ASTM F1007-2018 Standard Specification for Pipeline Expansion Joints of the Packed Slip Type for Marine Application《船用填料滑移式管道膨胀节标准规范》.pdf

《ASTM F1007-2018 Standard Specification for Pipeline Expansion Joints of the Packed Slip Type for Marine Application《船用填料滑移式管道膨胀节标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM F1007-2018 Standard Specification for Pipeline Expansion Joints of the Packed Slip Type for Marine Application《船用填料滑移式管道膨胀节标准规范》.pdf（5页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: F1007 86 (Reapproved 2014)F1007 18 An American National StandardStandard Specification forPipeline Expansion Joints of the Packed Slip Type forMarine Application1This standard is issued under the fixed designation F1007; the number immediately following the designation indicates the yea

2、r oforiginal adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers the design, manufacturing, an

3、d testing of packed slip-type expansion joints used in pipelines foraccommodating axial thermal growth or contraction from the pipeline carrying fluid.1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for informationonly. mathematical c

4、onversions to SI units that are provided for information only and are not considered standard.1.3 This international standard was developed in accordance with internationally recognized principles on standardizationestablished in the Decision on Principles for the Development of International Standa

5、rds, Guides and Recommendations issuedby the World Trade Organization Technical Barriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2A53/A53M Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and SeamlessA216/A216M Specification for Steel Castings, Carb

6、on, Suitable for Fusion Welding, for High-Temperature ServiceA285/A285M Specification for Pressure Vessel Plates, Carbon Steel, Low- and Intermediate-Tensile StrengthB650 Specification for Electrodeposited Engineering Chromium Coatings on Ferrous Substrates2.2 ANSI Standards:3B16.5 Steel Pipe Flange

7、s and Flanged FittingsB16.25 Buttwelding EndsB31.1 Power Piping2.3 ASME Standards:4Section V Nondestructive ExaminationSection VIII, Division 1 Pressure VesselsSection IX Welding and Brazing Qualifications2.4 AISI Standard:C-1018 Carbon Steel53. Classification3.1 The expansion joints shall be of the

8、 following types, styles, classes, and forms:3.1.1 Type 1Injectable semiplastic packing type, designed for injecting packing under full-line pressure.3.1.2 Style IInternally externally guided with guides integral with stuffing box.3.1.3 Style IIInternally externally guided with guides integral with

9、stuffing box and with low-friction inserts at the guidesurfaces.1 This specification is under the jurisdiction of Committee F25 on Ships and Marine Technology and is the direct responsibility of Subcommittee F25.11 on Machineryand Piping Systems.Current edition approved March 1, 2014May 1, 2018. Pub

10、lished March 2014May 2018. Originally approved in 1986. Last previous edition approved in 20072014 as F1007 86 (2007).(2014). DOI: 10.1520/F1007-86R14.10.1520/F1007-18.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual

11、Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.3 Available from American National Standards Institute (ANSI), 25 W. 43rd St., 4th Floor, New York, NY 10036, http:/www.ansi.org.4 Available from American Society of Mechanical Engineers (ASME)

12、, ASME International Headquarters, Two Park Ave., New York, NY 10016-5990, http:/www.asme.org.5 Available from American Iron and Steel Institute (AISI), 1140 Connecticut25 Massachusetts Ave., NW, Suite 705,800, Washington, DC 20036,20001, http:/www.steel.org.This document is not an ASTM standard and

13、 is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only t

14、he current versionof the standard as published by ASTM is to be considered the official document.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States13.1.4 Class ISingle joint, single slip.3.1.5 Class IIDouble joint, double slip.3.1.6 Form

15、 IWeld end.3.1.7 Form IIFlanged end.3.1.8 Form IIIOther.4. Ordering Information4.1 Expansion joints shall meet all the requirements of the latest issue of this specification. Where possible, the expansion jointshall be the manufacturers standard commercial product. Additional or superior features th

16、at are not prohibited by thisspecification but which are a part of the manufacturers standard product, shall be included with the expansion joint being offered.A standard commercial product is a product that has been sold or is currently being offered for sale on the commercial marketthrough adverti

17、sements or manufacturers catalogs, or brochures, and represents the latest production model.4.2 Purchase order or inquiry for expansion joints to this specification shall specify the following:4.2.1 Title, number, and latest revision of this specification.4.2.2 Style, class, and form required.4.2.3

18、Materials, other than standard as specified (see Section 8).4.2.4 Service conditions shall specify the following:4.2.4.1 Maximum and minimum operating temperature (F).4.2.4.2 Maximum operating pressure (psig).4.2.4.3 Fluid handled.4.2.4.4 Corrosive conditions, if applicable.4.2.5 Total axial expansi

