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ASME B89.1.9-2002 B89.1.9-1984 (R1997)] [Revision of ANSI/ASME B89.1.9-1994 REAFFIRMED 2012
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GAGE BLOCKS A N
A M ER I CA N
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NAT I O NA L
S TA N DA R D
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Intentionally left blank
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Errata to ASME B89.1.9-2002 Gage Blocks The errata corrections listed below apply to ASME B89.1.9-2002. Corrected figures and tables follow. Page
Location
Change
3
Fig. 1B
Dimensions revised; reference point added to second and last drawings
4
Table 1a
Entries in last three columns revised
5
Table 1b
Entries in last three columns revised
Fig. 5
(1) deleted from top callout (2) 0.02 and 0.03 revised to read 0.2 and 0.3, respectively
14
26
Table B1
∀ replaced by ± in four places
Table B3
∀ replaced by ± in six places
Table G1
(1) In last column, 18th through 29th entries revised (2) In last row, first five entries revis revised ed
THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS Three Park Avenue, New York, NY 10016-5990 ` , , ` ` ` , , , , ` ` ` ` ` ` , , ` , , ` , ` , , ` -
Copyright ASME International Provided by IHS under license with ASME No reproduction or networking permitted without license from I HS
December 2003
L4402E
Not for Resale
ERRATA TO ASME B89.1.9-2002
GAGE BLOCKS
1 / distance 2
between edge of block and edge of countersink
1 / width 2
0 1 2.
0 1 2.
2 .0 1
1 / distance 2
between edge of block and edge of countersink
1 / 2
width
25
30
FIG. 1B 1B
REFER REFERENCE ENCE P POINT OINTS S OF SQUARE SQUARE GAGE GAGE BLOCKS BLOCKS
TABLE 1a DIMENSIONS IN MILLIMETERS Cross Cro ss Sec Sectio tion n
Nomina Nominall len length gth,, l n
Square Rectangle
0 to 1000 0.5 up to 10 Over 10 up to 1000
a (width) (width) N om ominal Tolerance
24.1 30 35
b (depth) (depth) Nominal Tolerance
±0.2 +0.0/−0.3 +0.0/−0.3
24.1 9 9
±0.2 −0.05/−0.20 −0.05/−0.20
GENERAL NOTE: Squar GENERAL Square e gage blocks have a 6.7 mm ±0.1 mm center hole. The hole is countersunk on both sides 70 deg to 84 deg for blocks 5 mm and longer. Blocks under 5 mm are not countersunk.
TABLE 1b DIMENSIONS IN INCHES
a (width) (width) N om ominal Tolerance
Cross Cro ss Sec Sectio tion n
Nomina Nominall Len Length gth,, l n
Square Rectangle
0 t o 40 0.01 to 0.2
0.95 1.181
Over 0.2 up to 40
1.378
± 0.01 + 0.074 − 0.084 + 0.010 − 0.207
b (depth) (depth) Nominal Tolerance 0.95 0.355 0.355
± 0.01 + 0.020 − 0.010 + 0.020 − 0.010
GENERAL NOTE: Square gage blocks GENERAL blocks have a 0.265 ±0.01 ±0.010 0 in. cent center er hole. The hole is countersunk on both sides 70 deg to 84 deg for blocks 0.2 in. and longer. Blocks under 0.2 in. are not countersunk.
Copyright ASME International Provided by IHS under license with ASME No reproduction or networking permitted without license from I HS
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GAGE BLOCKS
ERRATA TO ASME B89.1.9-2002
10+00.2 E
Y
0.3
A B
X-Axis
1
A B
Y-Axis
X
35
A
B 25
FIG. 5
DIMENSIO DIMENSIONS NS OF COUPLI COUPLING NG HOLES HOLES (mm) (mm)
TABLE B1 Size 1 mm 75 mm 0.1 0.1 in in.. 2.0 2.0 in in..
EXAMPLE EXAMPLE OF TOLE TOLERANC RANCE E CHANGES
GGG-G-15C Gr Grad ade e Gr Grad ade e Gr Grad ade e Gr Grad ade e
2, 3, 3, 2, 3,
+0 +0.1 .10/ 0/ −0.05 m +0 +0.4 .45/ 5/ −0.22 m +4 +4/ / −2 in. +1 +16/ 6/ −8 in.
TABLE TABL E B3 Size 1 mm 75 mm mm 0.1 0.1 in in.. 1.0 in.
Copyright ASME International Provided by IHS under license with ASME No reproduction or networking permitted without license from I HS
Grade 0, ±0.12 m Gr Grad ade e AS-1 AS-1,, ±0. ±0.50 50 m Grade 0, ±5 in. Grade AS-1, ±16 in.
LENGTH LENGTH TOLE TOLERANC RANCE E COMPARISON
GGG-G-15C Gra Grade de 1 1,, Gra Grade de 2 2,, Grad Grade e 1, Grade Grade 2 2,,
This Standard
± 0. 0.05 05 m + 0. 0.25/ 25/ −0.12 m ± 2 in. +4/ −2 in.
This Standard Grade AS-1, ±0.20 m Grade Grade ASAS-2, 2, ±1.00 ±1.00 m Grade AS-1, ±8 in. Grade AS-2, ±24 in.
Not for Resale
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ERRATA TO ASME B89.1.9-2002
GAGE BLOCKS
TABLE TABL E G1 INCH GAGE GAGE BLOCK BLOCK SIZES SIZES (IN INCH INCHES) ES) 0.0055 0.006 0.0065 0.007
0.0202 0.0203 0.0204 0.0205
0.052 0.053 0.054 0.055
0.1007 0.1008 0.1009 0.101
0.130 0.131 0.132 0.133
0.20008 0.20009 0.250 0.300
0.0075
0.0206
0.056
0.102
0.134
0.350
0.008 0.0085 0.009 0.0095
0.0207 0.0208 0.0209 0.021
0.057 0.058 0.059 0.060
0.103 0.104 0.105 0.106
0.135 0.136 0.137 0.138
0.400 0.450 0.500 0.550
0.010 0.01005 0.0101 0.0102 0.0103
0.022 0.023 0.024 0.025 0.026
0.0625 0.070 0.078125 0.080 0.090
0.107 0.108 0.109 0.109375 0.110
0.139 0.140 0.141 0.142 0.143
0.600 0.650 0.700 0.750 0.800
0.0104 0.0105 0.0106 0.0107 0.0108
0.027 0.028 0.029 0.030 0.03125
0.09375 0.100 0.10001 0.10002 0.100025
0.111 0.112 0.113 0.114 0.115
0.144 0.145 0.146 0.147 0.148
0.850 0.900 0.950 1.000 2.000
0.0109
0.040
0.10003
0.116
0.149
3.000
0.011 0.012 0.013 0.014
0.046875 0.050 0.05005 0.0501
0.10004 0.10005 0.10006 0.10007
0.117 0.118 0.119 0.120
0.150 0.160 0.170 0.180
4.000 5.000 6.000 7.000
0.015 0.015625 0.016 0.017 0.018
0.0502 0.0503 0.0504 0.0505 0.0506
0.100075 0.10008 0.10009 0.1001 0.1002
0.121 0.122 0.123 0.124 0.125
0.190 0.200 0.20001 0.20002 0.20003
8.000 10.000 12.000 16.000 20.000
0.019 0.020 0.02005 0.0201
0.0507 0.0508 0.0509 0.051
0.1003 0.1004 0.1005 0.1006
0.126 0.127 0.128 0.129
0.20004 0.20005 0.20006 0.20007
. . . .
