ISO 10431-1993 Petroleum and natural gas industries pumping units specification《石油和天然气工业 抽油机 规范》.pdf

1、INTERNATIONAL STANDARD ISO 10431 First edition 1993-12-15 Petroleum and natura1 gas industries - Pumping units - Specification Industries du petrole et du gaz na turel - Unitbs de pompage - Spkifica tions Reference number ISO 10431: 1993(E) ISO 10431:1993(E) Foreword ISO (the International Organizat

2、ion for Standardization) is a worldwide federation of national Standards bodies (ISO member bodies). The work of preparing International Standards is normally carried out through ISO technical committees. Esch member body interested in a subject for which a technical committee has been established h

3、as the right to be re- presented on that committee. International organizations, governmental and non-governmental, in liaison with ISO, also take part in the work. ISO collaborates closely with the International Electrotechnical Commission (IEC) on all matters of electrotechnical standardization. D

4、raft International Standards adopted by the technical committees are circulated to the member bodies for voting. Publication as an International Standard requires approval by at least 75 % of the member bodies casting a vote. International Standard ISO 10431 was prepared by the American Petro- leum

5、Institute (API) (as Spec 11 E, 16th edition) and was adopted, under a special “fast-track procedure”, by Technical Committee ISO/TC 67, Ma- terials, equipment and offshore structures for Petroleum and natura1 gas industries, in parallel with its approval by the ISO member bodies. 0 ISO 1993 All righ

6、ts reserved. Unless otherwise specified, no part of this publication may be reproduced or utilized in any form or by any means, electronie or mechanical, including photocopyrng and microfilm, without Permission in writing from the publisher. International Organization for Standardization Case Postal

7、e 56 l CH-l 211 Geneve 20 l Switzerland Printed in Switzerland 42 ISO ISO 10431:1993(E) Introduction International Standard ISO 10431:1993 reproduces the content of API Spec 11 E, 16th edition, 1989 and its Supplement 1 (July 1, 1991). ISO, in endorsing this API document, recognizes that in certain

8、respects the latter does not comply with all current ISO rules on the presentation and content of an International Standard. Therefore, the relevant technical body, within lSO/TC 67, will review ISO 10431:1993 and reissue it, when practicable, in a form complying with these rules. This Standard is n

9、ot intended to obviate the need for Sound engineering judgement as to when and where this Standard should be utilized and users of this Standard should be aware that additional or differing require- ments may be needed to meet the needs for the particular Service in- tended. Standards referenced her

10、ein may be replaced by other international or national Standards that tan be shown to meet or exceed the requirements of the referenced Standards. Appendix G to this document shall not be considered as requirements. . . . Ill This page intentionally lef? blank INTERNATIONAL STANDARD 0 ISO ISO 10431:

11、1993(E). Petroleum and natura1 gas industries - Pumping units - Specification 1 Scope This International Standard lays down specification covering the design and rating of pumping units. 2 Requirements Requirements are specified in: “API Specification 11 E (Spec 11 E), Sixteenth Edition, October 1,

12、1989 - Specification for Pumping Units”, which is adopted as ISO 10431. For the purposes of internationl standardization, however, modifications shall apply to specific clauses and para- graphs of publication API Spec 11 E. These modifications are outlined below. Throughout publication API Spec 11 E

13、 the conversion of English units shall be made in accordance with ISO 31, Parts 1 and 3. In particular, LENGTH 1 inch (in) = 25,4 mm (exactly) 1 foot (ft) = 304,8 mm (exactly) MASS 1 pound (Ib) = 0,453 59237 kg (exactly) PRESSURE 1 pound-forte per Square inch (Ibf/in*) = 6894,76 Pa VOLUME AREA VELO

14、CITY TORQUE Page 11 or 1 psi 1 cubic inch (in3) 1 Square inch (in*) 1 foot per second (ft/s) 1 inch pound-forte (inlbf) Information given in the POLICY is relevant to the API Page 64 Appendix G Information relating to the use of API monogram is rel = 16,387 064.1 O-3 dm3 (exactly) = 645,16 mm* (exac

15、tly) = 0,3048 m/s (exactly) - = 0,112985 N*m publication only. evant to the API publication only. ISO 10431:1993(E) (Blank Page) ISO 10431:1993(E). Specification for Pumping Units API SPECIFICATION IIE (SPEC IIE) SIXTEENTH EDITION, OCTOBER 1, 1989 American Petroleum Institute 1220 L Street, Northwes

16、t Washington, DC 20005 rT ISO 10431:1993(E) ISO 10431:1993(E) Supplement 1 (July 1, 1991) Specification for Pumping Units API SPECIFICATION IIE (SPEC IIE) SIXTEENTH EDITION, OCTOBER 1, 1989 American Petroleum Institute 1220 L Street, Northwest Washington, DC 20005 ISO 10431:1993(E) Issued by AMERICA

17、N PETROLEUM INSTITUTE Production Department FOR INFORMATION CONCERNING TECHNICAL CONTENT OF THIS PUBLICATION CONTACT THE API PRODUCTION DEPARTMENT, 1201 MAIN STREET, SUITE 2535, DALLAS, TX 75202-3904 - (214) 748-3841. SEE BACK COVER FOR INFORMATION CONCERNING HOW TO OBTAIN ADDITIONAL COPIES OF THIS

18、PUBLICATION. Users of this publication should become completely familiar with its scope and content, including any provisions it may have regarding marking of manufactured products. This document is intended to Supplement rather than replace individual engineering judgment. OFFICIAL PUBLICATION REG.

