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1、Square and Hex Nuts (Inch Series) ASMEIANSI B1 8.2.2-1 987 REAFFIRMED 1993 FOR CURRENT COMMITIEE PERSONNEL PLEASE SEE ASME MANUAL AS-1 1 SPONSORED AND PUBLISHED BY T H E A M E R I C A N S O C I - E T Y O F M E C H A N I C A L E N G I N E E R S United Engineering Center 345 East 47th Street New York,
2、 N. Y. 1 O0 17 Copyright ASME International Provided by IHS under license with ASME Not for ResaleNo reproduction or networking permitted without license from IHS -,- Date of Issuance: August 15,1987 This Standard will be revised when the Society approves the issuance o f a new edition. There will b
3、e no addenda or written interpretations of the requirements o f this Standard issued to this edition. This code or standard was developed under procedures accredited as meeting the criteria for American National Standards. The Consensus Committee that approved the code or standard was balanced to as
4、sure that individuals from competent and concerned interests have had an opportunity to participate. The proposed code or standard was made available for pub!ic review and comment which provides an opportunity for additional public input from industry, academia, regulatory agencies, and the public-a
5、t-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 any items mentioned in this document, and does not undertake to insure anyone
6、utilizing a standard against liability for infringement of any applicable Letters Patent, nor assume any such liability. Users of a code or standard are expressly advised that determination of the validity of any such patent rights, and the risk of infringement of such rights, is entirely their own
7、responsibility. Participation by federal agency representativekd or personk) affiliated with industry is not to be interpreted as government or industry endorsement of this code or standard. ASME accepts responsibility for only those interpretations issued in accordance with governing ASME procedure
8、s and policies which preclude the issuance of interpretations by individual volunteers. 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 publisher. Copyright 1987 by THE AMERICAN SOCIETY OF MECHANICAL
9、ENGINEERS All Rights Reserved Printed in U.S.A. Copyright ASME International Provided by IHS under license with ASME Not for ResaleNo reproduction or networking permitted without license from IHS -,- STD*ASME B18.2-2-ENGL L987 0759b70 Ob119707 215 m FOREWORD (This Foreword is not part of ASME/ANSI B
10、18.2.2-1987.) American National Standards Committee B18 for the standardization of bolts, screws, nuts, rivets, and similar fasteners was organized in March 1922 as Sectional Committee BI 8 under the aegis of the American Engineering Standards Committee (later the American Standards Association, the
11、n the United States of America Standards Institute and, as of October 6,1969, the American National Standards Institute, Inc.) with the Society of Auto- motive Engineers and the American Society of Mechanical Engineers as joint sponsors. Subcommittee 2 was subsequently established and charged with t
12、he responsibility for tech- nical content of standards covering wrench head bolts and nuts. Subcommittee 2, after appraisal of the requirements of industry, developed a proposed standard series of bolt head and nut dimensions. This proposal was finally approved and designated a Tentative American St
13、andard in February 1927. A first revision of the document was designated as an American Standard in March 1933 and was followed by a second revision which was granted approval as an American Stan- dard in January 1941. Following reorganization of the B18 Committee in 1947, Subcommittee 2 was asked t
14、o expand the standard on head proportions into a complete product standard. A proposal covering square and hexagon head bolts and nuts, hexagon head cap screws, and automo- tive hexagon head bolts was prepared and submitted to the B18 Committee in April 1950. While this draft was under consideration
15、, the B18 Committee received a proposal from the British Standards Institution for Unification of dimensions on products incorporating uni- fied screw threads. The Committee welcomed the opportunity of discussing the proposals and an American-British-Canadian Conference was held in New York on June
16、1 and 2, 1950. It was agreed in the conference that the essentials of unification could be accomplished by selection of mutually satisfactory across-the-flats dimensions, since this would permit the use of the same wrenches and because other features would rarely affect interchangeability. After due
17、 consideration, suitable existing across-the-flats dimensions were selected for the hexagon products affected. In its meeting of October 13,1950, Subcommittee 2 agreed to incorporate in the proposed standard the conference recommendations on y 4 in. hexagon head bolts, 7 8 in. hexagon head cap screw
18、s and automotive hexagon head bolts, YI6 in. and y 8 in. regular hexagon and square nuts, and 1/16 in. light and regular hexagon and square nuts. At a subsequent meeting of Subcommittee 2, further changes were adopted in order to combine the light and regular series of nuts, and to combine the autom
19、otive hexagon head bolt, hexagon head cap screw, and regular hexagon head close tolerance bolt. In view of the prgress made in the United States and the urgency of standardization for mutual defense, the British Standards Institution sponsored a second Conference in Lon- don in April 1951 to complet
20、e the unification of certain hexagon bolts and nuts. At a meeting on June 8, 1951, Subcommittee 2 reaffirmed its acceptance of the unified di- mensions which correspond with those in the March 1951 draft, but attempted to select bet- ter nomenclature for the unified products. A final draft incorpora
21、ting the nomenclature iii Copyright ASME International Provided by IHS under license with ASME Not for ResaleNo reproduction or networking permitted without license from IHS -,- “Finished Hexagon Bolts and Nuts” and containing numerous editorial changes was sub- mitted for letter ballot in September
22、 1951. Following approval by the B18 committee and the sponsors, the proposal was presented to the American Standards Association for ap- proval and designation as an American Standard. This was granted on March 24, 1952. It being recognized that the standard was in need of additional refinements, S
23、ubcommit- tee 2 began work immediately to eliminate these shortcomings. A proposed revision remov- ing inconsistencies with respect to fillets, improving the length tolerances on heavy hexagon bolts, and incorporating numerous other corrections and clarifications of an editorial nat- ure, resulted.
