Thermoset PlasticCorrosion Resistant Equipment Committee . 140vCopyright ASME International Provided by IHS under license with ASME Not for ResaleNo reproduction or networking permitted without license from IHS-,-,-M-12 Dual Laminate Vessels .

31、142M-13 Balsa Wood Receiving and Inspection Procedures . 180FiguresM3-1 Glass Fiber Volume Percent Versus Tensile Modulus . 94M3-2 Glass Fiber Volume Percent Versus Shear Modulus 95M3-3 Oriented Glass Fiber at 30 Vol. % Versus Tensile Modulus . 96M3-4 Oriented Glass Fiber at 30 Vol. % Versus In-Plan

32、e Shear Modulus . 97M3-5 Oriented Glass Fiber at 40 Vol. % Versus Tensile Modulus . 98M3-6 Oriented Glass Fiber at 40 Vol. % Versus In-Plane Shear Modulus . 99M3-7 Oriented Glass Fiber at 50 Vol. % Versus Tensile Modulus . 100M3-8 Oriented Glass Fiber at 50 Vol. % Versus In-Plane Shear Modulus . 101

33、M3-9 Oriented Glass Fiber at 60 Vol. % Versus Tensile Modulus . 102M3-10 Oriented Glass Fiber at 60 Vol. % Versus In-Plane Shear Modulus . 103M3-11 Oriented Glass Fiber at 70 Vol. % Versus Tensile Modulus . 104M3-12 Oriented Glass Fiber at 70 Vol. % Versus In-Plane Shear Modulus . 105M3-13 Poissons

34、Ratios 10 to 70 Vol. % 106M3-14 Moment Resultants . 108M3-15 In-Plane Force Resultants . 108M3-16 Geometry of an n-Layered Laminate 109M3-17 Coordinate Systems 109M5-1 Pipe Test Piece . 117M5-2 Secondary Bond Test Assembly . 117M5-3 Secondary Bond Test Specimen . 118M6-1 ASME RTP-1 Demonstration Ves

35、sel . 124M6-2 Post-Test Sectioning of Vessel for Final Inspection and Display 125M6-3 Witness of Hydrotest of ASME RTP-1 Demonstration Vessel . 126M12C-1 Support Ledges Showing Recommended Weld Locations Away FromThermoformed Bends 156M12D-1 Maximum Offset Allowed for Joints Between Sheets With Diff

36、erentThicknesses 157M12D-2 Visual Features of Hot Gas Welds . 159M12D-3 Illustrations of Flow Lines 159M12D-4 Heat Affected Zone Patterns 160M12D-5 Butt Fusion Welds Showing Melt Flow Lines 161M12D-6 Nozzle Construction for Penetrating Nozzle . 162M12D-7 Nozzle and Manway Constructions . 163M12D-8 B

37、ottom Nozzle Constructions . 164M12G-1 Dual Laminate Demonstration Vessel . 169M12G-2 Post-Test Sectioning of Dual Laminate Demonstration Vessel for FinalInspection and Display . 174TablesM1A-1 Veil and Mat Reinforcement Log Sheet 71M1B-1 Roving Reinforcement Log Sheet 73M1C-1 Fabric Reinforcement L

38、og Sheet . 75M1D-1 Milled Fiber Reinforcement Log Sheet . 78M2C-1 Recommended Numerical Standards for Comparator Viscosity Tubes 81M2F-1 Resin Log Sheet 84M2F-2 Curing Agents Log Sheet . 85M2G-1 Common Additives Log Sheet 87M3-1 Glass Volume Fraction and Density . 107M3-2 Layer Properties 107M3-3 Pr

39、oducts of Layer Properties 107M3-4 Summary Table of Laminate Properties . 108M5-1 Laminator Qualification Report . 115M5-2 Secondary Bonder Qualification Report . 116M6-1 Users Basic Requirements Specification (UBRS) . 120viCopyright ASME International Provided by IHS under license with ASME Not for