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GAGE BLOCKS ` , , ` , ` , , ` , , ` ` ` ` ` ` , , , , ` ` ` , , ` -
ASME B89.1.9-2002 [Revision of ANSI/ASME B89.1.9-1984 (R1997)] Copyright ASME International Provided by IHS under license with ASME No reproduction or networking permitted without license from I HS
Not for Resale
Date of Issuance: July 12, 2002
The next edition of this Standard is scheduled for publication in 2007. There will be no addenda or written interpretations of the requirements of this Standard issued to this edition.
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Copyright © 2002 by THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS All Rights Reserved Printed in U.S.A. --`,,```,,,,````-`-`,,`,,`,`,,`---
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CONTENTS
Forewo For eword rd . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
v
Committ Com mittee ee Roster Roster . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
vi
Correspond Corre spondence ence with the B89 Committee Committee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
vii
0
Int ntrrod oduc ucti tion on . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
1
1
Scope . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
1
2
No Norm rmat ativ ive e Re Refe fere renc nces es . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
1
3
Defi efinit nition ons s . . . . . .. . . . . .. . . . . .. . . . . .. . . . . .. . . . . .. . . . . .. . . . . .. . . . . .. . . . . .. . . . . .. . . . . .. . . . . .
3.1 3. 3.2 2 3. 3.3 3
Gag Gagee Blo Block ck . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Le Leng ngth th of of a Gage Gage B Blo lock ck l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ga Gage ge Le Leng ngth th lg of a Gage Gage Blo Block ck . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
1 1 1 2
3. 3.4 4 3. 3.5 5 3. 3.6 6 3.7
Devi De atio ion n Devi Deviat viat atio ion n Vari Variat atio ion n Wri Wringi nging ng
of the Fla Lengt gth hs at Point From No Le Fr From om FLen latn tnes ess f d Any . . . . .Poi . . .nt . . Fro . . . .m. . Nomi . . . mina . . .nal . .l . Leng . . .ngth . .th . . .e. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. iin n L Len engt gth h v . . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . . . . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .
2 2 2 2
4
No Nome menc ncla latu ture re of Fa Face ces s . . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . ..
2
5
Basis Basis of Measur Measureme ement, nt, Tracea Traceabil bility ity,, and Refere Reference nce C Cond onditi ition on . . . . . . . . . . . . . . . . . . . . . .
5.1 5.2 5.3 5.4
Uni Units ts of Length Length (Meter (Meter,, Inch) Inch) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Tra Tracea ceabili bility ty . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ref Refere erence nce Temper Temperatu ature re and Standa Standard rd Pressu Pressure re . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ref Refere erence nce Positio Position n of Gag Gagee Blo Blocks cks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
2 2 2 3 3
6
Genera Generall D Dime imensi nsions ons,, Mater Material ial Proper Propertie ties, s, a and nd M Mark arking ing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
6.1 6.2 6.3
Gen Genera erall Dime Dimensi nsions ons . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Mat Materi erial al Pro Proper perties ties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Mar Markin king g . . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . ..
7
Me Metr trol olog ogic ical al Re Requ quir irem emen ents ts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
7.1 7.2 7.3 7.4
Gen Genera erall . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Dev Deviat iation ion From From F Flat latnes nesss To Toler leranc ancee t ff . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Mea Measur suring ing Faces Faces . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Sid Sidee Fac Faces es . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
8
Cali Calibr brat atio ion n of Ga Gage ge Bl Bloc ocks ks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
8.1 8.2 8.3 8.4
Gen Genera erall . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Wri Wringi nging ng Tes Testt . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Mea Measur sureme ement nt by Int Interf erfero eromet metry ry . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Mea Measur sureme ement nt by Com Compar pariso ison n . . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. .
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3 3 4 5 6 6 6 6 6 9 9 9 9 10
Figures 1a 1b
Length th l at any Point of a Gage Block Gage Length lg and Another Example for Leng Wrung Wru ng to the Plane Plane Sur Surfac facee of an Aux Auxilia iliary ry Plate Plate . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Re Refe fere renc ncee Poin Points ts of Squa Square re Gage Gage Bloc Blocks ks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . iii
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2 3
2 3 4 5 6 7
De Devi viat atio ion n Fr From om Flat Flatne ness ss,, f d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Length h Deviationss t e for Lengt Variation tion v With f o and f u; Limit Deviation Gage len length gth lg; Varia Nominal Length ln; Gage at any Point, Proce Proceeding eding From tthe he No Nominal minal Length Length (se (seee par para. a. 7.1 7.1,, Tabl Tables es 4a and 4 4b) b) . . . . . . . . . . . . Nome Nomenc ncla latu ture re of Face Facess of Ga Gage ge Block Blockss . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Dime Dimens nsio ions ns of Coup Couplin ling g Ho Hole less (m (mm) m) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Pe Perp rpen endi dicu cula lari rity ty of a Side Side Face Face with with a Me Meas asur urin ing g Face Face . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Mea Measur sureme ement nt of Ga Gage ge Le Lengt ngth h By Compar Compariso ison n Tak Taking ing the the Perpen Perpendic dicula ularr Dist Distanc ancee Fro From m the Ref Refere erence nce Poi Point nt of a Measu Measurin ring g Face Face to the Opp Opposi osite te Fac Facee . . . . . . . . . . . . . . . . . . . . . . . . . . .
