ASTM C1479M-2007a Standard Practice for Installation of Precast Concrete Sewer Storm Drain and Culvert Pipe Using Standard Installations (Metric)《使用标准设备(米制的)安装预制混凝土污水管、雨水管和排水管的标准实施.pdf

《ASTM C1479M-2007a Standard Practice for Installation of Precast Concrete Sewer Storm Drain and Culvert Pipe Using Standard Installations (Metric)《使用标准设备(米制的)安装预制混凝土污水管、雨水管和排水管的标准实施.pdf》由会员分享，可在线阅读，更多相关《ASTM C1479M-2007a Standard Practice for Installation of Precast Concrete Sewer Storm Drain and Culvert Pipe Using Standard Installations (Metric)《使用标准设备(米制的)安装预制混凝土污水管、雨水管和排水管的标准实施.pdf（9页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C 1479M 07aStandard Practice forInstallation of Precast Concrete Sewer, Storm Drain, andCulvert Pipe Using Standard Installations (Metric)1This standard is issued under the fixed designation C 1479M; the number immediately following the designation indicates the year oforiginal adoption

2、 or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This practice covers the installation of precast concretepipe intended to b

3、e used for the conveyance of sewage,industrial wastes, and storm water, and for the construction ofculverts.1.2 This specification is the metric counterpart of Specifi-cation C 1479.1.3 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theres

4、ponsibility 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.2. Referenced Documents2.1 ASTM Standards:2C 822 Terminology Relating to Concrete Pipe and RelatedProductsC 1417 Specification for Ma

5、nufacture of Reinforced Con-crete Sewer, Storm Drain, and Culvert Pipe for DirectDesignD 698 Test Methods for Laboratory Compaction Character-istics of Soil Using Standard Effort (12 400 ft-lbf/ft3(600kN-m/m3)D 1557 Test Methods for Laboratory Compaction Charac-teristics of Soil Using Modified Effor

6、t (56,000 ft-lbf/ft3(2,700 kN-m/m3)D 2487 Practice for Classification of Soils for EngineeringPurposes (Unified Soil Classification System)D 2488 Practice for Description and Identification of Soils(Visual-Manual Procedure)IEEE/ASTM SI 10 Standard for Use of the InternationalSystem of Units (SI): Th

7、e Modern Metric System2.2 AASHTO 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-Den

8、sity Relations of Soils Using 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

9、Standard Instal-lations (SIDD)3. Terminology3.1 For definitions of terms relating to concrete pipe, seeTerminology C 822.3.2 For terminology related to soil classifications, see Prac-tices D 2487 and D 2488.3.3 For terminology and definitions of terms relating tostructural design, see ASCE 15.3.4 Fi

10、g. 1 illustrates the definitions 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

11、 reference by an owner andthe owners 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/m31This practice is under the jurisdiction of ASTM Committee C13 on C

12、oncretePipe and is the direct responsibility of Subcommittee C13.05 on Special Projects.Current edition approved Dec. 15, 2007. Published January 2008. Originallyapproved in 2007. Last previous edition approved in 2007 as C 1479M 07.2For referenced ASTM standards, visit the ASTM website, www.astm.or

13、g, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Available from American Association of State Highway and TransportationOfficials (AASHTO), 444 N. Capitol St., NW, Suite 249, W

14、ashington, DC 20001,http:/www.transportation.org.4Available from American Society of Civil Engineers (ASCE), 1801 AlexanderBell 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.6. Standard Ins

15、tallations6.1 The precast concrete pipe/soil system shall be con-structed to conform to the requirements of Figs. 2 and 3 andTables 1 and 2 as designated on the plans.7. Excavation7.1 When rock or other unyielding foundation material isencountered, it shall be removed at least to the requirementssho

16、wn in Figs. 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

17、foundation 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

18、 areconducive 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

19、The bedding 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,th

20、e thickness 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 beFIG. 1 Pipe/Installation TerminologyC 1479M 07a

21、2loosely placed uncompacted material under the middle third 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 9.4.9.4 When in situ soils co

22、nforming to 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 ma

23、terial by weight.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 requi

24、rements as 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 recommendatio

25、ns.NOTE 1(Advisory) 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 m

26、iddle third 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.

27、 If the installed 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.

28、It shall be 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

29、 as required 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 fo

30、r Type 3 and 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.FIG. 2 Standard Embankment InstallationsC 1479M 07a311.5 Placed soil shall be deposited and compacted to t

31、hespecified density uniformly on each side of the pipe to preventlateral displacement of the pipe.12. 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

32、, the thickness 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 d

33、iameter greaterthan 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 pr

34、ojectspecifications. 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, o

35、r large stones 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 diamet

36、er of the pipe 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 a

37、nd Trench Shield 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.

38、The owner is advisedthat it may be necessary to restrain the installed pipe by use ofNOTEClearance between pipe and trench wall shall be adequate to enable specified compaction but not less than Do/6.FIG. 3 Standard Trench InstallationsC 1479M 07a4deadman anchors or other means. Voids that are creat

39、ed 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 settlement between the pipe and man-hole.15.2 Precast concrete fittings, such as tees and wyes, shallbe bedded, installed, and

40、overfilled with the same material andin 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 pr

41、oject construction,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 existin

42、g ground is higher 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 tra

43、ffic must cross 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 p

44、ipe shall be covered 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 wat

45、ertight when empty, 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), refe

46、r to a soil material category with a minimum standard proctor density. See Table3 for equivalent modified proctor values and soil types.NOTE 2Soil 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

47、 majority of soil in the overfill zone.NOTE 3Required bedding thickness is the thickness of the bedding prior to placement of the pipe.NOTE 4A 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 b

48、ottom 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 subtren

49、ch 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 5“Dumped” material without additional compactive effort will not provide the design haunch support required for Type 1 and 2 installationsand it should be checked for Type 3 installations.InstallationTypeBeddingThicknessHaunch andOuter BeddingLower SideType 1 Do/24 minimum;not less than 75 mmIf rock fo