ASTM C507M-2013 Standard Specification for Reinforced Concrete Elliptical Culvert Storm Drain and Sewer Pipe (Metric)《钢筋混凝土制椭圆形涵洞、雨水道和污水管标准规格(公制)》.pdf

《ASTM C507M-2013 Standard Specification for Reinforced Concrete Elliptical Culvert Storm Drain and Sewer Pipe (Metric)《钢筋混凝土制椭圆形涵洞、雨水道和污水管标准规格(公制)》.pdf》由会员分享，可在线阅读，更多相关《ASTM C507M-2013 Standard Specification for Reinforced Concrete Elliptical Culvert Storm Drain and Sewer Pipe (Metric)《钢筋混凝土制椭圆形涵洞、雨水道和污水管标准规格(公制)》.pdf（11页珍藏版）》请在麦多课文档分享上搜索。

1、Designation:C507M12C507M13 Standard Specication for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe (Metric) 1 This standard is issued under the xed designation C507M; the number immediately following the designation indicates the year of original adoption or, in the case of revi

2、sion, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A superscript epsilon () indicates an editorial change since the last revision or reapproval. This standard has been approved for use by agencies of the Department of Defense. 1. Scope 1.1 This specication c

3、overs reinforced elliptically shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, storm water, and for the construction of culverts. 1.2 PipedesignedforplacementwiththemajoraxishorizontalshallbedesignatedasHorizontalEllipticalPipe.Pipedesigned for placement with the majo

4、r axis vertical shall be designated as Vertical Elliptical Pipe. 1.3 This specication is the SI companion to Specication C507. NOTE 1This specication is a manufacturing and purchase specication only, and does not include requirements for bedding, backll, or the relationship between eld load conditio

5、n and the strength classication of pipe. However, experience has shown that the successful performance of this product depends upon the proper selection of the class of pipe, type of bedding and backll, and care that the installation conforms to construction specications.The owner of the reinforced

6、concrete pipe specied herein is cautioned that he must correlate the eld requirements with the class of pipe specied and provide inspection at the construction site. 2. Referenced Documents 2.1 ASTM Standards: 2 A36/A36MSpecication for Carbon Structural Steel A615/A615MSpecication for Deformed and P

7、lain Carbon-Steel Bars for Concrete Reinforcement A706/A706MSpecication for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement A1064/A1064MSpecication for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete C33Specication for Concrete Aggregates C150Spec

8、ication for Portland Cement C260Specication for Air-Entraining Admixtures for Concrete C309Specication for Liquid Membrane-Forming Compounds for Curing Concrete C494/C494MSpecication for Chemical Admixtures for Concrete C497MTest Methods for Concrete Pipe, Manhole Sections, or Tile Metric C595Specic

9、ation for Blended Hydraulic Cements C618Specication for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete C822Terminology Relating to Concrete Pipe and Related Products C989Specication for Slag Cement for Use in Concrete and Mortars C1017/C1017MSpecication for Chemical Admixtures

10、 for Use in Producing Flowing Concrete C1116Specication for Fiber-Reinforced Concrete and Shotcrete 3. Terminology 3.1 DenitionsFor denitions of terms relating to concrete pipe, see Terminology C822. 4. Classication 4.1 Pipe manufactured according to this specication shall be of ve classes each for

11、horizontal elliptical and vertical elliptical pipe with identication as follows: 1 This specication is under the jurisdiction of ASTM Committee C13 on Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on Reinforced Sewer and Culvert Pipe. Current edition approved May 1, 2012Jan.