3 3 4 5 9 10
Tables 1a 1b 2 3 4a 4b 5
Dim Dimens ension ionss in Mil Millime limeter terss . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Dimens Dimension ionss in Inc Inches hes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Dime Dimens nsio iona nall Stab Stabili ility ty . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Devi Deviat atio ion n From From Flat Flatne ness ss To Tole lera ranc ncee t ff . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Max Maximu imum m Permitte Permitted d Devia Deviatio tions ns of the Len Length gth at any Point Point and Toler Toleranc ancee on Varia Variatio tion n in Length Length for Met Metric ric Gag Gagee Blo Blocks cks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Maximu Maximum m Permitte Permitted d Devia Deviatio tions ns of the Leng Length th at any Point and Tol Tolera erance nce on Var Variat iation ion in Length Length for Inc Inch h Gag Gagee Blo Blocks cks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Per Perpen pendic dicula ularit rity y Tolera Tolerance nce . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
4 5 5 6 7 8 9
Nonmandatory Appendices A
Gra Grade de 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
13
B C D E F G H I
Differ Dif ences es hods Betwee Between Former GGG This Sta Testin Tesferenc ting g Met Method s . .n. .For . . .mer . . . . GGG-G. . . . . -G-15C . . . 15C . . . . .and . . . . Thi . . . s. . Standa . . .ndard . . . rd . . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. Pos Possib sible le Sou Source rcess of Mea Measur sureme ement nt Unc Uncer ertain tainty ty . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Thin Thin Ga Gage ge Bloc Blocks ks (Les (Lesss Th Than an 1. 1.0 0 mm or 0. 0.04 040 0 in in.) .) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Use Use and and Ca Care re of Gage Gage Block Blockss . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Gage Gage Bl Bloc ock k Size Sizess and and Sets Sets . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Gag Gagee Blo Block ck Acc Access essori ories es . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Grav Gravity ity and and Atmo Atmosp sphe heri ricc Effe Effect ctss on Gage Gage Bloc Blocks ks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
14 16 18 21 22 25 30 36
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iv
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FOREWORD
The United States gage block standard has not changed substantively since GGG-G-15B of 197 1970. 0. Dur During ing the interve intervenin ning g years years there there have have been been a num number ber of ver very y imp import ortant ant shift shiftss in the use of gage blocks, a large growth of internationalization in design and manufacture of parts, parts, and even even change changess to basic basic concep concepts ts like like unc uncert ertain ainty ty and trace traceabi ability lity.. With With all of th thes esee fact factor orss in min mind, d, th thee B89. B89.1. 1.9 9 Co Comm mmitt ittee ee be bega gan n to cons consid ider er a tota totall re rewr writ itee of the the standard in the early 1990s. Our basic criteria were to adhere to the International Standard ISO 365 3650 0 as clo closel sely y as possib possible, le, whi while le mak making ing necess necessary ary additio additions ns to ada adapt pt the standa standard rd to measur measuring ing practi practice ce in the Uni United ted States States.. The most most obv obviou iouss additio additions ns wer weree spe specifi cificat cation ionss for inch inch sys system tem gag gagee blocks blocks.. We have have avoided the more traditional term “English” system because the metric system is the legal system syste m of units in Engla England. nd. The Internatio International nal Stand Standard ard also only defines rectangu rectangular lar gage blocks, the United States being perhaps the only country to have square “Hoke” style blocks in signifi significan cantt num number bers. s. Sin Since ce the new gra grades des have some some of the sam samee design designati ations ons as the
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ol old d stan standa dard rd we ha have ve ad adde ded d pr prefi efix x “A “AS” S” to th thee na name mess of Gr Grad ades es 1 an and d 2 to prev preven entt misidentification. We have also added a Grade 00 with tolerances near those of the current U.S.. Gra U.S Grade de 1. Wh While ile the commi committe tteee bas basica ically lly agreed agreed with the logic beh behind ind the ISO 365 3650 0 grade gra de tole toleran rances ces,, we als also o recogn recognize ized d tha thatt the use of gra graded ded sets is dee deeply ply imbedd imbedded ed in some industries, and the loss of the high accuracy grade would be a hardship for some users. There are a large number of appendixes to the standard. Most of these appendixes have information that is not in the current ISO 3650, but was in GGG-G-15C or previous editions of B89.1. B89.1.9. 9. The two lar larges gestt and most most imp import ortant ant of these these descri describe be the differ differenc ences es betwee between n this this Standa Standard rd and its predec predecess essors ors in Nonman Nonmandat datory ory Append Appendix ix B, and the defi definiti nition on and tolerances toler ances on gage block acce accessor ssories ies in Nonmandato Nonmandatory ry Appen Appendix dix H. The committee committee would als also o like like to acknow acknowled ledge ge the large number number of peo people ple who, whi while le not members of the committee, were kind enough to attend an occasional meeting or send comments on the early drafts of the standard. These interactions increased the committee’s knowle kno wledge dge of actual actual gage block block use in indust industry, ry, and wer weree ver very y imp import ortant ant in dra drafti fting ng the change cha ngess made made to ISO 365 3650 0 to corres correspon pond d to U.S. U.S. pra practic ctice. e. Thiss Standa Thi Standard rd was approv approved ed as an Ame Americ rican an Nat Nation ional al Standa Standard rd on Jan Januar uary y 14, 200 2002. 2.
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ASME STANDARDS COMMITTEE B89 Dimensional Metrology (The following is the roster of the Committee at the time of approval of this Standard.)
OFFICER B. Parry, Chair D. Beutel, Vice Chair M. Lo, Secretary
COMMITTEE PERSONNEL K. L. Blaedel, University of California J. B. Bryan, Bryan Associates T. Carpenter, U.S. Air Force T. Charlton, Brown and Sharpe Manufacturing M. Lo, The American Society of Mechanical Engineers W. T. Estler, National Institute of Standards and Technology G. Hetland, Hutchinson Technology R. J. Hocken, University of North Carolina R. B. Hook, Metcon F. G. Parsons, Federal Products Co. B. R. Taylor, Renishaw PLC R. C. Veale, National Institute of Standards and Technology
WORKING GROUP 1.9 — PRECISION INCH GAGE BLOCKS FOR LENGTH MEASUREMENT D. Friedel, LS Starret Co. K. John, U.S. Air Force J. Kane, Boeing Defense and Space Group L. Kragt, Inspection Control Co. W. C. Lehmus, Consultant E. Lundquist, A. A. Jansson, Inc. M. Moran, Gen Service Administration F. Parsons, Federal Products Co. R. Porter, Naval Warfare Assessment Center P. Schmitt, R. L. Schmitt Co. N. Suga, MTI Corp. J. Waterstraat, A. A. Jansson W. Watts, Glastonbury Gage D. W. Young, AMP Inc.
