ASTM G165-1999(2017) Standard Practice for Determining Rail-to-Earth Resistance《测定铁轨至地面间阻力的标准实施规程》.pdf

上传人:priceawful190 文档编号:540435 上传时间:2018-12-07 格式:PDF 页数:5 大小:187.97KB
下载 相关 举报
ASTM G165-1999(2017) Standard Practice for Determining Rail-to-Earth Resistance《测定铁轨至地面间阻力的标准实施规程》.pdf_第1页
第1页 / 共5页
ASTM G165-1999(2017) Standard Practice for Determining Rail-to-Earth Resistance《测定铁轨至地面间阻力的标准实施规程》.pdf_第2页
第2页 / 共5页
ASTM G165-1999(2017) Standard Practice for Determining Rail-to-Earth Resistance《测定铁轨至地面间阻力的标准实施规程》.pdf_第3页
第3页 / 共5页
ASTM G165-1999(2017) Standard Practice for Determining Rail-to-Earth Resistance《测定铁轨至地面间阻力的标准实施规程》.pdf_第4页
第4页 / 共5页
ASTM G165-1999(2017) Standard Practice for Determining Rail-to-Earth Resistance《测定铁轨至地面间阻力的标准实施规程》.pdf_第5页
第5页 / 共5页
亲,该文档总共5页,全部预览完了,如果喜欢就下载吧!
资源描述

1、Designation: G165 99 (Reapproved 2017)Standard Practice forDetermining Rail-to-Earth Resistance1This standard is issued under the fixed designation G165; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A

2、number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This practice covers the procedures necessary to followfor measuring resistance-to-earth of the running rails which areused as the cond

3、uctors for returning the train operating currentto the substation in electric mass transit systems.1.2 The values stated in SI units are to be regarded as thestandard. The values given in parentheses are for informationonly.1.3 This standard does not purport to address all of thesafety concerns, if

4、any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.1.4 This international standard was developed in accor-dance with internationally recognize

5、d principles on standard-ization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2G15 Terminology Relating

6、to Corrosion and Corrosion Test-ing (Withdrawn 2010)33. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 cross bondinsulated copper cables that connectedbetween adjacent sections of track to ensure electrical conti-nuity between them.3.1.2 direct fixation fastenera device for fast

7、ening runningrails to their support structures.3.1.3 impedance bonda device connected to running railsfor automatic train operations.3.1.4 The terminology used herein, if not specifically de-fined otherwise, shall be in accordance with Terminology G15.Definitions provided herein, and not given in Te

8、rminologyG15, are limited to this practice.4. Significance and Use4.1 Low resistance between the rails and earth could resultin large magnitudes of stray earth currents with the attendantcorrosion damage to underground metallic structures.4.2 These measurements are of a low voltage type and arenot d

9、esigned to evaluate the high voltage dielectric character-istics of the rail insulating elements.4.3 Sections of track with rail-to-earth resistances less thanacceptable minimums must be tested in greater detail todetermine the reason(s) for this condition. Determination of thereason(s) for any low

10、rail-to-earth resistance may require theuse of special testing techniques or special instruments, orboth, beyond the scope of this practice.4.4 The electrical tests call for the use of electric meters thathave varying characteristics depending on cost, manufacture,and generic type. It is assumed tha

11、t any person employing thetest procedures contained herein will know how to determineand apply proper correction factors and that they will havesufficient knowledge to ensure reasonable accuracy in the dataobtained.4.5 This practice does not encompass all possible fieldconditions to obtain rail-to-e

12、arth resistance characteristics. Nogeneral set of test procedures will be applicable to all situa-tions.5. Equipment5.1 Indicating dc; high impedance (minimum ten megohm)voltmeter (two required); multi-scale, capable of reading posi-tive and negative values without removing test leads; andcovering a

13、t least the following full scale ranges:5.1.1 0 to 10 mV,5.1.2 0 to 100 mV,5.1.3 0 to 1 V,5.1.4 0 to 10 V, and5.1.5 0 to 100 V.1This practice is under the jurisdiction of ASTM Committee G01 on Corrosionof Metals and is the direct responsibility of Subcommittee G01.10 on Corrosion inSoils.Current edi

14、tion approved May 1, 2017. Published May 2017. Originallyapproved in 1999. Last previous edition approved in 2012 as G165 99 (2012).DOI: 10.1520/G0165-99R17.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of AS

15、TMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3The last approved version of this historical standard is referenced onwww.astm.org.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis in

16、ternational standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT)

17、Committee.15.1.6 Meters shall be accurate within 1 % of full scale.5.2 Direct current ammeter, multi-scale, covering the fol-lowing full scale ranges:5.2.1 0 to 1 A,5.2.2 0 to 10 A, and5.2.3 0 to 100 A.5.3 Direct current milliammeter, multi-scale, covering thefollowing full scale ranges:5.3.1 0 to 1

