ASTM C505M-2011 Standard Specification for Nonreinforced Concrete Irrigation Pipe With Rubber Gasket Joints (Metric)《带橡胶垫接头无钢筋混凝土灌溉管的标准规格(米制)》.pdf

《ASTM C505M-2011 Standard Specification for Nonreinforced Concrete Irrigation Pipe With Rubber Gasket Joints (Metric)《带橡胶垫接头无钢筋混凝土灌溉管的标准规格(米制)》.pdf》由会员分享，可在线阅读，更多相关《ASTM C505M-2011 Standard Specification for Nonreinforced Concrete Irrigation Pipe With Rubber Gasket Joints (Metric)《带橡胶垫接头无钢筋混凝土灌溉管的标准规格(米制)》.pdf（5页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C505M 11Standard Specification forNonreinforced Concrete Irrigation Pipe With Rubber GasketJoints (Metric)1This standard is issued under the fixed designation C505M; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the

2、year of last revision. A 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 specification covers nonreinforced concrete pipewith rubber gasket joints to be used for the conveyance o

3、firrigation water with working pressures, including hydraulictransients, as shown in Table 1.1.2 This specification is the SI counterpart of SpecificationC505.NOTE 1This specification is for manufacturing and purchase only anddoes not include requirements for bedding, backfill, installation, or fiel

4、drepairs. The owner is cautioned that he must correlate field conditions withthe characteristics of the pipe specified and provide inspection duringinstallation.2. Referenced Documents2.1 ASTM Standards:2C33 Specification for Concrete AggregatesC150 Specification for Portland CementC497M Test Method

5、s for Concrete Pipe, Manhole Sections,or Tile MetricC595 Specification for Blended Hydraulic CementsC618 Specification for Coal Fly Ash and Raw or CalcinedNatural Pozzolan for Use in ConcreteC822 Terminology Relating to Concrete Pipe and RelatedProductsC989 Specification for Slag Cement for Use in C

6、oncreteand MortarsC1116 Specification for Fiber-Reinforced Concrete andShotcreteD395 Test Methods for Rubber PropertyCompression SetD412 Test Methods for Vulcanized Rubber and Thermo-plastic ElastomersTensionD471 Test Method for Rubber PropertyEffect of LiquidsD573 Test Method for RubberDeterioratio

7、n in an AirOvenD1149 Test Methods for Rubber DeteriorationCrackingin an Ozone Controlled EnvironmentD1415 Test Method for Rubber PropertyInternationalHardnessD2240 Test Method for Rubber PropertyDurometerHardness3. Terminology3.1 DefinitionsFor definitions of terms relating to con-crete pipe, see Te

8、rminology C822.4. Classification4.1 Pipe manufactured in accordance with this specificationshall be known as “Standard Nonreinforced Concrete IrrigationPipe with Rubber Gasket Joints.”5. Basis of Acceptance5.1 The acceptability of the pipe, joint design, and gasketsshall be determined by the results

9、 of the tests prescribed in thisspecification, if and when required, and by inspection to1This specification is under the jurisdiction of ASTM Committee C13 onConcrete Pipe and is the direct responsibility of Subcommittee C13.01 onNon-Reinforced Concrete Sewer, Drain and Irrigation Pipe.Current edit

10、ion approved Sept. 1, 2011. Published October 2011. Originallyapproved in 1980. Last previous edition approved in 2005 as C505M 05a. DOI:10.1520/C0505M-11.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTM

11、Standards volume information, refer to the standards Document Summary page onthe ASTM website.TABLE 1 Standard Dimensions, Working Pressures, and TestRequirementsDesignatedInternalDiameter, mmWallThickness,AmmWorkingPressure,BmRequiredHydrostatic TestPressure,CkPaMinimum Three-Edge-BearingLoad, kN/l

12、inearmetre150 19 9 275 19.0200 25 9 275 19.5250 32 9 275 20.5300 38 9 275 22.0375 47 9 275 24.0450 57 9 275 26.5525 66 9 275 27.5600 75 9 275 29.0AThinner walls are not prohibited on pipe units not over 1.22 m in length but thethickness of such walls should be not less than the internal diameter div

13、ided by 10.BWith the exception of 525 and 600-mm pipe, higher working pressures are notprohibited to be used up to a maximum of 15 m for 150 through 300-mm diametersand 12 m for 375 through 450-mm diameters. In these cases the strength of thepipe shall be increased to give minimum internal hydrostat

14、ic test pressures of atleast three times the design working pressure when tested as specified in 10.4.CFor hydrostatic test requirements, refer to 10.4.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.determine whether the pipe and ga

15、skets conform to thespecification as to design and freedom from defects.6. Materials and Manufacture6.1 ConcreteThe concrete shall consist of cementitiousmaterials, mineral aggregates, and water.6.2 Cementitious Materials:6.2.1 CementCement shall conform to the requirementsfor portland cement of Spe

