ASTM C1479M-2010 Standard Practice for Installation of Precast Concrete Sewer Storm Drain and Culvert Pipe Using Standard Installations (Metric)《使用标准设备安装预制混凝土下水道 雨水管道和涵管的标准操作规程(米制.pdf

《ASTM C1479M-2010 Standard Practice for Installation of Precast Concrete Sewer Storm Drain and Culvert Pipe Using Standard Installations (Metric)《使用标准设备安装预制混凝土下水道 雨水管道和涵管的标准操作规程(米制.pdf》由会员分享，可在线阅读，更多相关《ASTM C1479M-2010 Standard Practice for Installation of Precast Concrete Sewer Storm Drain and Culvert Pipe Using Standard Installations (Metric)《使用标准设备安装预制混凝土下水道 雨水管道和涵管的标准操作规程(米制.pdf（9页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C1479M 10Standard Practice forInstallation of Precast Concrete Sewer, Storm Drain, andCulvert Pipe Using Standard Installations (Metric)1This standard is issued under the fixed designation C1479M; the number immediately following the designation indicates the year oforiginal adoption or

2、, in the case of revision, the 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 practice covers the installation of precast concretepipe intended to be us

3、ed for the conveyance of sewage,industrial wastes, and storm water, and for the construction ofculverts.1.2 This practice is the SI companion to Practice C1479.1.3 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the use

4、r of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2C822 Terminology Relating to Concrete Pipe and RelatedProductsC1417 Specification for Manufacture of Reinforced

5、Con-crete Sewer, Storm Drain, and Culvert Pipe for DirectDesignD698 Test Methods for Laboratory Compaction Character-istics of Soil Using Standard Effort (12 400 ft-lbf/ft3(600kN-m/m3)D1557 Test Methods for Laboratory Compaction Charac-teristics of Soil Using Modified Effort (56,000 ft-lbf/ft3(2,700

6、 kN-m/m3)D2487 Practice for Classification of Soils for EngineeringPurposes (Unified Soil Classification System)D2488 Practice for Description and Identification of Soils(Visual-Manual Procedure)IEEE/ASTM SI 10 Standard for Use of the InternationalSystem of Units (SI): The Modern Metric System2.2 AA

7、SHTO Standards:3Standard Specifications for Highway BridgesM 145 Classification of Soils and SoilAggregate Mix-tures for Highway Construction PurposesT99 The Moisture-Density Relations of Soils Using a5.5-lb (2.5-kg) Rammer and a 12-in. (305-mm) DropT 180 The Moisture-Density Relations of Soils Usin

8、g a10-lb (4.54-kg) Rammer and an 18-in. (457-mm) DropT 310 In-Place Density and Moisture Content of Soil andSoil-Aggregate by Nuclear Methods (Shallow Depth)2.3 ASCE Standard:4ASCE 15 Standard Practice for the Direct Design of BuriedPrecast Reinforced Concrete Pipe Using Standard Instal-lations (SID

9、D)3. Terminology3.1 For definitions of terms relating to concrete pipe, seeTerminology C822.3.2 For terminology related to soil classifications, see Prac-tices D2487 and D2488.3.3 For terminology and definitions of terms relating tostructural design, see ASCE 15.3.4 Fig. 1 illustrates the definition

10、s and limits of the terms:foundation, subgrade, bedding, outer bedding, middle bedding,haunch, lower side, backfill or overfill, invert, crown, spring-line, top of pipe, and bottom of pipe as used in this practice.4. Significance and Use4.1 This practice is useful as a reference by an owner andthe o

11、wners engineer in preparing project specifications.5. NotationsDi= inside diameter of pipe, mmDo= outside diameter of pipe, mmH = design height of earth above top of pipe, mw = unit weight of soil, N/m36. Standard Installations6.1 The precast concrete pipe/soil system shall be con-structed to confor

12、m to the requirements of Figs. 2 and 3 andTables 1 and 2 as designated on the plans.1This practice is under the jurisdiction of ASTM Committee C13 on ConcretePipe and is the direct responsibility of Subcommittee C13.05 on Special Projects.Current edition approved Oct. 1, 2010. Published October 2010

13、. Originallyapproved in 2007. Last previous edition approved in 2007 as C1479M 07a. DOI:10.1520/C1479M-10.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standa

14、rds Document Summary page onthe ASTM website.3Available from American Association of State Highway and TransportationOfficials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,http:/www.transportation.org.4Available from American Society of Civil Engineers (ASCE), 1801 AlexanderBell

15、 Dr., Reston, VA 20191, http:/www.asce.org.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.7. Excavation7.1 When rock or other unyielding foundation material isencountered, it shall be removed at least to the requirementsshown in Fig

