ASTM D2321-2018 Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications《下水道和其他重力流应用用热塑性管道地下安装的标准实施规程》.pdf

《ASTM D2321-2018 Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications《下水道和其他重力流应用用热塑性管道地下安装的标准实施规程》.pdf》由会员分享，可在线阅读，更多相关《ASTM D2321-2018 Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications《下水道和其他重力流应用用热塑性管道地下安装的标准实施规程》.pdf（12页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D2321 18Standard Practice forUnderground Installation of Thermoplastic Pipe for Sewersand Other Gravity-Flow Applications1This standard is issued under the fixed designation D2321; the number immediately following the designation indicates the year oforiginal adoption or, in the case of

2、 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.This standard has been approved for use by agencies of the U.S. Department of Defense.1. Scope*1.1 This pra

3、ctice provides recommendations for the instal-lation of buried thermoplastic pipe used in sewers and othergravity-flow applications. These recommendations are in-tended to ensure a stable underground environment for ther-moplastic pipe under a wide range of service conditions.However, because of the

4、 numerous flexible plastic pipe prod-ucts available and the inherent variability of natural groundconditions, achieving satisfactory performance of any oneproduct may require modification to provisions containedherein to meet specific project requirements.1.2 The scope of this practice necessarily e

5、xcludes productperformance criteria such as minimum pipe stiffness, maxi-mum service deflection, or long term strength. Thus, it isincumbent upon the product manufacturer, specifier, or projectengineer to verify and assure that the pipe specified for anintended application, when installed according

6、to proceduresoutlined in this practice, will provide a long term, satisfactoryperformance according to criteria established for that applica-tion. A commentary on factors important in achieving asatisfactory installation is included in Appendix X1.NOTE 1Specific paragraphs in the appendix are refere

7、nced in the bodyof this practice for informational purposes.NOTE 2The following ASTM standards may be found useful inconnection with this practice: Practice D420, Test Method D1556, MethodD2216, Specification D2235, Test Method D2412, Specification D2564,Practice D2657, Practice D2855, Test Methods

8、D2922, Test MethodD3017, Practice F402, Specification F477, Specification F545, andSpecification F913.NOTE 3Most Plumbing Codes and some Building Codes haveprovisions for the installation of underground “building drains andbuilding sewers.” See them for plumbing piping applications.1.3 UnitsThe valu

9、es stated in inch-pound units are to beregarded as standard. The values given in parentheses aremathematical conversions to SI units that are provided forinformation only and are not considered standard.1.4 This standard does not purport to address all of thesafety concerns, if any, associated with

10、its use. It is theresponsibility of the user of this standard to establish appro-priate safety, health, and environmental practices and deter-mine the applicability of regulatory limitations prior to use.1.5 This international standard was developed in accor-dance with internationally recognized pri

11、nciples 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:2D8 Terminology Relating to Mat

12、erials for Roads and Pave-mentsD420 Guide for Site Characterization for Engineering De-sign and Construction PurposesD653 Terminology Relating to Soil, Rock, and ContainedFluidsD698 Test Methods for Laboratory Compaction Character-istics of Soil Using Standard Effort (12,400 ft-lbf/ft3(600kN-m/m3)D1

13、556 Test Method for Density and Unit Weight of Soil inPlace by Sand-Cone MethodD2216 Test Methods for Laboratory Determination of Water(Moisture) Content of Soil and Rock by MassD2235 Specification for Solvent Cement for Acrylonitrile-Butadiene-Styrene (ABS) Plastic Pipe and FittingsD2412 Test Metho

14、d for Determination of External LoadingCharacteristics of Plastic Pipe by Parallel-Plate LoadingD2487 Practice for Classification of Soils for EngineeringPurposes (Unified Soil Classification System)D2488 Practice for Description and Identification of Soils(Visual-Manual Procedures)D2564 Specificati

15、on for Solvent Cements for Poly(Vinyl1This practice is under the jurisdiction of ASTM Committee F17 on PlasticPiping Systems and is the direct responsibility of Subcommittee F17.62 on Sewer.Current edition approved March 1, 2018. Published April 2018. Originallyapproved in 1989. Last previous editio

16、n approved in 2014 as D2321 141. DOI:10.1520/D2321-18.2For 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 standards Document Summary page onthe ASTM website.*A Summ

17、ary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with internationally recognized principles on standardization established

18、 in the Decision on Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.1Chloride) (PVC) Plastic Piping SystemsD2657 Practice for Heat Fusion Joining of Polyolefin Pipeand FittingsD285