24、The most noteworthy editorial change was a decision to combine the coverage for hexagon cap screws and square head set screws from the B18.2 standard with the cover- age for slotted head cap screws and slotted headless set screws from the B18.6 standard for publication in a separate document. The re
25、quirements for the unified hexagon cap screws and finished hexagon bolts being identical in the overlapping sizes, the data would now be available in two publications. Following approvals by the B18 Committee and sponsor or- ganizations, the proposal was submitted to the American Standards Associati
26、on and de- clared an American Standard on February 2, 1955. A revision of this document comprised of numerous editorial corrections and inclusion of an appendix for grade markings was duly approved and designated an American Stan- dard on April 18, 1960. At a meeting in February 1960, Subcommittee 2
27、 approved a recommendation to reduce the head heights for heavy, heavy semi-finished, and heavy finished hexagon bolts which was subsequently approved by letter ballot of the B18 Committee on August 16, 1960. A proposed standard for heavy hexagon structural bolts submitted and accepted by Subcom- mi
28、ttee 2 at its October 17, 1960 meeting was approved by letter ballot of the B18 Committee on May 9, 1961, To meet the urgent needs of the steel construction industry it was consid- ered necessary to publish the standard for the structural bolts immediately. Consequently, Appendix IV to ASA B18.2-196
29、0 containing coverage for the revised heavy hexagon bolts and the new heavy hexagon structural bolts was released in 1962. In October of. 1961, Subcommittee 2 appointed a subgroup to review all product stan- dards for square and hexagon bolts, screws, and nuts, and to recommend simplifications which
30、 would be compatible with technical, production, and distribution advances that had occurred over the prior several years. The subgroup presented its recommendations at a meeting of Subcommittee 2 in October of 1962. It being agreed that the internally and exter- nally threaded products should be pu
31、blished in separate documents as suggested, draft pro- posals for each were completed. The proposed revision for square and hex nuts incorporated the following subgroup rec- ommendations: discontinuation of regular semi-finished nuts; elimination of regular hexa- gon and heavy hexagon nuts in sizes
32、! 4 in. through 1 in.; elimination of finished hexagon nuts in sizes larger than 1 /z in.; elimination of the washer face semi-finished style on fin- ished series nuts in sizes % in. and smaller and heavy series nuts in sizes 7/16 in. and smaller; removal of machine screw nuts (these nuts now contai
33、ned in B18.6.3); and adoption of an abbreviated product nomenclature. Letter ballot of this proposal to the B18 Committee re- sulted in approval. Following acceptance by the sponsor organizations the revision was sub- mitted to the American Standards Association and designated ASA B1 8.2.2 on Septem
34、ber 8, 1965. Subcommittee 2 continued to further develop refinements initiated by the simplification subgroup and study changes suggested by consumer interests. This work culminated in Sub- committee acceptance of a 1970 proposal incorporating, in addition to numerous editorial changes, revisions to
35、 the requirements on angularity of bearing face and countersink diame- ters for the various hex nuts and heavy hex nuts, and inclusion of an appendix covering the gaging of slots in slotted nuts. The proposed revision, after approval by letter ballot of the B18 Committee in March 1970, was subsequen
36、tly approved by the sponsors and submitted iv Copyright ASME International Provided by IHS under license with ASME Not for ResaleNo reproduction or networking permitted without license from IHS -,- to the American National Standards Institute for designation as an American National Standard. This wa