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CORRESPONDENCE WITH THE B89 COMMITTEE
ASME Cod Codes es and Standard Standardss are develope developed d and mai mainta ntaine ined d wit with h the inte intent nt to General. ASME represent the consensus of concerned interests. As such, users of this Standard may interact with the Committee by requesting interpretations, proposing revisions, and attending Committee meetings. meetin gs. Correspond Correspondence ence shoul should d be addr addresse essed d to: Secretary,, B89 Main Committee Secretary The Americ American an Socie Society ty of Mech Mechanica anicall Engin Engineers eers Threee Park Avenue Thre New York, NY 10016-599 10016-5990 0 Proposed Revisions. Revisions are made periodically to the standard to incorporate changes that that app appear ear nec necess essary ary or desira desirable ble,, as demons demonstra trated ted by the exp experi erienc encee gained gained fro from m the application applic ation of the stand standard. ard. Approved revision revisionss will be published published periodica periodically. lly. ` , , ` ` ` , , , , ` ` ` ` ` ` , , ` , , ` , ` , , ` -
Committee proposals revisions to ber(s) this(s), Standard. Such beThe as spec sp eciific as welcomes possib possible: le: cit citing ing the for paragr paragraph aph num number , the pro propos posed edproposals wor wordin ding, g, should and a detailed description of the reasons for the proposal, including any pertinent documentation. Upon reques request, t, the B89 Committ Committee ee will ren render der an interp interpret retatio ation n of any Interpretations. Interpretati ons. Upon requireme requir ement nt of the standa standard. rd. Int Interp erpret retati ations ons can only only be ren render dered ed in respon response se to a wri writte tten n reques req uestt sen sentt to the Secre Secretar tary y of the B89 Ma Main in Com Committ mittee. ee. The request for interpretation should be clear and unambiguous. It is further recommended that that the inquir inquirer er submit submit his/he his/herr reques requestt in the follow following ing for format mat:: Subj Subjec ect: t: Ed Edit itio ion: n: Que Questio stion: n:
Ci Cite te th thee appl applic icab able le pa para ragr grap aph h nu numb mber er(s (s)) and and prov provid idee a conc concis isee desc descri ript ptio ion. n. Cite Cite th thee ap appl plic icab able le edit editio ion n of th thee stan standa dard rd for for whic which h the the inte interp rpre reta tati tion on is being requested. requested. Phr hraase th thee qu ques esti tion on as a re requ ques estt ffor or an int inter erpr pret etat atio ion n o off a ssp pec eciific requirement suitable for general understanding and use, not as a request for an app approv roval al of a propri proprieta etary ry design design or situ situatio ation. n.
Reques Req uests ts that that are not in this form format at may be rew rewrit ritten ten in the appr appropr opriat iatee format format by the Committee Commit tee prior prior to being being answer answered, ed, whi which ch may inadv inadvert ertent ently ly cha change nge the inte intent nt of the original origi nal reque request. st. ASME procedures procedures provide for reconside reconsideratio ration n of any interpretation interpretation when or if addit additional ional information infor mation which might affect an inter interpreta pretation tion is avail available. able. Further, persons aggriev aggrieved ed by an interp interpret retatio ation n may appeal appeal to the cogniz cognizant ant ASME ASME com commit mittee tee or sub subcom committ mittee. ee. ASM ASME E doess not doe not ‘‘approve, ‘‘approve,’’ ’’ ‘‘certify, ‘‘certify,’’ ’’ ‘‘rate, ‘‘rate,’’ ’’ or ‘‘ ‘‘endorse endorse’’ ’’ any item, constructio construction, n, propr proprietar ietary y device, devic e, or activ activity. ity. Attending Committee Meetings. The B89 Main Committee regular regularly ly holds meetings that are open to the public. Persons wishing to attend any meeting should contact the Secretary of the B89 Mai Main n Com Committ mittee. ee.
vii
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ASME B89.1.9-2002
GAGE BLOCKS
0 INTRODUC INTRODUCTION TION
ASME Y14.5-199 Y14.5-1994, 4, Dimen Dimensionin sioning g and Toler Tolerancin ancing g
Gage blocks are length standards representing specific fr frac acti tion onss of th thee un unit it of leng length th,, th thee mete meter, r, of th thee intern internati ationa onall sys system tem of uni units ts (SI (SI). ). Depend Depending ing on the kind of application and the required quality, gage blocks are off offere ered d in sev severa erall gra grades des.. The calibr calibrati ation on of gage gage blocks blocks includ includes es the measur measureme ement nt of the length length value value at a spec specifi ified ed po poin intt of th thee me meas asur urin ing g fa face ce and and th thee evaluation evalu ation of the measu measureme rement nt unce uncertaint rtainty. y.
Publisher: The Americ Publisher: American an Socie Society ty of Mechanica Mechanicall Engineers nee rs (AS (ASME ME Intern Internati ationa onal), l), Three Three Par Park k Ave Avenue nue,, New York, NY 10016-599 10016-5990; 0; Order Depar Department: tment: 22 Law Dri Drive, ve, Box 230 2300, 0, Fai Fairfie rfield, ld, NJ 0700707007-230 2300 0 ASTM E 18-94, Standard Test Methods for Rockwell Hardness and Rockwell Superficial Hardness of Metallic Mate Materials rials ASTM E 140-95, Standard Hardness Conversion Tables for Meta Metals ls Publisher: The American Society for Testing and Materials (ASTM), 100 Barr Harbor Drive, West Conshohocken, hock en, PA 19428-295 19428-2959 9
1 SCOP SCOPE E Thiss Standa Thi Standard rd specifi specifies es the mos mostt import important ant design design and metrological characteristics of gage blocks with a rectangular or square cross-section and a nominal length ln ranging from 0.5 mm to 1 000 mm for metric sizes an and d 0. 0.01 010 0 in in.. to 40 in. fo forr in inch ch sizes sizes.. It is no nott th thee intent of this Standard to preclude the use, by contractual agreem agr eement ent,, of gag gagee blocks blocks of other other shapes shapes,, grades grades or materials. Limitt deviat Limi deviation ionss and toleran tolerances ces are stated stated for the calibr calibrati ation on Gra Grade de K and for the Grades Grades 00, 0, AS-1, AS-1, and AS-2 for various measuring purposes. purposes.