40、 ResaleNo reproduction or networking permitted without license from IHS-,-,-M8-1 Acceptance Criteria 133M12B-1 ASTM Specifications for Thermoplastic Materials . 143M12B-2 Typical Thermoplastic Properties . 144M12B-3 Thermoplastic Sheet or Roll Receiving Log 146M12B-4 Thermoplastic Sheet Visual Inspe

41、ction Acceptance Criteria 147M12B-5 Welding Material Receiving Log 148M12B-6 Bonding Resin Receiving Log . 150M12B-7 Conductive Material Receiving Log . 152M12B-8 Thermoplastic Shape Receiving Log 153M12D-1 Visual Weld Defects 158M12E-1 Lining Visual Inspection Acceptance Criteria 167M12G-1 Users Ba

42、sic Requirements Specification (UBRS) . 170M12H-1 Welder Qualification Report 176M12H-2 Weld Strength Requirements 178M13-1 Balsa Wood Core Inspection Sheet 181Nonmandatory AppendicesNM-1 Design Examples . 182NM-2 Design of Integral Body Flanges 201NM-3 Seismic, Wind, and Snow Loadings . 216NM-4 Hol

43、d-Down Lug Design 225NM-5 Ring Support of Vessels 234NM-6 Example of a Fabricators Quality Control Program 248NM-7 Acceptance Inspection by Users Inspector 272NM-8 Handling and Shipping 279NM-9 Installation of RTP Vessels 281NM-10 Requirements and Responsibilities of User (or Users Agent), Fabricato

44、r,Inspector, and Certified Individual 284NM-11 Design for 250 lb Concentrated Load on a Torispherical Head . 288NM-12 FRP Flange Design . 290NM-13 Stress Analysis Methods 294NM-14 ISO 9001 Quality Control System . 308NM-15 Flat Cored Plate Design 314NM-16 External Pressure Design Example for Cylindr

45、ical Shells . 317FiguresNM1-1 Toriconical Head . 183NM1-2 Stress Intensity in a Toriconical Head . 185NM1-3 Horizontal Tank 187NM1-4 Pressure Distribution . 188NM1-5 Saddle Reaction 189NM1-6 Stress Along Top Meridian, Initial Try 190NM1-7 Stress Along 45 Deg Meridian, Initial Try . 191NM1-8 Stress A

46、long 90 Deg Meridian, Initial Try . 192NM1-9 Stress Along 135 Deg Meridian, Initial Try 193NM1-10 Stress Along Bottom Meridian, Initial Try . 194NM1-11 Stress Along Top Meridian, Final Try . 196NM1-12 Stress Along 45 Deg Meridian, Final Try 197NM1-13 Stress Along 90 Deg Meridian, Final Try 198NM1-14

47、 Stress Along 135 Deg Meridian, Final Try . 199NM1-15 Stress Along Bottom Meridian, Final Try 200NM2-1 Design of Flat-Face Integral Body Flanges With Full-Face Gaskets 205NM2-2 Values of T, U, Y, and Z (Terms Involving K) 206NM2-3 Values of F (Integral Flange Factors) 211NM2-4 Values of V (Integral

48、Flange Factors) 211NM2-5 Values of f (Hub Stress Correction Factors) 212NM2-6 Design of Flat-Face Integral Body Flanges With Full-Face Gaskets(Example Calculation 72 in. Flange at 30 psi) 213viiCopyright ASME International Provided by IHS under license with ASME Not for ResaleNo reproduction or netw

49、orking permitted without license from IHS-,-,-NM3-1 Mass Fractions for Fixed and Sloshing Contents . 221NM3-2 Centroidal Distances for Fixed and Sloshing Contents . 221NM3-3 Sloshing Period as a Function of D (ft) and Aspect Ratio D/H . 222NM3-4 Shear Stress Parameter, Cs224NM4-1 Moment Coefficient, ML226NM4-2 Uplift Coefficient, PG. 226N