19、on or contraction.4.2.6 ANSI pressure class, facing, and drilling for flanged end joint and pipe schedule or wall thickness of ends for weld endjoint.4.2.7 If base is required for support or main anchor on Class I expansion joint.4.2.8 Drain connection, if required.4.2.9 Service connection if requir

20、ed, noting location and type of connection.4.2.10 Slip protectors, if required.4.2.11 Adjustment rods for field extension or compression of the slip if required.4.2.12 If hot-dip galvanizing of parts is required.4.2.13 Spare parts, accessories, and special tools, if required.4.2.14 Hydrostatic testi

21、ng and test pressure, if required.4.2.15 Radiographic or other nondestructive testing of weld joints if required.5. Materials and Manufacture5.1 Materials:5.1.1 Materials of construction shall conform to the requirements as specified in this specification (see Section 8) and shall benew and free fro

22、m defects that would adversely affect the performance of individual components or assemblies.5.1.2 As specified in this specification and as required, the expansion joint shall be provided with flanged or welded endconnections, limit stops, stuffing boxes with integral guides, base, drain connection

23、, service connection, slip protectors, andadjustment rods.5.2 Manufacture:5.2.1 GeneralUnless otherwise required by this specification, the manufacturers standard shop practices for the fabricationof the expansion joint is acceptable, provided these practices conform to the requirements and recommen

24、dations of thisspecification.5.2.2 All WeldingWelding procedure qualifications, welder performance qualification, welding materials, preheat, andpostweld heat treatment if required, shall be in accordance with ANSI B31.1 and ASME Code Section IX.5.2.3 IdentificationEach completed expansion joint sha

25、ll have a name plate made from a corrosion-resistant materialpermanently attached showing as a minimum the following:5.2.3.1 Manufacturers model number and joint size,5.2.3.2 Design pressure and design temperature range,5.2.3.3 Nominal traverse or movement per slip,5.2.3.4 Type of packing and servic

26、e fluid, and5.2.3.5 Date of manufacture.6. Joint Descriptions6.1 Styles:F1007 1826.1.1 Style IThe slip of the expansion joint shall be guided with the body of the expansion joint by internal and external guidesthat are integral with the stuffing box. Semiplastic packing shall be injected into the st

27、uffing box and may be contained within thestuffing box chamber by ring-type packing. All packing shall be of the self-lubricating type. The expansion joint and semiplasticpacking shall be suitable for the safe injection of the packing under full-line pressure to stop leakage. Provisions for packingi

28、njection shall be by devices located radially about the stuffing box and designed to permit a maximum evacuation of packing atthe bottom of the packing device when the injector is fully engaged. The number of devices with injectors for each stuffing boxshall be in accordance with the manufacturers s

29、tandard practice. The design of the packing injection devices shall be such as toensure no blowback of injectable packing or the service fluid when injecting packing under full-line pressure.6.1.2 Style IIThe expansion joint shall be the same as Style I except low-friction corrosion-resistant materi

30、al or inserts shallbe used for internal and external guiding to prevent slip scoring from pipe misalignment or vibration and to prevent corrosion ofthe guide surfaces.6.2 Classes:6.2.1 Class IThe expansion joint shall have slip at only one end of the joint. Class I expansion joints may or may not re

31、quirea base.6.2.2 Class IIThe expansion joint shall have slip at both ends of the joint. Class II expansion joints shall require a base.6.3 Forms:6.3.1 Form IWelded End: The expansion joint shall have provisions at each end of the joint for field welding to the adjoiningpipe line.6.3.2 Form IIFlange

32、d End: The expansion joint shall have flanges at each end of the joint for bolting to the mating flangesof the adjoining pipe line.6.3.3 Form IIIThe expansion joint shall have other end connections as specified for attaching to the adjoining pipe line.7. Design7.1 The expansion joint shall be design

33、ed to conform to applicable sections of the latest edition of ANSI B31.1 and otherapplicable documents as noted in Section 2.7.2 Compresson ForceUnless otherwise specified, the force to compress or extend the slip of the expansion joint shall notexceed 1000 lbf/in. (175 100 N/m) of nominal pipe diam

34、eter.8. Construction8.1 SlipThe slip shall be manufactured from steel pipe conforming to Specification A53/A53M, Grade B, or a rolled andwelded cylinder from Specification A285/A285M, Grade C plate, or equal with the longitudinal weld seam 100 % radiographed.The minimal wall thickness of the pipe or