ISO 1: 1975: Standard reference temperature for industrial length measu measuremen rements ts ISO 6507-1: 1997, Metallic materials - Vickers hardness test - Part 1: Test method ISO 365 3650: 0: 199 1998, 8, Gau Gauge ge Blo Blocks cks ISO,, Intern ISO Internatio ational nal Voc Vocabu abular lary y of Bas Basic ic and Gen Genera erall Terms in Metro Metrology logy (VIM), 1993 ISO, Guide to the expression of uncertainty in measurement: 1993, corrected and reprinted in 1995 (GUM) Publisher: International Organization for Standardization (I (ISO SO), ), 1 rue rue de Vare Varemb mbee´, Case Case Po Post stal alee 56, 56, CH CH-1121,, Gene` ve 20, Switzerlan 1121 Switzerland, d, Suiss Suissee
NOTE: To avoid confusing Grades 1 and 2 with previous definitions, the prefix “AS” for “American Standard” should be used for all sets using usin g the grade tole tolerance rancess in this Standard. Standard. NOTE: NOT E: The characte characteris ristic ticss of Grades Grades K, 0, ASAS-1, 1, and AS-2 are
3 DEFI DEFINITI NITIONS ONS
ident identica icall to th those ose of the same nam namee in ISO 3650 3650:: Gag Gagee Block Blocks, s, with the exception exception that in this Stand Standard ard the leng length th of the block is defi defined ned when when measur measured ed in th thee ver vertic tical al ori orient entati ation. on. Grade Grade 00 has been added to confo conform rm more clos closely ely to the current U.S. Standa Standard rd (see secti section on A1).
3.1 Ga Gage ge Blo Block ck A gage gage bloc block k is a bloc block k of re rect ctan angu gula larr or squa square re section, made of wear-resistant material, with one pair of planar, mutually parallel measuring faces. The measuring faces shall have surfaces that can be wrung (see para. 3.7) to the measuring faces of other gage blocks to make composite assemblies, or to similarly textured surfaces surf aces of auxil auxiliary iary plate platess for length measure measurements ments..
2 NORMATIVE NORMATIVE REFEREN REFERENCES CES The following standards contain provisions that, through referenc through referencee in this text, cons constitute titute provisio provisions ns of this this Standa Standard. rd. At the time of pub publica lication tion,, the edi editio tions ns indicated were valid. All standards are subject to revision, and parties to agreements based on this Standard are encouraged to investigate the possibility of applying the the mo most st rece recent nt edit edition ionss of th thee st stan anda dard rdss in indi dica cate ted d
3.2 Len Length gth of a Gag Gage e Blo Block ck l The length of a gage block at a particular point of the measuring face is the perpendicular distance between
bel below. ow. ANS ANSII mai mainta ntains ins reg regist isters ers of curre currently ntly val valid id Internation Inter national al Stand Standards ards and U.S. Nation National al Standards Standards..
this this point point and the planar planar surfa surface ce of an aux auxilia iliary ry plate plate of the same same materi material al and surface surface textur texturee upo upon n whi which ch 1
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ASME B89.1.9-2002
GAGE BLOCKS
Depth
3.4 Dev Deviat iation ion of the Leng Length th at any Poin Pointt From Nominal Nominal Length Length e
Width
Th Thee de devi viat atio ion n of the the leng length th e at any any poin pointt fr from om nominall length ln is the algeb nomina algebraic raic differen difference ce l − ln.
l g
l
3.5 Devia Deviation tion From Flat Flatness ness f d
Auxiliary plate
The deviation f d from flatness is the minimum distance between two parallel planes between which all points between of the measu measurin ring g face face lie (see Fig Fig.. 2).
3.6 Varia Variation tion in Length v The varia variation tion v in length length is the differ differenc encee betwee between n the maximum length lmax and the minimum length lmin. It is equal to the sum of the deviations f 0 and f u from (see Fig Fig.. 3). the gage gage length length lg (see
FIG. 1A GAG FIG. GAGE E LENGTH LENGTH l g AND ANOTHER EXAMPLE FOR LENGTH l AT ANY POINT OF A GAGE BLOCK WRUNG TO THE PLANE
3.7 Wrin Wringing ging
SURFACE OF AN AUXILIARY PLATE
Wr Wring prope property ofer the measu measurin gces faces facor es of gag gage e inging blocks bloing cks is to the adh adhere ere tortyother oth mea measur suring ingring faces fa to faces with similar surface texture as a result of molecular forces forc es (see Nonmandatory Nonmandatory Appendix F, secti section on F5).
the other other measur measuring ing face face has been wru wrung ng (se (seee para. para. 3.4 and Figs. 1a and 1b) The length of a gage block l includes includes the effe effect ct of one fac facee wringi wringing ng (se (seee para. para. 8.3 8.3.1) .1)..
4 NOM NOMENCL ENCLATURE ATURE OF FACES
NOTE: The length l is a physical quantity consisting of a numerical val value ue and a length length unit (e. (e.g., g., meter, meter, inc inch). h). If onl only y the nu numer merica icall value is treated (e.g., in tables), the units should be stated explicitly.
Rectan Rec tangul gular ar and squ square are gag gagee blocks blocks (see (see Fig Fig.. 4).
3.3 Gag Gage e Length Length l g of a Gage Block
5 BASIS OF MEASUREMEN MEASUREMENT, T, TRACEABILI TRACEABILITY, TY, AND REFERENCE REFERENCE CONDITIO CONDITION N
3.3. 3.3.1 1 Gage Gage Leng Length th of a Rect Rectan angu gula larr Ga Gage ge Block. The gage length lg of a rectangular gage block
5.1 Uni Units ts of Len Length gth (Mete (Meter, r, Inc Inch) h)
is the the leng length th of a ga gage ge bl bloc ock k take taken n at th thee re refe fere renc ncee point. For rectangular gage blocks, the reference point is taken at the center of the free measuring face (see Fig. 1a).
Th Thee me mete terr is defin defined ed as the the dist distan ance ce tr trav avel eled ed by lig light ht in vacu vacuum um in 1/29 1/299 9 792 792 458 458 of a seco second nd (17t (17th h General Gener al Confe Conference rence of Weig Weights hts and Measures Measures,, 1983) 1983).. The definition is realized by working wavelength standards recommended by the International Committee of Weights and Measures (CIPM). One inch is 25.4 mm, exactly.
NOTE: lg is a special special instanc instancee of length l.