19、5 Practice for the Two-Step (Primer and Solvent Ce-ment) Method of Joining Poly (Vinyl Chloride) (PVC) orChlorinated Poly (Vinyl Chloride) (CPVC) Pipe andPiping Components with Tapered SocketsD2922 Test Methods for Density of Soil and Soil-Aggregatein Place by Nuclear Methods (Shallow Depth) (With-d

20、rawn 2007)3D3017 Test Method for Water Content of Soil and Rock inPlace by Nuclear Methods (Shallow Depth)D4318 Test Methods for Liquid Limit, Plastic Limit, andPlasticity Index of SoilsF402 Practice for Safe Handling of Solvent Cements,Primers, and Cleaners Used for Joining ThermoplasticPipe and Fi

21、ttingsF412 Terminology Relating to Plastic Piping SystemsF477 Specification for Elastomeric Seals (Gaskets) for Join-ing Plastic PipeF545 Specification for PVC and ABS Injected Solvent Ce-mented Plastic Pipe Joints (Withdrawn 2001)3F913 Specification for Thermoplastic Elastomeric Seals(Gaskets) for

22、Joining Plastic PipeF1668 Guide for Construction Procedures for Buried PlasticPipe2.2 AASHTO Standard:4AASHTO M145 Classification of Soils and Soil AggregateMixtures3. Terminology3.1 GeneralDefinitions used in this practice are in accor-dance with Terminologies F412 and D8 and Terminology D653unless

23、 otherwise indicated.3.2 Definitions:3.2.1 Terminology D653 definitions used in this standard:3.2.2 compaction curve (Proctor curve) (moisture-densitycurve)the curve showing the relationship between the dryunit weight (density) and the water content of a soil for a givencompactive effort.3.2.3 maxim

24、um unit weightthe dry unit weight defined bythe peak of a compaction curve.3.2.4 optimum water contentthe water content at which asoil can be compacted to a maximum dry unit weight by agiven compactive effort.3.2.5 percent compactionthe ratio, expressed as apercentage, of: (1) dry unit weight of a s

25、oil, to (2) maximumunit weight obtained in a laboratory compaction test.3.3 Definitions of Terms Specific to This Standard:3.3.1 aggregatea granular material of mineral composi-tion such as sand, gravel, shell, slag or crushed stone (seeTerminology D8).3.3.2 deflectionany change in the inside diamet

26、er of thepipe resulting from installation and imposed loads. Deflectionmay be either vertical or horizontal and is usually reported asa percentage of the base (undeflected) inside pipe diameter.3.3.3 engineerthe engineer in responsible charge of thework or his duly recognized or authorized represent

27、ative.3.3.4 foundation, bedding, haunching, initial backfill, finalbackfill, pipe zone, excavated trench widthSee Fig. 1 formeaning and limits, and trench terminology.3.3.5 manufactured aggregatesaggregates such as slagthat are products or byproducts of a manufacturing process, ornatural aggregates

28、that are reduced to their final form by amanufacturing process such as crushing.3.3.6 modulus of soil reaction (E)an empirical value usedin the Iowa deflection formula that defines the stiffness of thesoil embedment around a buried pipe3.3.7 open-graded aggregatean aggregate that has a par-ticle siz

29、e distribution such that, when it is compacted, the voidsbetween the aggregate particles, expressed as a percentage ofthe total space occupied by the material, are relatively large.3.3.8 processed aggregatesaggregates that are screened,washed, mixed, or blended to produce a specific particle sizedis

30、tribution.3.3.9 secant constrained soil modulus (Ms)- a value forsoil stiffness determined as the secant slope of the stress-straincurve of a one-dimensional compression test; Mscan be usedin place of E in the Iowa deflection formula.3.3.10 standard proctor densitythe maximum dry unitweight of soil

31、compacted at optimum moisture content, asobtained by laboratory test in accordance with Test MethodsD698.4. Significance and Use4.1 This practice is for use by designers and specifiers,installation contractors, regulatory agencies, owners, and in-spection organizations who are involved in the constr

32、uction of3The last approved version of this historical standard is referenced onwww.astm.org.4Available from American Association of State Highway and TransportationOfficials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,http:/www.transportation.org.* See 7.6 Minimum CoverFIG. 1

33、Trench Cross SectionD2321 182sewers and other gravity-flow applications that utilize flexiblethermoplastic pipe. As with any standard practice, modifica-tions may be required for specific job conditions or for speciallocal or regional conditions. Recommendations for inclusion ofthis practice in cont