12、15, 2013. Published June 2012February 2013. Originally approved in 1980. Last previous edition approved in 20112012 as C507M11.C507M12A. DOI: 10.1520/C0507M-12.10.1520/C0507M-13. 2 ForreferencedASTMstandards,visittheASTMwebsite,www.astm.org,orcontactASTMCustomerServiceatserviceastm.org.ForAnnualBook

13、ofASTMStandards volume information, refer to the standards Document Summary page on the ASTM website. This document is not anASTM standard and is intended only to provide the user of anASTM standard an indication of what changes have been made to the previous version. Because it may not be technical

14、ly possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version of the standard as published by ASTM is to be considered the official document. Copyright ASTM International, 100 Barr Harbor Drive, PO Box

15、 C700, West Conshohocken, PA 19428-2959. United States 1Horizontal Elliptical Pipe Vertical Elliptical Pipe Class HE-A Class VE-II Class HE-I Class VE-III Class HE-II Class VE-IV Class HE-III Class VE-V Class HE-IV Class VE-VI 4.2 ThestrengthrequirementsforhorizontalellipticalpipeareprescribedinTabl

16、e1andforverticalellipticalpipeareprescribed in Table 2. 5. Basis of Acceptance 5.1 Unless otherwise designated by the owner at the time of, or before, placing an order, there are two separate and alternative bases of acceptance. Independent of the method of acceptance, the pipe shall be designed to

17、meet both the 0.01-in. crack and ultimate strength requirements specied in Table 1. 5.1.1 AcceptanceonBasisofPlantLoad-BearingTests,MaterialTests,andInspectionofManufacturedPipeforVisualDefects and ImperfectionsAcceptability of the pipe in all diameters and classes produced in accordance with 7.1 or

18、 7.2 shall be determined by the results of the three-edge-bearing tests as dened in 11.3.1; by such material tests as are required in 6.2, 6.3, 6.5 and 6.6; by an absorption test of the concrete from the wall of the pipe as required in 11.9; and by visual inspection of the nished pipe to determine i

19、ts conformance with the accepted design prescribed and its freedom from defects. TABLE 1 Design Requirements for Horizontal Elliptical (HE) Pipe A NOTE 1The test load in kilonewtons per linear metre equals D-loadinside span in millimetres. NOTE2Singlecagereinforcement,providingtensionsteelatthetop,b

20、ottom,andspringline,shallbepermittedinsteadofdoublecagereinforcement. The area of such reinforcement shall be 112% of the tabulated inner cage area. NOTE 3An inner and outer cage plus quadrant mats shall be permitted instead of double cage reinforcement. The area of such reinforcement shall be in ac

21、cordance with Fig. 1. NOTE 4An inner and outer cage plus a middle cage shall be permitted instead of double cage reinforcement. The area of such reinforcement shall be in accordance with Fig. 2. Designated Di- ameter, Equiva- lent Round Size, mm Designated Rise, mm Span, mm Minimum Wall Thickness, m

22、m Reinforcement, cm 2 /linear m Class HE-A Class HE-I Class HE-II Class HE-III Class HE-IV D-Loads 0.3 = 30 Ult = 45 0.3 = 40 Ult = 60 0.3 = 50 Ult = 75 0.3 = 65 Ult = 100 0.3 = 100 Ult = 150 In Cage Out Cage In Cage Out Cage In Cage Out Cage In Cage Out Cage In Cage Out Cage 450 365 575 69 1.7 . .

23、. 2.3 . . . 3.0 . . . 4.0 . . . 5.7 . . . 600 490 770 82 2.3 . . . 3.2 . . . 4.0 . . . 5.5 . . . 8.3 . . . 675 550 865 88 3.0 . . . 3.8 . . . 4.9 . . . 6.6 . . . 9.7 . . . 750 610 960 94 2.1 2.1 2.8 2.8 3.6 3.6 4.9 4.9 7.2 7.2 825 670 1055 94 2.5 2.5 3.6 3.6 4.4 4.4 5.9 5.9 8.7 8.7 900 730 1150 113

24、2.3 2.3 3.2 3.2 4.0 4.0 5.5 5.5 8.3 8.3 975 795 1250 119 2.8 2.8 3.6 3.6 4.4 4.4 6.1 6.1 9.3 9.3 1050 855 1345 125 3.2 3.2 4.2 4.2 5.1 5.1 7.0 7.0 10.6 10.6 1200 975 1535 138 3.6 3.6 4.9 4.9 5.9 5.9 8.3 8.3 . . . . . . 1350 1095 1730 150 4.2 4.2 5.7 5.7 7.2 7.2 9.5 9.5 . . . . . . 1500 1220 1920 163