16、s. 2 and 3 and Tables 1 and 2. Overexcavatedareas shall be backfilled with approved materials and com-pacted to at least the standard proctor density specified for thebedding.7.2 Where surface water or groundwater conditions exist,the site and trench shall be dewatered.8. Foundation8.1 The foundatio

17、n shall be moderately firm to hard in situsoil, stabilized soil, or compacted fill material.8.2 When unsuitable or unstable material is encountered,the foundation shall be stabilized.8.3 Methods to prevent migration of soil fines shall beprovided when groundwater or existing soil conditions arecondu

18、cive to particle migration. Gravelly soils, with little or nofines, could migrate under certain conditions, causing lack ofsupport.8.4 Pipe installed over an unyielding foundation shall becushioned so as to prevent blasting shock when future blastingis anticipated in the area.9. Bedding9.1 The beddi

19、ng shall be constructed uniformly over the fulllength of the pipe barrel, as required for the designatedstandard installation, to distribute the load-bearing reactionuniformly on the pipe barrel over its full length, and tomaintain the required pipe grade. See Fig. 4. If placed in layers,the thickne

20、ss of the layers shall be as required to achieve thespecified compaction and as required by the project specifica-tions.9.2 The bedding layers for standard installation Types 1, 2,and 3 shall be placed to be as uniform as possible, but shall beloosely placed uncompacted material under the middle thi

21、rd ofthe pipe prior to placement of the pipe.9.3 The maximum aggregate size shall be 25 mm when thebedding thickness is less than 150 mm and 38 mm when thebedding thickness is 150 mm or greater, except as noted in 9.4.FIG. 1 Pipe/Installation TerminologyC1479M 1029.4 When in situ soils conforming to

22、 project specificationsare used in constructing the bedding for Type 3 and 4installations, the maximum aggregate size shall not be greaterthan 75 mm, or half the bedding thickness, whichever is less.9.5 The use of aggregate sizes larger than 25 mm shall belimited to 20 % of the bedding material by w

23、eight.9.6 Bell holes shall be excavated in the bedding or founda-tion, or both, when installing pipe with expanded bells so thatthe pipe is supported by the barrel and not by the bells. See Fig.4.9.7 Any outer bedding under the lower side areas shall becompacted to at least the same requirements as

24、for the lowerside areas.10. Pipe Placement and Joining10.1 Pipe shall be installed to the line and grade shown onthe project plans and specifications. The joint shall be asspecified in the project specifications and shall be installed inaccordance with the pipe manufacturers recommendations.NOTE 1(A

25、dvisory) Where practical, work should be started at thelowest end of the pipeline and the pipe laid with the bell end upgrade.10.2 If required, the top of the pipe section being laid shallbe positioned to the correct rotational orientation and thenjoined.10.3 The bedding grade under the middle third

26、 of the pipeoutside diameter shall be prepared before laying the pipesection. Making adjustments in grade by exerting force on thebarrel of the pipe with excavating equipment, by lifting anddropping the pipe, or by lifting the pipe and packing beddingmaterial under it shall be prohibited. If the ins

27、talled pipesection is not on grade, the pipe section shall be completelyunjoined, the grade corrected, and the pipe then rejoined.11. Haunch11.1 The haunch shall be constructed using the specified soiltype and the minimum compaction level required for thedesignated standard installation. It shall be

28、 placed and com-pacted uniformly for the full length of the pipe barrel so as todistribute the load-bearing reaction uniformly to the beddingover the full length of the pipe barrel. If placed in layers, thethickness of the layers shall be as required to achieve thespecified compaction and as require

29、d by the project specifica-tions.11.2 The maximum aggregate size for the haunch shall bethe same as the maximum aggregate size in the bedding asdefined in 9.3, except as noted in 11.3.11.3 When in situ soils conforming to project specificationsare used in constructing the pipe haunches for Type 3 an

30、d 4installations, the maximum aggregate size shall not be greaterthan 75 mm.11.4 The use of aggregate sizes larger than 25 mm shall belimited to 20 % of the haunch material by weight.11.5 Placed soil shall be deposited and compacted to thespecified density uniformly on each side of the pipe to preve

31、ntlateral displacement of the pipe.FIG. 2 Standard Embankment InstallationsC1479M 10312. Lower Side12.1 The lower side, if not in situ, shall be constructed usingthe specified soil type and the minimum compaction levelrequired for the designated standard installation. If placed inlayers, the thickne

32、ss of the layers shall be as required toachieve the specified compaction and as required by the projectspecifications.12.2 The soil, if not in situ, shall be material conforming tothe project specifications, and contain no debris, organicmatter, frozen material, or large stones with a diameter great

