ANSI ASME B89.1.9-2002 GAGE BLOCKS (Incorporates Errata December 2003)《长度测量用精密块规(20英寸和500毫米以内)》.pdf

《ANSI ASME B89.1.9-2002 GAGE BLOCKS (Incorporates Errata December 2003)《长度测量用精密块规(20英寸和500毫米以内)》.pdf》由会员分享，可在线阅读，更多相关《ANSI ASME B89.1.9-2002 GAGE BLOCKS (Incorporates Errata December 2003)《长度测量用精密块规(20英寸和500毫米以内)》.pdf（54页珍藏版）》请在麦多课文档分享上搜索。

1、ASME B89.1.9-2002Revision of ANSI/ASME B89.1.9-1994 (R1997)GAGE BLOCKSAN AMERICAN NATIONAL STANDARDRevision of ANSI/ASME B89.1.9-1984 (R1997)Intentionally left blank ErratatoASME B89.1.9-2002Gage BlocksThe errata corrections listed below apply to ASME B89.1.9-2002. Corrected figures and tablesfollow

2、.Page Location Change3 Fig. 1B Dimensions revised; reference point added tosecond and last drawings4 Table 1a Entries in last three columns revised5 Table 1b Entries in last three columns revisedFig. 5 (1) H9278 deleted from top callout(2) 0.02 and 0.03 revised to read 0.2 and 0.3,respectively14 Tab

3、le B1 replaced by in four placesTable B3 replaced by in six places26 Table G1 (1) In last column, 18th through 29th entriesrevised(2) In last row, first five entries revisedTHE AMERICAN SOCIETY OF MECHANICAL ENGINEERSThree Park Avenue, New York, NY 10016-5990December 2003L4402EGAGE BLOCKSERRATA TO A

4、SME B89.1.9-20021/2 width1/2distance between edgeof block and edge ofcountersink1/2distance between edgeof block and edge ofcountersink1/2 width25302.012.012.01FIG. 1B REFERENCE POINTS OF SQUARE GAGE BLOCKSTABLE 1aDIMENSIONS IN MILLIMETERSa (width) b (depth)Cross Section Nominal length, lnNominal To

5、lerance Nominal ToleranceSquare 0 to 1000 24.1 0.2 24.1 0.2Rectangle 0.5 up to 10 30 +0.0/0.3 9 0.05/0.20Over 10 up to 1000 35 +0.0/0.3 9 0.05/0.20GENERAL NOTE: Square gage blocks have a 6.7 mm 0.1 mm center hole. The hole iscountersunk on both sides 70 deg to 84 deg for blocks 5 mm and longer. Bloc

6、ks under 5 mmare not countersunk.TABLE 1bDIMENSIONS IN INCHESa (width) b (depth)Cross Section Nominal Length, lnNominal Tolerance Nominal ToleranceSquare 0 to 40 0.95 0.01 0.95 0.01Rectangle 0.01 to 0.2 1.181 + 0.074 0.355 + 0.020 0.084 0.010Over 0.2 up to 40 1.378 + 0.010 0.355 + 0.020 0.207 0.010G

7、ENERAL NOTE: Square gage blocks have a 0.265 0.010 in. center hole. The hole is counter-sunk on both sides 70 deg to 84 deg for blocks 0.2 in. and longer. Blocks under 0.2 in. are notcountersunk.GAGE BLOCKS ERRATA TO ASME B89.1.9-2002YXB2535AABAY-AxisX-AxisE10+0.2010.3 BFIG. 5 DIMENSIONS OF COUPLING

8、 HOLES (mm)TABLE B1 EXAMPLE OF TOLERANCECHANGESSize GGG-G-15C This Standard1 mm Grade 2, +0.10/0.05 H9262m Grade 0, 0.12 H9262m75 mm Grade 3, +0.45/0.22 H9262m Grade AS-1, 0.50 H9262m0.1 in. Grade 2, +4/2 H9262in. Grade 0, 5 H9262in.2.0 in. Grade 3, +16/8 H9262in. Grade AS-1, 16 H9262in.TABLE B3 LEN