16、cification C150 or shall be portlandblast-furnace slag cement, or slag-modified portland cement, orportland-pozzolan cement conforming to the requirements ofSpecification C595, except that the pozzolan constituent in theType IP portland pozzolan cement shall be fly ash.6.2.2 Fly AshFly ash shall con

17、form to the requirements ofClass F or Class C of Specification C618.6.2.3 Ground Granulated Blast Furnace Slag (GGBFS)GGBFS shall conform to the requirements of Grade 100 or 120of Specification C989.6.2.4 Allowable Combinations of Cementitious MaterialsThe combination of cementitious materials used

18、in the concreteshall be one of the following:6.2.4.1 Portland cement only,6.2.4.2 Portland blast furnace slag cement only,6.2.4.3 Slag modified portland cement only,6.2.4.4 Portland pozzolan cement only,6.2.4.5 A combination of portland cement and fly ash,6.2.4.6 A combination of portland cement and

19、 groundgranulated blast-furnace slag, or6.2.4.7 A combination of portland cement, fly ash (not toexceed 25 % of the total cementitious weight) and groundgranulated blast furnace slag (not to exceed 25 % of the totalcementitious weight).6.3 AggregatesAggregates shall conform to SpecificationC33, exce

20、pt that the requirements for gradation shall not apply.6.4 Admixtures and BlendsOwner is not prohibited fromobtaining the record of mix design used.6.5 Gaskets:6.5.1 CompositionThe rubber compound used in themanufacture of the gasket shall be compounded from naturalrubber, synthetic rubber, or a mix

21、ture of the two fabricated asprescribed in 6.5.2 to 6.5.6, inclusive.6.5.2 FabricationGaskets shall be extruded or moldedand cured in such a manner that they will be dense andhomogeneous at any cross section, and have uniform dimen-sions. They shall be free from porosity, blisters, pitting, andother

22、 defects, which will affect their serviceability.6.5.3 TolerancesCommercial tolerances A3-F3, T.032 formolded gaskets, and A3-F3 for extruded gaskets in accordancewith the Rubber Handbook3shall be permitted. The tolerancesin gasket and joint dimensions shall be such as not to exceedpermissible defor

23、mations prescribed in Section 8.6.5.4 Physical Properties of GasketsThe rubber fromwhich the gaskets are fabricated shall have the followingphysical properties:Ultimate elongation at break, min, % 350Ultimate elongation at break after aging, min, % ofelongation before aging80Hardness, International

24、Rubber Hardness Degreesor DurometerA40 to 60Compression set, max, % 25Water absorption, % 10Ozone resistance nocracksin ac-cor-dancewithMethodD1149AAllowable variation 65 from manufacturers specified hardness.6.5.4.1 Testing shall be in accordance with Section 9.6.5.5 Strength of SpliceIf a splice i

25、s used in the manufac-ture of the gasket, the strength shall be such that the gasketshall withstand 100 % elongation over the part of the gasketthat includes the splice with no visible separation of the splice.While in the stretched position, the gasket shall be rotated inthe spliced area a minimum

26、of 180 in each direction in orderto inspect for separation. Any portion of the splice shall becapable of passing a bend test without visible separation. Thebend test for circular gaskets is defined as wrapping the portionof the unstretched gasket containing the splice a minimum of180 and a maximum o

27、f 270 around a rod of a diameter equalto the cross section diameter of the gasket.6.5.6 StorageThe gaskets shall be stored in a cool, clean,and shaded place, preferably at 21C or less and in no caseshall the gaskets be exposed to the direct rays of the sun formore than 72 h.6.6 Synthetic FibersColla

28、ted fibrillated virgin polypro-pylene fibers are not prohibited in concrete pipe as a nonstruc-tural manufacturing material. Only Type III synthetic fibersdesigned and manufactured specifically for use in concrete andconforming to the requirements of Specification C1116 shall beaccepted.7. Design7.1

29、 Design TablesThe standard dimensions shall be asgiven in Table 1. Wall thicknesses furnished shall be not lessthan those given in Table 1, except as affected by the tolerancespecified in Section 12.7.2 Modified DesignManufacturers shall submit to theowner for approval prior to manufacture, wall thi

30、cknessesother than those shown in Table 1. Such pipe shall meet all ofthe test and performance requirements specified by the ownerin accordance with 5.1.8. Joints8.1 Pipe units shall be manufactured with male- and female-type joints of such design that the rubber gasket applied theretoshall be the s

31、ole element depended upon to make the jointsflexible and watertight.8.2 The slope on the conic surfaces of the gasket seat on theinside of the female portion and on the outside of the maleportion shall be not more than 3.5 measured from a longitu-dinal trace on the inside surface of the pipe. The fe