33、erthan one half the thickness of the compacted layers beingplaced.12.3 Placed soil shall be deposited and compacted to thespecified density uniformly on each side of the pipe to preventlateral displacement of the pipe.13. Overfill13.1 Overfill shall be constructed as specified in the projectspecific

34、ations. If placed in layers, the thickness of the layersshall be as required to achieve the specified compaction and asrequired by the project specifications.13.2 The soil shall be material conforming to the projectspecifications, and contain no debris, organic matter, frozenmaterial, or large stone

35、s with a diameter greater than one halfthe thickness of the compacted layers being placed.13.3 Placed soil shall be deposited and compacted to thespecified density uniformly on each side of the pipe to preventlateral displacement of the pipe. The overfill placed within oneoutside diameter of the pip

36、e that is above the springline andbelow the top of the pipe shall be compacted to at least thesame density as the majority of the overfill above the pipe.13.4 When impact or vibratory equipment is used forcompaction, care shall be taken to avoid damaging the pipe.14. Sheathing Removal and Trench Shi

37、eld Advancement14.1 Unless sheathing is to be left in place, it shall be pulledout in vertical increments to permit placement and compactionof fill material for the full width of the trench.14.2 When trench shields or boxes are moved, the previ-ously placed pipe shall not be disturbed. The owner is

38、advisedthat it may be necessary to restrain the installed pipe by use ofdeadman anchors or other means. Voids that are created bymovement of a shield or box shall be filled and compacted.15. Precast Concrete Appurtenances15.1 Manholes shall be installed in a manner that willminimize differential set

39、tlement between the pipe and man-hole.15.2 Precast concrete fittings, such as tees and wyes, shallbe bedded, installed, and overfilled with the same material andNOTEClearance between pipe and trench wall shall be adequate to enable specified compaction but not less than Do/6.FIG. 3 Standard Trench I

40、nstallationsC1479M 104in the same manner as the remainder of the pipeline to reducethe possibility of differential settlement between pipe andfittings.16. Minimum Cover for Construction Loads16.1 If the passage of construction equipment over aninstalled pipeline is necessary during project construct

41、ion,compacted overfill in the form of a ramp shall be constructedto a minimum elevation of 0.9 m over the top of the pipe or toa height such that the equipment loads on the pipe do notexceed the pipe design strength. To prevent possible lateraldisplacement of the pipe when the existing ground is hig

42、her orlower than the top of this ramp, the overfill shall extend aminimum of one pipe diameter width or 0.9 m, whichever isgreater, beyond each side of the pipe and then have a gradualslope to ground level, not exceeding 1 vertical to 6 horizontal.If a large volume of construction traffic must cross

43、 an installedpipe, the point of crossing shall be changed occasionally tominimize the possibility of lateral displacement.17. Safety17.1 Safety requirements for construction shall be in accor-dance with the applicable federal, state, and local regulations.17.2 Open ends of installed pipe shall be co

44、vered duringovernight or longer periods of suspended work to preventaccess by animals, personnel, and accumulation of soil anddebris. Covers shall be braced or fastened to prevent move-ment. It is not required that these covers be watertight.NOTE 2(Advisory) If the pipe is plugged watertight when em

45、pty, thepossibility of pipe flotation should be investigated, and, if necessary,appropriate measures shall be taken to prevent flotation.TABLE 1 Standard Embankment Installation Soils and Minimum Compaction RequirementsNOTE 1Compaction and soil symbols (that is, 95 % Category I), refer to a soil mat

46、erial category with a minimum standard proctor density. See Table3 for equivalent modified proctor values and soil types.NOTE 2Type 1 installations require greater soil stiffness from the surrounding soils than the Type 2, 3, and 4 installations. Proper field verificationof soil properties and compa

47、ction levels must be performed to ensure compliance with the design requirements. See Appendix X2 for more informationand guidance.NOTE 3Soil in the outer bedding, haunch, and lower side zones, except within Do/3 from the pipe springline, shall be compacted to at least the samecompaction as the majo

48、rity of soil in the overfill zone.NOTE 4Required bedding thickness is the thickness of the bedding prior to placement of the pipe.NOTE 5A subtrench is defined as a trench with its top below finished grade by more than 0.1H or, for roadways, its top is at an elevation lower than0.3 m below the bottom

49、 of the pavement base material.The minimum width of a subtrench shall be 1.33 Do, or wider, if required for adequate space to attain the specified compaction in the haunch and beddingzones.For subtrenches, except within Do/3 from the springline, any portion of the lower side zone in the subtrench wall shall be at least as firm as an equivalentsoil placed to the compaction requirements specified for the lower side zone and as firm as the majority of soil in the overfill zone, or it shall be removedand replaced with soil compacted to the specified level.NOTE 6“Dump