18、5 mA,5.3.2 0 to 150 mA, and5.3.3 0 to 1500 mA,5.4 An alternative to the ammeter and milliammeter is amillivolt meter and external shunts covering the listed currentranges. Meters (and shunt combinations if used) shall beaccurate to within 1 % of full scale.5.5 Direct current power source with contro

19、l circuits.Generally, 6 or 12 V automotive type wet cell batteries willsuffice.5.6 Test wires, assorted lengths and sizes, to suit fieldconditions. Wires should have minimum 600 V insulation inperfect condition (no visible cuts or abrasions) and be multi-strand copper conductors for flexibility.5.7

20、Miscellaneous tools as required for making wireconnections, splicing, and so forth.5.8 Vehicle to transport equipment and personnel alongtrack to facilitate testing.6. Visual Inspection6.1 The track section to be tested should be visuallyexamined to ensure the insulating components have beeninstalle

21、d and there is no debris, water, or other conductivematerial in electrical contact with the metallic track compo-nents that could result in the lowering of the effective track-to-earth resistance thus producing incorrect data.7. Electrical Tests7.1 Electrically isolate sections of track (see typical

22、 arrange-ments in Figs. 1 and 2). Length of track section to be tested isdependent upon the locations of rail insulators. Rail insulatorsare found at the ends of turnouts and single and doublecrossovers. The lengths of the track sections will vary withinthe general range of 60 to 2750 m (200 to 9000

23、 ft).7.1.1 Remove cable connections from across rail insulators.7.1.2 Disconnect cross bonds within section of track beingtested and other track.7.1.3 Disconnect power traction substation negative feedercables from track section being tested.NOTE 1Switches within substation can be opened.7.2 Ensure

24、electrical continuity between the rails within theinsulated track section being tested by the use of the existingcables at impedance bonds or by installing temporary wireconnections between the rails.7.3 Track-to-earth resistance measurements will be obtainedas shown on Fig. 3 for main track section

25、s and as shown onFig. 4 for main track sections containing double crossovers.Measurements on track sections containing turnouts and singlecrossovers will be similar to that shown on Fig. 4 with thenumber of test points being determined by the electricalconfiguration of insulating joints and bonding

26、cables.7.4 The track-to-earth resistance measurements for the trackin the train storage yards will require special consideration foreach section to be tested because of the number and location ofinsulating joints resulting from the type of signal system beingused within the yard area and because of

27、the number of crossbonds and other bonding cables used within the yard.7.5 All data shall be recorded.7.6 A sketch showing location of the test and the electricaltest set-up used shall be included.7.7 The number of readings taken to determine an electricalconstant or property must be sufficient to e

28、nsure that randomFIG. 1 Schematic Diagram Typical Mainline Track SectionG165 99 (2017)2FIG. 2 Schematic Diagram Typical Double Crossover Track SectionNOTE 1All cable connections removed for measurements as shown on Fig. 1.NOTE 2Ground resistance to be on the order of 1/100 (or less) of the track-to-

29、earth resistance for the section being tested.FIG. 3 Schematic Diagram Mainline Test ArrangementNOTE 1All cable connections removed for measurements as shown on Fig. 2.NOTE 2Ground resistance to be on the order of 1/100 (or less) of the track-to-earth resistance for the section being tested.FIG. 4 S

30、chematic Diagram Double Crossover Test ArrangementG165 99 (2017)3factors due to human error in reading the instruments andtransient disturbances in the electrical network have negligibleinfluence on final results. A minimum of three readings shouldbe obtained but additional readings may be required

31、dependingupon the exact circumstances of the test. The adequacy of datagenerally can be established by the tester. Once the specifiedminimum number of readings have been obtained, data shouldbe examined to see that removal of neither the highest nor thelowest value will alter the arithmetic average

32、of group by morethan 3 %. If the average is altered by more than 3 %, one morecomplete set of data should be taken and the results combinedwith the first set. If the test of the data still produces a changein the average value greater than 3 %, it may indicate anunstable condition in the system.7.8

33、Measurements Procedure(Fig. 3 for main tracksection, Fig. 4 for crossovers and turnouts).7.8.1 Establish current circuit (I1).7.8.2 Establish rail-to-earth voltage (E1) measuring circuit.7.8.3 Obtain change in (E1) per ampere of test current (I1)(number of readings obtained to be in accordance with

34、7.7).7.8.4 Calculate the effective track-to-earth resistance, R1.1,(ohms) as change in (E1(volts) per ampere of (I1):R1.15delta E1delta I1(1)7.8.4.1 With R1.1expressed in ohms, E1expressed in volts,and I1expressed in amperes.7.8.5 Obtain similar data for:R2.15delta E2delta I1(2)R3.15delta E3delta I1