25、 5.1 5.1 6.8 6.8 8.5 8.5 11.2 11.2 . . . . . . 1650 1340 2110 175 5.7 5.7 7.6 7.6 9.5 9.5 12.9 12.9 . . . . . . 1800 1465 2305 188 6.6 6.6 8.7 8.7 11.0 11.0 14.8 14.8 . . . . . . 1950 1585 2495 200 7.2 7.2 9.5 9.5 11.9 11.9 16.5 16.5 . . . . . . 2100 1705 2690 213 8.0 8.0 10.6 10.6 13.3 13.3 18.6 18

26、.6 . . . . . . 2250 1830 2880 225 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2400 1950 3070 238 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2550 2075 3265 244 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2700 2195 3455 250 . . . . . . . . . . . . . . .

27、 . . . . . . . . . . . . . . . 2850 2315 3648 263 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3000 2440 3840 275 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3300 2680 4225 300 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3600 2925 4610 325 . . . . . . .

28、 . . . . . . . . . . . . . . . . . . . . . . . Concrete strength B , MPa 27.6 27.6 27.6 450 to 1650 mm, 27.6 27.6 1800 to 2100 mm, 34.5 A Concrete strength for designs with reinforcement tabulated. For modied or special designs, see 7.3. B For sizes and loads beyond those shown in this table, pipe d

29、esigns are available that make use of one or a combination of the following: shear steel, multiple cages, or thicker walls in accordance with the provisions of 7.3. C507M13 25.1.2 Acceptance on the Basis of Material Test and Inspection of Manufactured Pipe for Defects and Imperfections Acceptability

30、 of the pipe in all diameters and classes produced in accordance with 7.1 or 7.2 shall be determined by the results of such material tests as are required in 6.2, 6.3, 6.5 and 6.6; by crushing tests on concrete cores or cured concrete cylinders; by an absorption test of the concrete from the wall of

31、 the pipe for each mix design that is used on an order; and by inspection of the nished pipe, including amount and placement of reinforcement, to determine its conformance with the accepted design and its freedom from defects. 5.1.3 When agreed upon by the owner and the manufacturer, any portion or

32、any combination of the tests itemized in 5.1.1 or 5.1.2 may form the basis of acceptance. 5.2 Age forAcceptancePipe shall be considered ready for acceptance when they conform to the requirements as indicated by the specied tests. 6. Materials 6.1 Reinforced ConcreteThe reinforced concrete shall cons

33、ist of cementitious materials, mineral aggregates, and water, in which steel has been embedded in such a manner that the steel and concrete act together. 6.2 Cementitious Materials: 6.2.1 CementCementshallconformtotherequirementsofSpecicationC150,orshallbeportlandblast-furnaceslagcement, or slag mod

34、ied portland cement, or portland-pozzolan cement conforming to the requirements of Specication C595, except that the pozzolan constituent in the Type IP portland pozzolan cement shall be y ash and shall not exceed 25% by weight. 6.2.2 Ground Granulated Blast-Furnace Slag (GGBFS)GGBFS shall conform t

35、o the requirements of Grade 100 or 120 of Specication C989. 6.2.3 Fly AshFly ash shall conform to the requirements of Class F or Class C of Specication C618. 6.2.4 AllowableCombinationsofCementitiousMaterialsThecombinationofcementitiousmaterialsusedintheconcreteshall be one of the following: TABLE 2

36、 Design Requirements for Vertical Elliptical Pipe A NOTE 1Test load in kilonewtons per linear metre equals D-loadinside span in millimetres. NOTE 2An inner and outer cage plus quadrant mats shall be permitted instead of double cage reinforcement. The area of such reinforcement shall be in accordance

37、 with Fig. 3. NOTE3Singlecagereinforcement,providingtensionsteelatthetop,bottom,andspringlineshallbepermittedinsteadofdoublecagereinforcement. The area of such reinforcement shall be 112% of the tabulated inner cage area. NOTE 4An inner and outer cage plus a middle cage shall be permitted instead of