3.3.2 3.3 .2 Gage Gage Len Length gth of a Square Square Gage Block. Block. The gage length lg of a square gage block is the length of a gage block taken at the reference point, midway between the hole or outer edge of countersink and the edgee of the block edg block neare nearest st to the size marki marking. ng. If the size size mark markin ing g is on th thee side side of th thee bl bloc ock, k, th thee to top p of the block is either above or to the right of the marking, depending on the orientation of the writing. If the block is ma mark rked ed on th thee to top p ga gagi ging ng su surf rfac ace, e, th thee re refe fere renc ncee
The measured measured lengt length h of a gag gagee block block is tra tracea ceable ble to nation national al or intern internati ationa onall standa standards rds of length length,, if the measurement result can be related by an unbroken chain of compar compariso ison n mea measur sureme ements nts eac each h with doc docume umente nted d
point is located midway between the hole and the edge of the block to the right of the size marking (see Fig. 1b).
uncertainties to a gage block that has been calibrated by interferometry using appropriate wavelength standards.
5.2 Trace Traceabil ability ity
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GAGE BLOCKS
ASME B89.1.9-2002 1 / distance 2
between edge of block and edge of countersink
1 / width 2
1 2 0
1 2 0
2 0 1
1 / distance 2
between edge of block and edge of countersink
1 / 2
width
1 / 2
25
25
FIG. 1B 1B
REFERENCE REFERENCE POINT POINTS S OF SQUARE SQUARE GAGE GAGE BLOCKS BLOCKS v = l
− l
max
min
f o = l max − l g f u = l g − l min
f o t e
Deviation f d from flatness
f u v
t e
l max l n
FIG. 2
l g
l min
FIG.. 3 NOMI FIG NOMINAL NAL LEN LENGTH GTH,, l n ; GAGE LENGTH, l g ; VARIATION, v WITH f o and f u ; LIMIT DEVIATIONS, t e , FOR LENGTH AT ANY POINT, PROCEEDING FROM THE NOMINAL LENGTH (See Para. 7.1 and Tables 4a and 4b)
DEVIA DEVIATION TION FROM FLATNESS FLATNESS f d
5.3 Refer Reference ence Temperature Temperature and Stand Standard ard Pressure The nominal length and measured lengths of a gage block apply at the reference temperature of 20° 20 °C (68° (68°F) (see ISO 1) and the standard air pressure 101.325 kPa (760 mm Hg).
for defo deformatio rmation n are made (see Nonmanda Nonmandatory tory Appendices D and I). The orientation of blocks over 100 mm (4 in.) in length should be recorded in the calibration report.
NOTE: The effect on the length of a gage block caused by deviations from the standard pressure may be ignored under normal atmospheric conditions.
6 GENERAL GENERAL DIMENSIO DIMENSIONS, NS, MATERIAL PROPERTIES PROPE RTIES,, AND MARKING MARKING
5.4 Refer Reference ence Position Position of Gage Blocks 6.1 Gener General al Dime Dimension nsions s
Th Thee defi define ned d leng length th of a ga gage ge bl bloc ock k re refe fers rs to th thee
The nom nomina inall dim dimens ension ionss of the cro crossss-sec section tion and their their limit limit deviat deviation ionss are give given n in Tab Tables les 1a and 1b.
vertical verti cal positi position, on, with the measu measuring ring faces horiz horizontal. ontal. Blocks can be measured in any orientation if corrections 3 Copyright ASME International Provided by IHS under license with ASME
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ASME B89.1.9-2002
GAGE BLOCKS
Marked measuring face
Unmarked measuring face
2
3
Side faces
Right-hand (top) measuring face
Side faces
100
100 Marked side face Left-hand (bottom) measuring face
FIG. 4
NOM NOMENCLA ENCLATURE TURE OF FACES FACES OF G GAGE AGE BLOCKS BLOCKS
TABLE 1a DIMENSIONS IN MILLIMETERS
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Cross Section
Nomin ina al length, l n
Square Rectangle
0 to 1000 0.5 up to 10 Over 10 up to 1000
a (width) (width) Nominal Tole lerrance 24.1 30 35
±0.2 0 −0.3
b (depth) (depth) Nomin ina al Tolerance 24.1 ... 9
±0.2 −0.05 −0.20
GENERAL NOTE: Square gage blocks have a 6.7 mm ±0.1 mm center hole. The hole is countersunk count ersunk on both sides 70 deg to 84 deg for blocks 5 mm and longer. Blocks under 5 mm are not countersunk.
6.2.2 6.2. 2 Coefficien Coefficientt of Therm Thermal al Expan Expansion. sion. The
If rec rectan tangul gular ar gage gage blocks blocks with with nom nomina inall len length gth ove overr 100 mm are provided with coupling holes, the dimensions and location of holes shall be as shown in Fig. 5. Rect Rectan angu gula larr ga gage ge bl bloc ocks ks of Grad Gradee K sh shal alll no nott be combined combi ned with coupl coupling ing devices. devices.
coef ficie cient nt of therma thermall expans expansion ion of steel steel gag gagee blocks blocks in the temperat temperature ure range 10 10°°C to 30° 30°C shall be (11.5 ± 1.0) 10-6 / / °C. The coef ficient of expansion with its uncertainty of determination shall be supplied with steel Grade K and Grade 00 gage blocks, also with all grades made with materials mater ials other than harde hardened ned steel steel..
6.2 Mate Material rial Properties Properties 6.2.1 Material. Material. Gage blocks shall be made of high grade steel or of other wear-resistant materials capable of being finished with surfaces that will wring readily,
6.2.3 6.2. 3 Hardness. Hardness. The measuring faces of steel gage blocks blocks shall have a Vic Vicker kerss har hardne dness ss of not less than than 800 HV 0.5 (see ISO 650 6507-2 7-2)) or Rockw Rockwell ell C62 (see (see ASTM E 18-94 and ASTM E 140-95).
and that will be stable for length within the tolerance in Ta Tabl blee 2. 4 Copyright ASME International Provided by IHS under license with ASME
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GAGE BLOCKS
ASME B89.1.9-2002
TABLE 1b DIMENSIONS IN INCHES DIMENSIONS Cross Sec ecti tion on
Nom Nominal nal Le Leng ngth th,, l n
Square Rectangle
0 to 40 0.01 to 0.2
0.95 1.181
±0.01 +0.074
0.95
±0.01
Over 0.2 up to 40
1.378
−0.084 +0.010 −0.0207
0.355
+0.020 −0.010
a (width) (width) Nominal Tolerance
b (depth) (depth) Nominal Tolerance
GENERAL NOTE: Square gage blocks have a 0.265 ±0.010 ±0.010 in. center hole. The hole is countersunk on both sides 70 deg to 84 deg for blocks 0.2 in. and longer. Blocks under 0.2 in. are not countersunk.