35、(3)R4.15delta E4delta I1(4)R4A.15delta E4Adelta I1crossovers and turnouts only! (5)7.8.6 Main Track Sections Only:7.8.6.1 Compare R2.1with R1.1. R2.1should be equal to or nomore than 3 % less than R1.1. Greater variation could indicatethe test rail section is not effectively insulated from theadjace

36、nt section.7.8.6.2 Compare R4.1with R1.1. These values should beequal within about 3 %, with R4.1being less than R1.1. Morevariation than about 3 % could be indicative of attenuationresulting from the relationship of the resistance of the rail andthe track-to-earth resistance. A significant variatio

37、n betweenR1.1and R4.1would be expected only in the event thetrack-to-earth resistance was much less than anticipated values.7.8.6.3 Compare R3.1and R4.1. A variation of more thanabout 3 % could indicate that the track section under test is noteffectively insulated from the adjacent section.7.8.7 Cro

38、ssovers and Turnouts OnlyCompare values ob-tained. All values should be within 3 % of each other becauseof the relatively short lengths of track involved. Any variationin the values obtained of greater than 3 % should be evaluated,to determine the reason(s) and what, if any, further action isrequire

39、d.NOTE 2Measurement of change in potentials across the insulatingjoints at all extremities are not required because these measurements willbe obtained during tests on the adjacent track section.7.8.8 Compute the average resistance-to-earth of the testsection for 305 m (1000 ft) of track. The length

40、(L) track mustinclude both main tracks plus crossover. (Thus a doublecrossover on 36 ft to 10 in. track centers would contain in theorder of 366 m (1200 ft) of track.)RT5 R4.1x L305(6)where:RT= average resistance for 305 m (1000 ft)R4.1= track-to-earth resistance, , andL = length of track within sec

41、tion, m.7.8.9 Record data.8. Acceptance Criteria8.1 Direct Fixation Track Construction:8.1.1 The track-to-earth resistance for direct fixation track isgoverned by the electrical resistance associated with the directfixation rail fasteners and the number of fasteners.8.1.2 Under ideal conditions wher

42、e there are no conductivematerials in electrical contact with the metallic rail or fastenercomponents, or both, that contact the minimum electricalresistance through a direct fixation rail fastener is typicallyspecified as 100 megohms (108).8.1.3 Spacing of the direct fixation rail fasteners on main

43、track is typically 762 mm (30 in.). At this spacing there will be800 direct fixation rail fasteners in 305 m (1000 ft) of maintrack.8.1.4 The minimum track-to-earth resistance for 305 m can,therefore, be calculated by assuming each direct fixation railfastener has the minimum specified resistance (R

44、p) and usingthe number (N) of these fasteners in parallel between the railsand earth.RT5RpN100 31068005 1.25 31055 125 000 (7)where:RT= track to earth resistance for 305 m,Rp= resistance of one fastener, andN = number of fasteners in 305 m of track.8.1.4.1 It is anticipated the actual resistances wi

45、ll be lessthan their specified minimum under actual installed conditions.Acceptance criteria will, therefore, have to be based on anengineering evaluation of what can reasonably be anticipated.8.1.5 Any type of track that is constructed with dielectricisolators may be evaluated in a similar manner a

46、s describedabove with adjustment for the expected electrical resistance ofthe fastener.8.2 Wooden Tie Track Constructions:8.2.1 The track-to-earth resistances for wooden tie construc-tion depends on several factors, the major ones being theresistivity of the wooden ties, the drainage characteristics

47、 ofthe road bed, and the spacing of the ties.8.2.2 The resistivity of the wooden ties depends on themoisture content of the wood. At low moisture content (lessG165 99 (2017)4than 10 %) the wood is a moderately good insulator, butdecreases rapidly in effectiveness as the moisture content rises.8.2.3

48、The condition of the ballast and the road bed ingeneral to provide good water drainage and prevent theaccumulation of dirt, debris, and other materials that canprovide an electrically conductive path between the rails andground.8.2.4 The spacing between ties is typically 686 mm (27 in.)on the main t

49、rack and 762 mm (30 in.) on yard and secondarytrack.8.2.5 The acceptable criteria for track-to-earth resistancesmust be based on an engineering evaluation of what isreasonable for the specified construction and an evaluation ofwhat can be expected in magnitudes of stray earth currentsunder these conditions.8.3 Wooden Tie and Direct Fixation Construction in OneTest Section:8.3.1 The track-to-earth resistance for each type of construc-tion within the test section can be calculated from the length oftrack of each type. These resistances can then be combined

展开阅读全文
相关资源
猜你喜欢
相关搜索

当前位置:首页 > 标准规范 > 国际标准 > ASTM

copyright@ 2008-2019 麦多课文库(www.mydoc123.com)网站版权所有
备案/许可证编号:苏ICP备17064731号-1