19、 U.S. PATENT OFFICE Copyright 1991 American Petroleum Institute ISO 10431:1993(E) Foreword This supplement contains revisions authorized at the 1990 Standardization Conference as reported in Circ PS-1920 and approved by letter ballot. Page 5. Replace Par. 2.4 and Fig. 2.1 with the following: 2.4 Wal

20、king Bearm The following formula shall be used for rating conventional walking beams as shown in Fig. 2.1. w= febSx A Wherein: W = walking-beam rating in pounds of polished- rod load. f cb = compressive stress in bending in pounds per Square inch. See Table 2.1 for maximum allowable stress. s, = sec

21、tion modulus in cubic inches. The gross section of the rolled beam may be used except that holes or welds are not permissi- ble on the tension flange in the critical Zone. See Fig. 2.1. A= distance from centerline of saddle bearing to centerline of well in inches. See Fig. 2.1. C= distance from cent

22、erline of saddle bearing to centerline of equalizer bearing in inches. See Fig. 2.1. Page 6. Replace the equation in Column 4, Row 2 of Table 2.1 with: * JiyE-7 SJ Delete all the nomenclature at the end of Table 2.1 and replace it with: * Where: J= Torsional constant, in4 l= Longest laterally, unbra

23、ced length of beam, inches (longer of A or C (See Fig. 2.1). E =Modulus of elasticity; 29,000,OOO psi. 1, =Weak axis moment of inertia, in4. G =Shear modulus; 11,200,OOO psi. b CRITICAL ZONE IN TENSION FLANGE FIG. 2.1 WALKING-BEAM ELEMENTS ISO 10431:1993(E) Order No. 811-05201 Additional copies avai

24、lable from AMERICAN PETROLEUM INSTITUTE Publications and Distribution Section 1220 L Street, NW Washington, DC 20005 (202) 682-8375 8 ISO 10431:1993(E) Issued by AMERICAN PETROLEUM INSTITUTE Production Department FOR INFORMATION CONCERNING TECHNICAL CONTENTS OF THIS PUBLICATION CONTACT THE API PRODU

25、CTION DEPARTMENT, 1201 MAIN STREET, SUITE 2535, DALLAS, TX 75202-3904 - (214) 748-3841. SEE BACK COVER FOR INFORMATION CONCERNING HOW TO OBTAIN ADDITIONAL COPIES OF THIS PUBLICATION. Users of this publication should become completely familiar with its scope and content, including any provisions it m

26、ay have regarding marking of manufactured products. This document is intended to Supplement rather than replace individual engineering judgment. OFFICIAL PUBLICATION REG. U.S. PATENT OFFICE Copyright Q 1989 American Petroleum Institute ISO 10431:1993(E) 2 American Petroleum Institute TABLE OF CONTEN

27、TS Page Policy . . . . . . . . . . . . . . . . . . . . . . . . . ge.o. 3 Foreword.=. 4 Sect.1: Scope. . 4 Sect. 2: Pumping-Unit Structures . 5 Se however, allowable working Stresses of other structural components for a given pol- ished rod capacity are defined. Other design criteria such as bearing

28、design, braking capacity, etc., are also established. 2.3 Standard Pumping-Unit Series. It is recom- mended that pumping units furnished to this specifica- tion adhere to the gear reducer rating, structure capac- ity, and stroke length as given in Table 2.2, although the combinations of these items

29、that make up the pumping unit designation need not be identical to those in the table. The particular combinations in the table are typical but combinations other than those listed are acceptable under this Standard. -?- d NOTE: It is the spirit and intent of above provision, that any manufactuzer h

30、aving au- thomty to use the API monogram on pumping- unit structures, may not aepresent a structure camying the monogram w for which the letters API OT the words “Ametican Petroleum Insti- tute” are used in its description as having a rating of any kind or size other thun yurovided above. This appli

31、es to sales information as weil as to stnecture markings. 2.4 Walking Beam. The following formula shall be used for rating conventional walking beams as shown in Fig. 2.1. fcbS Wz- L Wherein: W = walking-beam rating in pounds of polished- rod load. L = greater of lf or 1, f& = compressive stress in

32、bending in pounds per Square inch. See Table 2.1 for maximum allowable stress. S= section modulus in cubic inches. The gross section of the rolled beam may be used except that holes or welds are not permissi- ble on the tension flange in the critical Zone. See Fig. 2.1. lf = distance from centerline of saddle bearing to centerline of well in inches. See Fig. 2.1. 1, = distance from centerline of saddle bearing to centerline of equalizer bearing in inches. See I Fig. 2.1. CRITICAL ZONE TENSION FLAN I FIG. 2.1 WALKINGBEAM ELEMENTS 13