E φ 10+0.02 0 0.03 A B 1 A B
Y
X-Axis Y-Axis
X
35
A
B 25
FIG. 5
DIMENSIO DIMENSIONS NS OF COUPLI COUPLING NG HOLES HOLES (mm) (mm)
TABLE TABL E 2 DIMENSI DIMENSIONA ONAL L STABI STABILITY LITY
leng length th ma may y be ma mark rked ed on a me meas asur urin ing g fa face ce,, but but an area of 9 mm 12 mm at the center of the measuring fa face ce and an are areaa of 2.5 2.5 mm 2.5 2.5 mm in each each of
Maximum Permissible Change in Length Per Year Grade
(l n in meters)
K, 00, 0 AS-1, AS-2
± (0.02m + 0.25 10−6 l n) ± (0.05m + 0.5 10−6 l n)
th thee fo four ur corn corner erss shal shalll be left left clea clearr of any any ma mark rkin ing. g. Square gage blocks may be marked on the measuring face, but the quadrant of the face where the measurements are made shall be left clear of any marking. Gagee blocks Gag blocks for which which a calibr calibrati ation on certi certifi ficate cate is issued shall be marked with an identifi identification numbe number. r. It is recommended that all other gage blocks, especially gage blocks of Grades K, 00, and 0, should likewise be identifi identifiable. If the the grad grades es ar aree indi indica cate ted d on the the gage gage bloc block, k, the the following follow ing markings shall be used used:: Calibration Grade K:K Grade 00: 00 Grade 0: 0
6.2.4 Dimensional Stability. Stability. The maximum permissible changes in length per year of gage blocks are sta stated ted in Tab Table le 2. They They app apply ly whe when n the gage blocks blocks are not exposed to exceptional temperatures, vibrations, shocks, shoc ks, magnetic magnetic fields or mecha mechanical nical forces.
6.3 Mark Marking ing
p
Gage blocks Gage blocks sha shall ll be per perman manent ently ly mar marked ked with the no nomin minal al leng length th and and th thee name name or tr trad adem emar ark k of th thee
p
p
manufacturer in characters not less than 1.5 mm high. Rectan Rec tangul gular ar gag gagee blocks blocks sma smaller ller than 6 mm nomina nominall
Grade Grade 5
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Copyright ASME International Provided by IHS under license with ASME
p p
AS-1: − AS-2:
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No reproduction or networking permitted without license from I HS
Not for Resale
ASME B89.1.9-2002
GAGE BLOCKS
TABLE 3
DEVIATION DEVIATION FROM FLATNESS TOLERANCE t f Deviation from flatness tolerance t f in m ( in.) Style and Grade
Nominal Length Range for l n
0.5 mm up to 50 mm 0.010 in. up to 2 in. 50 mm up to 150 mm 2 in. up to 6 in. Over 150 mm up to 500 mm Over 6 in. up to 20 in. Over 500 mm up to 1 000 mm Over 20 in. up to 40 in.
K All Styles
00 Rectangular
00 Square
0 All Styles
AS-1 All Styles
AS-2 All Styles
0.05 (2) 0.05 (2) 0.1 (4) 0.15 (6)
0.05 (2) 0.05 (2) 0.1 (4) 0.15 (6)
0.05 (2) 0.07 (3) 0.1 (4) 0.15 (6)
0.1 (4) 0.1 (4) 0.15 (6) 0.18 (7)
0.15 (6) 0.15 (6) 0.18 (7) 0.20 (8)
0.25 (10) 0.25 (10) 0.25 (10) 0.25 (10)
7.3 Measu Measuring ring Faces
7 METROLOGICA METROLOGICAL L REQUIREMENTS
The measuring faces of all gage blocks shall wring readily. readi ly. Fine scratc scratches hes without burr burrss may be acce accepted pted when whe n they they do not impair the wri wringi nging ng pro proper perty. ty. The edge edgess of the the me meas asur urin ing g fa face cess shal shalll be roun rounde ded d to a
7.1 Gene General ral Each gage block shall confo conform rm to the requirements requirements of its grade (see Tables 4a and 4b), as indicated below.
radius not exceeding 0.3 mm or provided with a chamfer no nott exce exceed edin ing g 0.3 0.3 mm mm.. Th Thee tr tran ansi sitio tion n betw betwee een n the the cham chamfe ferr and and the the me meas asur urin ing g fa face ce shal shalll be such such that that the wringi wringing ng pro proper perty ty of the measu measurin ring g faces faces is not impaired.
NOTE: In previous editions, the quantity “parallelism of the gaging faces”” was specifi faces specified in place of variatio variation n in length length..
The requirements of Tables 3, 4a, and 4b apply to the measuring faces of the gage block omitting a border zone with a maximum width of 0.8 mm as measured fro from m the plane of the side face faces. s. In this this border border zone the surface shall not lie above the plane of the measuring face. face. Grade Gra de K gag gagee blocks blocks are int intend ended ed for calibr calibrati ating ng other gage blocks and shall always be used in connection with a calib calibration ration certi certifi ficate.
7.4 Side Faces 7.4.1 7.4 .1 Side Side Face Face Flatne Flatness. ss. The dev deviat iation ion fro from m flatn atness ess of the side faces shall shall not exceed exceed 40 m for no nomi mina nall leng length th up to 100 100 mm (4 in.) in.).. For For nomin nominal al leng length th ov over er 100 100 mm (4 in.) in.),, the the tole tolera ranc nces es shal shalll be -6 given given by 40 m + 4 0 10 ln.
7.2 Devi Deviatio ation n From Flatness Flatness Tolerance Tolerance t f f 7.2.1 Gage Blocks With Nominal Length Exceeding 2.5 mm (0.1 in.). The deviation f d from
7.4.2 Side Face Parallelism. Parallelism. The deviation from parallelism (includ parallelism (including ing form deviatio deviations) ns) of a side face with the opposing side face as a datum shall not exceed 80 m for nominal lengths up to 100 mm (4 in.). For nominal lengths over 100 mm (4 in.) up to 1 000 mm (40 in.), the tolera tolerance ncess sha shall ll be given given by -6 80 m + 8 0 10 ln.
flatne atness ss of each each me meas asur urin ing g face face of a ga gage ge bl bloc ock k of nominal length greater than 2.5 mm (0.1 in.) shall not exceed exc eed the approp appropria riate te tole toleran rance ce in Tab Table le 3, whethe whetherr the gage block is wrung to an auxiliary plate or is in the unwru unwrung ng state.