9、GTH TOLERANCECOMPARISONSize GGG-G-15C This Standard1 mm Grade 1, 0.05 H9262m Grade AS-1, 0.20 H9262m75 mm Grade 2, + 0.25/0.12 H9262m Grade AS-2, 1.00 H9262m0.1 in. Grade 1, 2 H9262in. Grade AS-1, 8 H9262in.1.0 in. Grade 2, +4/2 H9262in. Grade AS-2, 24 H9262in.GAGE BLOCKSERRATA TO ASME B89.1.9-2002T

10、ABLE G1 INCH GAGE BLOCK SIZES (IN INCHES)0.0055 0.0202 0.052 0.1007 0.130 0.200080.006 0.0203 0.053 0.1008 0.131 0.200090.0065 0.0204 0.054 0.1009 0.132 0.2500.007 0.0205 0.055 0.101 0.133 0.3000.0075 0.0206 0.056 0.102 0.134 0.3500.008 0.0207 0.057 0.103 0.135 0.4000.0085 0.0208 0.058 0.104 0.136 0

11、.4500.009 0.0209 0.059 0.105 0.137 0.5000.0095 0.021 0.060 0.106 0.138 0.5500.010 0.022 0.0625 0.107 0.139 0.6000.01005 0.023 0.070 0.108 0.140 0.6500.0101 0.024 0.078125 0.109 0.141 0.7000.0102 0.025 0.080 0.109375 0.142 0.7500.0103 0.026 0.090 0.110 0.143 0.8000.0104 0.027 0.09375 0.111 0.144 0.85

12、00.0105 0.028 0.100 0.112 0.145 0.9000.0106 0.029 0.10001 0.113 0.146 0.9500.0107 0.030 0.10002 0.114 0.147 1.0000.0108 0.03125 0.100025 0.115 0.148 2.0000.0109 0.040 0.10003 0.116 0.149 3.0000.011 0.046875 0.10004 0.117 0.150 4.0000.012 0.050 0.10005 0.118 0.160 5.0000.013 0.05005 0.10006 0.119 0.1

13、70 6.0000.014 0.0501 0.10007 0.120 0.180 7.0000.015 0.0502 0.100075 0.121 0.190 8.0000.015625 0.0503 0.10008 0.122 0.200 10.0000.016 0.0504 0.10009 0.123 0.20001 12.0000.017 0.0505 0.1001 0.124 0.20002 16.0000.018 0.0506 0.1002 0.125 0.20003 20.0000.019 0.0507 0.1003 0.126 0.20004 . . .0.020 0.0508

14、0.1004 0.127 0.20005 . . .0.02005 0.0509 0.1005 0.128 0.20006 . . .0.0201 0.051 0.1006 0.129 0.20007 . . .AN AMERICAN NATIONAL STANDARDGAGE BLOCKSASME B89.1.9-2002Revision of ANSI/ASME B89.1.9-1984 (R1997)Date of Issuance: July 12, 2002The next edition of this Standard is scheduled for publication i

15、n 2007. Therewill be no addenda or written interpretations of the requirements of thisStandard issued to this edition.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 forAmerican N

16、ational Standards. The Standards Committee that approved the code or standardwas balanced to assure that individuals from competent and concerned interests have had anopportunity to participate. The proposed code or standard was made available for public reviewand comment that provides an opportunit

17、y for additional public input from 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 inconnect

18、ion with any items mentioned in this document, and does not undertake to insure anyoneutilizing a standard against liability for infringement of any applicable letters patent, nor assumesany such liability. Users of a code or standard are expressly advised that determination of thevalidity of any su

19、ch patent rights, and the risk of infringement of such rights, is entirely theirown responsibility.Participation by federal agency representative(s) or person(s) affiliated with industry is not tobe interpreted as government or industry endorsement of this code or standard.ASME accepts responsibilit

20、y for only those interpretations of this document issued inaccordance with the established ASME procedures and policies, which precludes the issuanceof interpretations by individuals.No part of this document may be reproduced in any form,in an electronic retrieval system or otherwise,without the pri

21、or written permission of the publisher.The American Society of Mechanical EngineersThree Park Avenue, New York, NY 10016-5990Copyright 2002 byTHE AMERICAN SOCIETY OF MECHANICAL ENGINEERSAll Rights ReservedPrinted in U.S.A.CONTENTSForeword . vCommittee Roster . viCorrespondence with the B89 Committee