35、 rolled cylinder shall be equivalent to Schematicschedule 80 pipe for all sizes to 14 in.(356 mm), inclusive and Schematicschedule 60 for sizes 16 to 24 in. (406 to 610 mm) to preclude slip collapse as a result ofexternal loading of the injectable packing. Heavier wall pipe may be required for expan

36、sion joints subjected to pressures above600 psig and for pipe sizes above 24-in. (610-mm) diameter.8.1.1 Chrome PlateThe slip of the expansion joints shall be chrome plated with engineering chrome in accordance withSpecification B650, Class 50.8.2 Stuffng BoxThe stuffing box with integral internal a

37、nd external guides shall be machined from Specification A53/A53M,Grade B Pipe, or AISI C-1018 seamless tubing or cast steel in accordance with A216/A216M, Grade WCB. A rolled and weldedcylinder from Specification A285/A285M, Grade C plate, or equal may be used provided the longitudinal weld seam is

38、100 %radiograph examined in accordance with ANSI B31.1 and ASME Code Section V.8.3 Traverse ChamberThis chamber, also referred to as the “E.J. Body,” shall be machined from Specification A53/A53M,Grade B seamless steel pipe having a wall thickness suitable for the design service conditions. A rolled

39、 and welded cylinder fromSpecification A285/A285M, Grade C, or equal steel plate of suitable thickness for the design service conditions may also be usedif the longitudinal weld seam is 100 % radiograph inspected to ANSI B31.1 and ASME Code Section V.8.4 End ConnectionsThe end connections of the exp

40、ansion joint (see Section 6) shall be flanged, weld end, combination ofboth, or others as specified. Flanges shall conform toANSI B16.5 and be of the size, material, pressure class, and facing specified.Weld ends shall be beveled for welding to conform to ANSI B16.25 and be of the size, material, an

41、d nominal wall thickness asspecified for the mating pipe.8.4.1 Body End Connection for Class I Expansion Joints:8.4.1.1 Form IWeld End: The reduction of the body size to the pipeline size shall be accomplished by a formed reduction ofthe traverse chamber (body) or by a reducer butt welded to the tra

42、verse chamber (body) that meets the requirements ofANSI B31.1and the ASME Code Section VIII, Division 1.8.4.1.2 Form IIFlanged End: Forged flanges shall be attached to the body by butt welding only and shall be in accordancewith the requirements of ANSI B31.1 and the ASME Code Section VIII, Division

43、 1.F1007 1838.5 Limit StopsLimit stops may be of the external or internal type manufactured from a suitable material and designed towithstand the full-line pressure thrust load in the event of a pipeline anchor failure.8.6 Internal and External GuidesSee 8.2.8.6.1 Low-Friction Internal and External

44、GuidesThe low-friction internal and external guides or inserts shall be made fromnoncorrosive materials with appropriate differential hardness to also prevent scoring or binding of the slip.8.7 Base:8.7.1 Expansion Joint Without a Service ConnectionWhen a base is specified for Class I expansion join

45、ts, the base shall bedesigned for use as a main anchor. Class II expansion joints shall have a base that is suitable as an intermediate anchor. The baseshall be of cast or fabricated steel that conforms to the applicable ASTM standard and shall be suitably attached to the joint anddrilled in accorda

46、nce with the manufacturers standard practice.8.7.2 Expansion Joint With a Service ConnectionClass I and Class II expansion joints with a service connection shall beprovided with a main anchor base and all anchor loading data (forces and moments) shall be made available to the manufacturerto assure a

47、dequate anchor design. The base shall be of cast or fabricated steel that conforms to the applicable ASTM standard andshall be suitably attached to the joint and drilled in accordance with the manufacturers standard practice.8.8 Service ConnectionUnless otherwise specified, a service connection, whe

48、n required, shall be the manufacturers standarddesign and shall meet the applicable requirements of theASTM,ANSI, andASME Codes. The service connection shall be suppliedwith end connections as specified (see 8.5).8.9 Drain ConnectionWhen required, a drain connection shall be attached to the body of

49、the expansion joint and shall be themanufacturers standard unless otherwise specified. The drain connection shall meet the requirements for fitting connections asspecified in ANSI B31.1.8.10 PackingUnless otherwise specified, the packing shall be the manufacturers standard-type packing and shall be suitablefor the specified service conditions.8.11 Other Materials of ConstructionWhere the expansion joint is to transfer corrosive fluids, or be installed in a corrosiveatmosphere, corrosive-resistant materials as specified may be sub