32、male or themale portions, or both, shall form a proper gasket positioningarea or “seat.” The joint design shall be such that, when thejoint has been fully closed and is off center sufficiently to cause3Available from the Rubber Manufacturers Assn., Inc., 1400 K St., NW, suite900, Washington DC, 2000

33、5.C505M 112the outer concrete surface of the male portion and the innerconcrete surface of the female portion to come into contact atsome place in the joint periphery, the deformation of the gasketadjacent to that point shall not exceed 50 % of the stretcheddiameter for O-ring gaskets, or 75 % of th

34、e uncompressedradial thickness for all other types. At the diametricallyopposite side, the gasket deformation shall be not less than15 % of the stretched diameter for O-ring gaskets, or 25 % ofthe uncompressed radial thickness for all other types. O-ringgaskets are defined as solid gaskets of circul

35、ar cross section.Stretched gasket diameters shall be calculated as being=1/1 1 x! times the original gasket diameter where x equalsthe percent of gasket stretch divided by 100.8.3 The joint design shall provide for the deflection of eachpipe unit by opening one side of the outside perimeter of thejo

36、int, wider than the fully closed position, a distance no lessthan 13 mm or 25 % of the wall thickness, whichever is less,without reducing its watertightness.8.4 The joint shall be of such design that it will withstand,without cracking or fracturing, the forces caused by thecompression of the gasket,

37、 and the required hydrostatic testpressure.8.5 All surfaces of the joint upon or against which thegasket bear shall be smooth, free of spall, cracks, or fractures,and imperfections that would adversely affect performance.8.6 Alternative Joint DesignsIf permitted by the owner,manufacturers shall subm

38、it to the owner, detailed designs forjoints and gaskets other than those described in 8.2, 8.3, 8.4,and 8.5. Design submissions shall include joint geometrytolerances, gasket characteristics, proposed plant tests, gasketsplice bend tests, and such other information as required by theowner to evaluat

39、e the joint design for field performance. Jointsand gaskets of alternative joint designs shall meet all testrequirements of this specification unless waived by the owner.Alternative joint designs shall be acceptable provided thedesigns are approved by the owner prior to manufacture andprovided the t

40、est pipe comply with the specified test.9. Concrete Mixture9.1 The aggregates shall be sized, graded, proportioned, andthoroughly mixed with such proportions of cementitious ma-terials and water as will produce a homogeneous concretemixture of such quality that the pipe will conform to the testand d

41、esign requirements of this specification. Cementitiousmaterials shall be as specified in 6.2 and shall be added to themix in a proportion not less than 280 kg/m, unless mix designswith a lower cementitious materials content demonstrate thatthe quality and performance meet the requirements of thisspe

42、cification.10. Physical Requirements10.1 Test Specimens:10.1.1 Specimens for test shall be full-size pipe units andgaskets that conform in every respect to the inspection require-ments of this specification, shall be selected at random by theowner at the place of manufacture of the pipe, and shall b

43、etested in advance of shipment to the site of installation.10.1.2 Test specimens of pipe shall be selected from datedlots and the manufacturer shall furnish manufacturing data forthe lot tested if so required by the owner.10.2 Number and Type of Tests RequiredThe manufac-turer shall furnish specimen

44、s for the test without charge up to1 % of the number of pipe units of each dated lot, except thatin no case shall fewer pipe units be furnished than necessary toperform the tests herein specified. Specimens shall be propor-tioned equally to the test to which they are to be subjectedexcept that the o

45、wner can specify different proportions prior topurchase. The manufacturer shall bear all the expense of testingsuch pipe. Should a larger number of specimens be tested upondemand of the owner or manufacturer, then the cost of suchadditional test specimens and the expense of testing shall beborne by

46、the party making such demand.10.3 External Load Test RequirementThe minimumthree-edge-bearing strength shall be as given in Table 1 andshall be made in accordance with Test Methods C497M.Ifmutually agreed upon between the manufacturer and theowner, other types of bearings such as hard rubber blocks

47、orsand-filled, high-pressure hose are acceptable.10.3.1 It is not prohibited to fill depressions of exteriorsurface irregularities with plaster of paris to equalize thebearing surfaces. The user of this specification is advised thatsand or other loose fine material may be spread along thelength of t

48、he crown of the pipe to equalize the upper bearing.10.3.2 The load shall be applied continuously until thestrength specified in Table 1 is reached. The pipe shall not beallowed to stand under load longer than is required to apply theload and to observe and record it. The pipe shall be surface drywhe

49、n tested. Tests shall not be made on frozen pipe.10.4 Hydrostatic Test RequirementsMaximum hydrostatictest pressures shall be as given in Table 1, and shall be made inaccordance with 10.7. There shall be no leakage of pipe orjoints at one third of this pressure when pipes are in straightalignment or in maximum deflected position. Moisture appear-ing on the surface of the pipe in the form of patches, or beads,adhering to the surface, will not be considered as leakage. Inevent the pipe is tested dry, slow-forming beads of water thatresult in minor