7.2.2 Gage Blocks With Nominal Length up to 2.5 mm (0.1 in.). The deviation deviation f d from flatness
7.4.3 Side Face Perpendicularity. The deviation from perpendicularity of a side face with a measuring face shall not exceed the values given in Table 5 (see Fig.. 6). Fig
of each each meas measur urin ing g face face of a ga gage ge bl bloc ock k of no nomi mina nall leng length th up to 2. 2.5 5 mm (0.1 (0.1 in. in.)) sh shal alll no nott exce exceed ed th thee approp app ropria riate te toleran tolerance ce in Tab Table le 3 when when the gag gagee block block is wrung to an auxiliary plate (see para. 8.3.2) with a thickn thickness ess of not less than 11 mm.
7.4.4 7.4 .4 Side Side Face Face Edges. Edges. All edg edges es betwee between n the
Wi With th th thee ga gage ge bl bloc ock k in th thee un unwr wrun ung g st stat ate, e, each each measuring face shall be flat to within 4 m (160 in.).
side faces shall have a radius or chamfer of not more than than 0.3 mm (0.013 (0.013 in.). 6
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GAGE BLOCKS
ASME B89.1.9-2002 e c e n o h n h i t t a r t i n g a i n r e l o r e o f a L T V
v
t
0 0 0 0 5
m 3 3 3 3 3 . . . . . 0 0 0 0 0
2 S A e s h d l m n t a a h r i t i o g y o r n t e 0 5 0 0 0 n F i G t n a g 6 4 6 8 0 m . . . a . . e t m n ± m i i L 0 0 0 0 1 L v t n o e e f o N L o a i D P t
D e h N c e n o t g n h i A 6 6 6 8 8 t a n m 1 1 1 1 1 a r t . . . . . e i r T e r 0 0 0 0 0 l o a L 1 f N o n I T V i S S O A P K e C Y O d s h a l m r n t a h N L G i t i o g y o r n t 0 0 0 0 0 n F i A B t n a g m 3 2 3 4 5 m a . . . . . e n t m i i ± T E 0 0 0 0 0 n o e L v L t i a e f A G o N L D o P H A T G G n C e i I N c e n h R n E T h i 0 0 0 0 2 o t a g L E m 1 1 1 1 1 r t t . . . . . n r e a 0 0 0 0 0 e l o i E M o f r L T V a H T R 0 e F O d a F r O s h l m G n t a h S H t o g y o r n t i i 4 2 4 0 5 T n F i t n a g N 1 1 1 2 2 m . . . a . . e t m n ± m G i i 0 0 0 0 0 O n o e L v L t I i a N L e f o N T E D o P L A I V I N n E e I c e n h D N n h o t 5 5 5 6 7 a O i D I m 0 0 0 0 0 r t t g . . . . . n r e E T a 0 0 0 0 0 e l o i r L T A 0 o f a T T I 0 I V R e M A d R V a r s h l m E n t a h P N G i t i o g y o r n t 0 7 7 0 2 n i F t n g O 1 0 0 1 1 m a e a t m n ± m . . . . . i M i 0 0 0 0 0 n o e L v L t E i a U L e f o N C o D P M I N X A n A R e I E c e n M L K n h 5 5 5 6 6 o h a i O e 0 0 0 0 0 r t t t . . . . . g m r e a a T d 0 0 0 0 0 n l o i r a 4 f e o r a L T G E V L n o B i t s A l m a t r t n h T o a t b i o g y r h v
t
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t
v
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5 0 0 3 4 4 . . . 0 0 0
5 0 0 4 5 5 . . . 0 0 0
0 0 0 6 7 7 . . . 0 0 0
0 0 0 8 9 0 . . . 0 0 1
0 0 0 2 6 0 . . . 1 1 2
0 0 0 4 8 6 . . . 2 2 3
0 0 0 4 0 0 . . . 4 5 6
0 0 0 5 5 0 . . . 6 7 8
0 0 5 2 2 2 . . . 0 0 0
5 5 0 2 2 3 . . . 0 0 0
5 0 5 3 4 4 . . . 0 0 0
0 0 0 5 5 6 . . . 0 0 0
0 0 0 6 8 0 . . . 0 0 1
0 0 0 2 4 8 . . . 1 1 1
0 0 0 2 6 0 . . . 2 2 3
0 0 0 4 8 2 . . . 3 3 4
2 4 6 1 1 1 . . . 0 0 0
6 8 0 1 1 2 . . . 0 0 0
5 5 0 2 2 3 . . . 0 0 0
0 5 0 3 3 4 . . . 0 0 0
0 0 0 3 4 5 . . . 0 0 0
0 0 0 6 7 9 . . . 0 0 0
0 0 0 1 3 5 . . . 1 1 1
0 0 0 7 9 0 . . . 1 1 2
7 8 9 0 0 0 . . . 0 0 0
0 0 2 1 1 1 . . . 0 0 0
4 6 8 1 1 1 . . . 0 0 0
0 0 5 2 2 2 . . . 0 0 0
5 0 5 1 2 2 . . . 0 0 0
0 5 5 3 3 4 . . . 0 0 0
0 5 5 5 6 7 . . . 0 0 0
5 5 0 8 9 0 . . . 0 0 1
7 8 9 0 0 0 . . . 0 0 0
0 0 2 1 1 1 . . . 0 0 0
4 6 8 1 1 1 . . . 0 0 0
0 0 5 2 2 2 . . . 0 0 0
0 0 0 6 8 0 . . . 0 0 1
0 0 0 2 4 8 . . . 1 1 1
0 0 0 2 6 0 . . . 2 2 3
0 0 0 4 8 2 . . . 3 3 4
0 0 0 5 0 0 1 2 1 ≤ ≤ ≤ n n
0 0 0 5 0 0 2 3 4
0 0 0 0 0 0 5 6 7
0 0 0 0 0 0 0 8 9 1
v
t
n i 0 0 0 0 0 i n F i l m t n a g e 3 2 3 4 5 . . . a e t m n ± m . . a i i 0 0 0 0 0 C L v L t n o e i a L e f o N D o P t
e l g a n a n R i h m o t N g n e L
m m n i n l
0 5 0 5 1 2 5 7 ≤ ≤ ≤ ≤ n 5 l n n n . l l l 0 < ≤ 5 < < < . 0 5 0 n 0 1 2 5
l
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Copyright ASME International Provided by IHS under license with ASME
l l
n
l
≤ ≤ ≤ n
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≤ ≤ ≤ n
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≤ ≤ ≤ n
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