37、s granted on January 18, 1972. A proposed revision of the standard agreed upon by Subcommittee 2 incorporated a pro- vision to enable consumers to specify heavy hex nuts and heavy hex jam nuts with close bearing face angularity, when required; clarified intent with regard to width across flats on nu
38、ts produced from bar stock; deleted coverage for hex castle nuts from the appendices; and included numerous editorial refinements. This proposal was formally approved by let- ter ballot of the subcommittee and the B18 Committee. Following its acceptance by the sponsor organizations the revision was
39、referred to the American National Standards Insti- tute and granted recognition as an American National Standard on February 27, 1987. V Copyright ASME International Provided by IHS under license with ASME Not for ResaleNo reproduction or networking permitted without license from IHS -,- ASME STANDA
40、RDS COMMITTEE B18 Standardization of Bolts, Nuts, Rivets, Screws, Washers, and Similar Fasteners (The following is the roster of the Committee at the time of approval of this Standard.) OFFICERS J. B. Levy, Chairman H. W. Ellison, Vice Chairman E . Schwartz, Vice Chairman R. W. McGinnis, Secretary C
41、OMMITTEE PERSONNEL AMERICAN SOCIETY OF AGRICULTURAL ENGINEERS E. R. Friesth, Don E. Williams Co., Rock Island. Illinois AMERICAN SOCIETY OF MECHANICAL ENGINEERS A. R. Machell, Webster, New York K. E. McCullough, SPS Technologies Inc., Jenkintown, Pennsylvania ENGINE MANUFACTURERS ASSOCIATION G. A. R
42、uss, Cummins Engine Co., Columbus, Indiana FARM threads per inch; product name; material (including specification, where necessary); protective finish, if required. EXAMPLES: V z - 13 Square Nut, Steel, Zinc Plated 314 - 16 Hex Nut, SAE J995 Grade 5, Steel 1 . O 0 0 - 8 Hex Thick Slotted Nut, ASTM F
43、594 (Alloy Group 1) Corrosion Resistant Steel 2 Copyright ASME International Provided by IHS under license with ASME Not for ResaleNo reproduction or networking permitted without license from IHS -,- SQUARE AND HEX NUTS (INCH SERIES) F G 1 V Nominal Size or Basic Major Diarn. of Thread 0.2500 511 fi
44、 0.31 25 318 0.3750 711 6 0.4375 h 0.5000 3/4 0.7500 =la 0.6250 718 0.8750 1 1 .o000 1 Is 1.1250 1 Ys 1.3750 1 h l . 5000 1 1.2500 See Note r1 25 deg. approx. 25 deg. approx Optional TABLE 1 DIMENSIONS OF SQUARE NUTS F Width Across Flats Basic Min. Max. 711 fi 0.625 H 0.547 0.562 911 fi 0.425 0.438
45、0.728 0.750 % 0.606 1 311 6 0.812 0.788 1 1 .o00 0.969 1 Is 1.269 1.312 15/16 1 .O88 1.125 1 112 1.500 1.450 l V 1 6 1.688 1.631 1 7 1 1.875 1.812 21/16 2.062 1.994 2% 2.175 2.250 1 ASME/ANSI 618.2.2-1987 G Width Across Corners Max. 0.619 0.795 0.884 1 .O61 1.149 1.414 1.591 1.856 2.121 2.386 2.652
46、2.917 3.182 Min. 0.554 0.721 0.802 0.970 1 .O52 1.300 1.464 1.712 1.961 2.209 2.458 2.708 2.956 H Basic Thickness Max. Min. 0.235 0.203 0.283 0.310 0.346 0.249 0.356 0.394 0.458 0.418 0.569 0.525 0.680 0.632 0.792 0.740 0.903 0.847 1 .O30 0.970 1.126 1 .O62 1.237 1.169 1.348 1.276 (For additional re
47、quirements refer to Notes on p. 4 and General Data on pp. 1 and 2.) 3 Copyright ASME International Provided by IHS under license with ASME Not for ResaleNo reproduction or networking permitted without license from IHS -,- ASME/ANSI 818.2.2-1987 TABLE 1 (CONTD) GENERAL NOTES: SQUARE AND HEX NUTS (INC
48、H SERIES) Unification. Bolt type indicates products unified dimensionally with British and Cana- dian standards. Tops of Nuts. Tops of nuts shall be flat and chamfered or washer crowned. Diameter of the chamfer circle shall be equal to the maximum width across flats within a toler- ance of - 15%. Th
49、e surface of the chamfer may be slightly convex or rounded. Bearing Surface. Bearing surface shall be perpendicular to the axis of the threaded hole within a tolerance of 3 deg. for 1 in. nominal size nuts or smaller, and 2 deg. for nuts larger than 1 in. True Position of Tapped Hole. The axis of tapped hole shall be located at true position . with respect to the axis of nut body within a tolerance zone having a diameter equiva- lent to 10% of t