38、 double cage reinforcement. The area of such reinforcement shall be in accordance with Fig. 4. Designated Di- ameter, Equiva- lent Round Size, mm Designated Rise, mm Span, mm Minimum Wall Thickness, mm Reinforcement, cm 2 /linear m Class VE-II Class VE-III Class VE-IV Class VE-V Class VE-VI D-Loads

39、0.3 = 50 Ult = 75 0.3 = 65 Ult = 100 0.3 = 100 Ult = 150 0.3 = 140 Ult = 175 0.3 = 190 Ult = 235 In Cage Out Cage In Cage Out Cage In Cage Out Cage In Cage Out Cage In Cage Out Cage 900 1150 730 113 1.7 1.1 2.3 1.5 3.4 2.1 4.9 3.0 6.6 4.0 975 1250 795 119 1.9 1.1 2.5 1.5 3.8 2.3 5.5 3.4 7.4 4.4 1050

40、 1345 855 125 2.1 1.3 2.8 1.7 4.2 2.5 6.1 3.6 8.0 4.9 1200 1535 975 138 2.3 1.5 3.2 1.9 4.7 2.8 7.0 4.2 9.3 5.5 1350 1730 1095 150 2.8 1.7 3.8 2.3 5.7 3.4 8.5 5.1 11.2 5.8 1500 1920 1220 163 3.4 2.1 4.4 2.8 6.6 4.0 9.9 5.9 . . . . . . 1650 2110 1340 175 3.8 2.3 5.3 3.2 7.6 4.7 11.6 7.0 . . . . . . 1

41、800 2305 1465 188 4.4 2.8 5.9 3.6 8.7 5.3 . . . . . . . . . . . . 1950 2495 1585 200 4.9 3.0 6.6 4.0 9.9 5.9 . . . . . . . . . . . . 2100 2690 1705 213 5.5 3.4 7.4 4.4 11.2 6.8 . . . . . . . . . . . . 2250 2880 1830 225 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2400 3070 1950 238 .

42、 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2550 3265 2075 244 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2700 3455 2195 250 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2850 3648 2315 263 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3000 3

43、840 2440 275 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3300 4225 2680 300 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3600 4610 2925 325 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Concrete strength B , MPa 27.6 27.6 27.6 34.5 41.4 A For sizes and lo

44、ads beyond those shown in this table, pipe designs are available which make use of one or a combination of the following: shear steel, multiple cages, or thicker walls in accordance with the provisions of 7.3. B Concrete strength for designs with reinforcement tabulated. For modied or special design

45、s, see 7.3. C507M13 36.2.4.1 Portland cement only, 6.2.4.2 Portland blast furnace slag cement only, 6.2.4.3 Slag modied portland cement only, 6.2.4.4 Portland pozzolan cement only, 6.2.4.5 A combination of portland cement and ground granulated blast-furnace slag, 6.2.4.6 A combination of portland ce

46、ment and y ash, 6.2.4.7 Acombination of portland cement, ground granulated blast-furnace slag (not to exceed 25 % of the total cementitious weight) and y ash (not to exceed 25 % of the total cementitious weight, slag, and y ash, or 6.2.4.8 Acombination of portland pozzolan cement and y ash, provided

47、 the y ash added does not exceed 25% by weight of the portland pozzolan cement.ash. 6.3 AggregatesAggregates shall conform to Specication C33 except that the requirement for gradation shall not apply. 6.4 Admixtures and BlendsThe following admixtures and blends are allowable: 6.4.1 Air-entraining ad

48、mixture conforming to Specication C260; 6.4.2 Chemical admixture conforming to Specication C494/C494M; 6.4.3 Chemical admixture for use in producing owing concrete conforming to Specication C1017/C1017M; and 6.4.4 Chemical admixture or blend approved by the owner. 6.5 Steel ReinforcementReinforcemen

49、t shall consist of wire conforming toconform to the requirements of Specication A1064/A1064M;,orofbarsconformingtoSpecicationA36/A36M,SpecicationA615/A615MGrade40or60,orSpecication A706/A706M Grade 60. For helically wound cages only, weld shear tests are not required. 6.6 Synthetic FibersCollated brillated virgin polypropylene bers may be used, at the manufacturers option, in concrete pipe as a nonstr