22、 vii0 Introduction . 11 Scope . 12 Normative References 13 Definitions 13.1 Gage Block 13.2 Length of a Gage Block l 13.3 Gage Length lgof a Gage Block 23.4 Deviation of the Length at Any Point From Nominal Length e . 23.5 Deviation From Flatness fd23.6 Variation in Length v . 23.7 Wringing . 24 Nom

23、enclature of Faces 25 Basis of Measurement, Traceability, and Reference Condition 25.1 Units of Length (Meter, Inch) . 25.2 Traceability . 25.3 Reference Temperature and Standard Pressure 35.4 Reference Position of Gage Blocks 36 General Dimensions, Material Properties, and Marking 36.1 General Dime

24、nsions . 36.2 Material Properties 46.3 Marking 57 Metrological Requirements 67.1 General 67.2 Deviation From Flatness Tolerance tf67.3 Measuring Faces 67.4 Side Faces . 68 Calibration of Gage Blocks 98.1 General 98.2 Wringing Test 98.3 Measurement by Interferometry 98.4 Measurement by Comparison 10F

25、igures1a Gage Length lgand Another Example for Length l at any Point of a Gage BlockWrung to the Plane Surface of an Auxiliary Plate 21b Reference Points of Square Gage Blocks . 3iii2 Deviation From Flatness, fd. 33 Nominal Length ln; Gage length lg; Variation v With foand fu; Limit Deviations tefor

26、 Lengthat any Point, Proceeding From the Nominal Length (see para. 7.1, Tables 4a and 4b) 34 Nomenclature of Faces of Gage Blocks 45 Dimensions of Coupling Holes (mm) 56 Perpendicularity of a Side Face with a Measuring Face . 97 Measurement of Gage Length By Comparison Taking the Perpendicular Dista

27、nce Fromthe Reference Point of a Measuring Face to the Opposite Face . 10Tables1a Dimensions in Millimeters . 41b Dimensions in Inches . 52 Dimensional Stability . 53 Deviation From Flatness Tolerance tf64a Maximum Permitted Deviations of the Length at any Point and Tolerance on Variationin Length f

28、or Metric Gage Blocks . 74b Maximum Permitted Deviations of the Length at any Point and Tolerance on Variationin Length for Inch Gage Blocks 85 Perpendicularity Tolerance . 9Nonmandatory AppendicesA Grade 00 . 13B Differences Between Former GGG-G-15C and This Standard 14C Testing Methods 16D Possibl

29、e Sources of Measurement Uncertainty 18E Thin Gage Blocks (Less Than 1.0 mm or 0.040 in.) . 21F Use and Care of Gage Blocks . 22G Gage Block Sizes and Sets 25H Gage Block Accessories . 30I Gravity and Atmospheric Effects on Gage Blocks 36ivFOREWORDThe United States gage block standard has not change

30、d substantively since GGG-G-15Bof 1970. During the intervening years there have been a number of very important shiftsin the use of gage blocks, a large growth of internationalization in design and manufactureof parts, and even changes to basic concepts like uncertainty and traceability. With all of

31、these factors in mind, the B89.1.9 Committee began to consider a total rewrite of thestandard in the early 1990s. Our basic criteria were to adhere to the International StandardISO 3650 as closely as possible, while making necessary additions to adapt the standardto measuring practice in the United

32、States.The most obvious additions were specifications for inch system gage blocks. We haveavoided the more traditional term “English” system because the metric system is the legalsystem of units in England. The International Standard also only defines rectangular gageblocks, the United States being

33、perhaps the only country to have square “Hoke” style blocksin significant numbers. Since the new grades have some of the same designations as theold standard we have added prefix “AS” to the names of Grades 1 and 2 to preventmisidentification. We have also added a Grade 00 with tolerances near those

34、 of the currentU.S. Grade 1. While the committee basically agreed with the logic behind the ISO 3650grade tolerances, we also recognized that the use of graded sets is deeply imbedded insome industries, and the loss of the high accuracy grade would be a hardship for some users.There are a large numb

35、er of appendixes to the standard. Most of these appendixes haveinformation that is not in the current ISO 3650, but was in GGG-G-15C or previous editionsof B89.1.9. The two largest and most important of these describe the differences betweenthis Standard and its predecessors in Nonmandatory Appendix