34、ract documents for a specific project aregiven in Appendix X2.5. Materials5.1 ClassificationSoil types used or encountered in bury-ing pipes include those classified in Table 1 and natural,manufactured, and processed aggregates. The soil classifica-tions are grouped into soil classifications in Tabl

35、e 2 based onthe typical soil stiffness when compacted. Class I indicates asoil that generally provides the highest soil stiffness at anygiven percent compaction, and provides a given soil stiffnesswith the least compactive effort. Each higher-number soil classprovides successively less soil stiffnes

36、s at a given percentcompaction and requires greater compactive effort to provide agiven level of soil stiffnessNOTE 4See Practices D2487 and D2488 for laboratory and fieldvisual-manual procedures for identification of soils.NOTE 5Processed materials produced for highway construction,including coarse

37、 aggregate, base, subbase, and surface coarse materials,when used for foundation, embedment, and backfill, should be categorizedin accordance with this section and Table 1 in accordance with particlesize and gradation.5.2 Installation and UseTable 3 provides recommenda-tions on installation and use

38、based on soil classification andlocation in the trench. Soil Classes I to IV should be used asrecommended in Table 3. Soil Class V, including clays and siltswith liquid limits greater than 50, organic soils, and frozensoils, shall be excluded from the pipe-zone embedment.5.2.1 Class IClass I materia

39、ls provide maximum stabilityand pipe support for a given percent compaction due to the lowcontent of sand and fines. With minimum effort these materialscan be installed at relatively high-soil stiffnesses over a widerange of moisture contents. In addition, the high permeabilityof Class I materials m

40、ay aid in the control of water, and thesematerials are often desirable for embedment in rock cuts wherewater is frequently encountered. However, when ground-waterflow is anticipated, consideration should be given to thepotential for migration of fines from adjacent materials into theopen-graded Clas

41、s I materials. (See X1.8.)5.2.2 Class IIClass II materials, when compacted, providea relatively high level of pipe support; however, open-gradedgroups may allow migration and the sizes should be checkedfor compatibility with adjacent material. (See X1.8.)5.2.3 Class IIIClass III materials provide le

42、ss support fora given percent compaction than Class I or Class II materials.Higher levels of compactive effort are required and moisturecontent must be near optimum to minimize compactive effortand achieve the required percent compaction. These materialsprovide reasonable levels of pipe support once

43、 proper percentcompaction is achieved.5.2.4 Class IVClass IV materials require a geotechnicalevaluation prior to use. Moisture content must be near opti-mum to minimize compactive effort and achieve the requiredpercent compaction. Properly placed and compacted, Class IVmaterials can provide reasonab

44、le levels of pipe support;however, these materials may not be suitable under high fills,surface-applied wheel loads, or under high-energy-level vibra-tory compactors and tampers. Do not use where water condi-tions in the trench may prevent proper placement and compac-tion.NOTE 6The term “high energy

45、 level vibratory compactors andtampers” refers to compaction equipment that might deflect or distort thepipe more than permitted by the specifications or the manufacturer.5.2.5 Class VClass V materials should be excluded frompipe-zone embedment.5.3 Moisture Content of Embedment MaterialsThe mois-tur

46、e content of embedment materials must be controlled topermit placement and compaction to required levels. For soilswith low permeability (that is, Class III and Class IV and someborderline Class II soils), moisture content is normally con-trolled to 6 3 % of optimum (see Test Method D698). Thepracti

47、cality of obtaining and maintaining the required limits onmoisture content is an important criterion for selectingmaterials, since failure to achieve required percent compaction,especially in the pipe zone embedment, may result in excessivedeflection.5.4 Maximum Particle SizeMaximum particle size fo

48、rembedment is limited to material passing a 112-in. (37.5-mm)sieve (see Table 2). To enhance placement around smalldiameter pipe and to prevent damage to the pipe wall, a smallermaximum size may be required (see X1.9). When final backfillcontains rocks, cobbles, etc., the engineer may require greate

49、rinitial backfill cover levels (see Fig. 1).6. Trench Excavation6.1 GeneralProcedures for trench excavation that areespecially important in flexible thermoplastic pipe installationsare given herein.6.1.1 ExcavationExcavate trenches to ensure that sideswill be stable under all working conditions. Slope trench wallsor provide supports in conformance with all local and nationalstandards for safety. Open only as much trench as can be safelymaintained by available equipment. Backfill all trenches assoon as practicable, but not later than the end of