36、 B, and the definition andtolerances on gage block accessories in Nonmandatory Appendix H.The committee would also like to acknowledge the large number of people who, whilenot members of the committee, were kind enough to attend an occasional meeting or sendcomments on the early drafts of the standa

37、rd. These interactions increased the committeesknowledge of actual gage block use in industry, and were very important in drafting thechanges made to ISO 3650 to correspond to U.S. practice.This Standard was approved as an American National Standard on January 14, 2002.vASME STANDARDS COMMITTEE B89D

38、imensional Metrology(The following is the roster of the Committee at the time of approval of this Standard.)OFFICERB. Parry, ChairD. Beutel, ViceChairM. Lo, SecretaryCOMMITTEE PERSONNELK. L. Blaedel, University of CaliforniaJ. B. Bryan, Bryan AssociatesT. Carpenter, U.S. Air ForceT. Charlton, Brown

39、and Sharpe ManufacturingM. Lo, The American Society of Mechanical EngineersW. T. Estler, National Institute of Standards and TechnologyG. Hetland, Hutchinson TechnologyR. J. Hocken, University of North CarolinaR. B. Hook, MetconF. G. Parsons, Federal Products Co.B. R. Taylor, Renishaw PLCR. C. Veale

40、, National Institute of Standards and TechnologyWORKING GROUP 1.9 PRECISION INCHGAGE BLOCKS FOR LENGTH MEASUREMENTD. Friedel, LS Starret Co.K. John, U.S. Air ForceJ. Kane, Boeing Defense and Space GroupL. Kragt, Inspection Control Co.W. C. Lehmus, ConsultantE. Lundquist, A. A. Jansson, Inc.M. Moran,

41、 Gen Service AdministrationF. Parsons, Federal Products Co.R. Porter, Naval Warfare Assessment CenterP. Schmitt, R. L. Schmitt Co.N. Suga, MTI Corp.J. Waterstraat, A. A. JanssonW. Watts, Glastonbury GageD. W. Young, AMP Inc.viCORRESPONDENCE WITH THE B89 COMMITTEEGeneral. ASME Codes and Standards are

42、 developed and maintained with the intent torepresent the consensus of concerned interests. As such, users of this Standard may interactwith the Committee by requesting interpretations, proposing revisions, and attending Committeemeetings. Correspondence should be addressed to:Secretary, B89 Main Co

43、mmitteeThe American Society of Mechanical EngineersThree Park AvenueNew York, NY 10016-5990Proposed Revisions. Revisions are made periodically to the standard to incorporate changesthat appear necessary or desirable, as demonstrated by the experience gained from theapplication of the standard. Appro

44、ved revisions will be published periodically.The Committee welcomes proposals for revisions to this Standard. Such proposals shouldbe as specific as possible: citing the paragraph number(s), the proposed wording, and adetailed description of the reasons for the proposal, including any pertinent docu

45、mentation.Interpretations. Upon request, the B89 Committee will render an interpretation of anyrequirement of the standard. Interpretations can only be rendered in response to a writtenrequest sent to the Secretary of the B89 Main Committee.The request for interpretation should be clear and unambigu

46、ous. It is further recommendedthat the inquirer submit his/her request in the following format:Subject: Cite the applicable paragraph number(s) and provide a concise description.Edition: Cite the applicable edition of the standard for which the interpretationis being requested.Question: Phrase the q

47、uestion as a request for an interpretation of a specificrequirement suitable for general understanding and use, not as a requestfor an approval of a proprietary design or situation.Requests that are not in this format may be rewritten in the appropriate format by theCommittee prior to being answered

48、, which may inadvertently change the intent of theoriginal request.ASME procedures provide for reconsideration of any interpretation when or if additionalinformation which might affect an interpretation is available. Further, persons aggrieved byan interpretation may appeal to the cognizant ASME com

49、mittee or subcommittee. ASMEdoes not approve, certify, rate, or endorse any item, construction, proprietarydevice, or activity.Attending Committee Meetings. The B89 Main Committee regularly holds meetings thatare open to the public. Persons wishing to attend any meeting should contact the Secretaryof the B89 Main Committee.viiIntentionally left blank ASME B89.1.9-2002GAGE BLOCKS0 INTRODUCTIONGage blocks are length standards representing specificfractions of the unit of length, the meter, of theinternational system of units