1、AMERICAN NATIONAL ANSI/ASTM D 2316-75 Standard Recommended Practice for INSTALLING BITUMINIZED FIBER DRAIN AND SEWER PIPE1 This Standard is issued under the fixed designation D 2316;the number immediately following the designation indicates the year of original adoption or,in the case of revision,th
2、e year of last revision.A number in parentheses indicates the year of last reapproval.1.Scope 1.1 This recommended practice describes the installation of bituminized fiber drain and sewer pipe conforming to the requirements of Specification D 1861 or D 1862,in either sta-ble or unstable soils.The pu
3、rpose is to se-cure,through proper installation,the maxi-mum service performance of the pipe.Instal-lation below the normal water table is not recommended.2.Applicable Documents 2.1 ASTM Standards:D 1861 Specification for Homogeneous Bi-tuminized fiber Drain and Sewer Pipe2 D 1862 Specification for
4、Laminated-Wall Bituminized Fiber Drain and Sewer Pipe2 D 2487 Classification of Soils for Engineer-ing Purposes3 D3356 Specification for Fittings for Bitu-minized Fiber Drain and Sewer Pipe2 3.Preparation of Trench(see Fig.1)3.1 The object is to provide a trench bot-tom of uniform firmness to receiv
5、e the bed-ding material.Minimum recommended depth is 760 mm(30 in.).It is recommended that the excavation be carried to a minimum depth of 150 mm(6 in.)below the finished pipe grade.If the excavation reveals large stones above trench grade,remove the stones.If the trench is excavated more than 150 m
6、m(6 in.)below trench grade,for example,in crossing over-size excavation for foundations or septic tanks,etc.,bring it back to trench grade with well-compacted layers of select material.Se-lect(stable)material includes coarse angular sand,gravel,pea stone,crushed stone,crushed slag,crushed shell,and
7、crushed coral,or coarse-grained soils as described in Classification D 2487,Fig.1,Soils Classifica-tion Chart.The particles should not exceed approximately 25 mm(1 in.)in size.Select material should be free from frozen earth,large hard clods,large stones,vegetable mat-ter,or other debris.3.2 On-site
8、 materials should be used for bedding and encasing only when tests indi-cate that these on-site materials are of compa-rable stability to those materials listed in 3.1.3.3 The width of the trench should be suffi-cient to afford ample room for laying and jointing the pipe.Owing to the simplicity of t
9、he jointing process for bituminized fiber pipe,the trench width at the level of the top of the pipe need not exceed 460 mm(18 in.).4.Bedding the Pipe(see Fig.1)4.1 Place select material on the trench bot-tom,bringing the level slightly above the fin-ished grade.Work the bedding sufficiently to elimi
10、nate all voids and compact well to a minimum of 150 mm(6 in.).Compaction by foot-tamping is sufficient.5.Laying the Pipe 5.1 Use only undamaged pipe in the instal-This recommended practice is under the jurisdiction of ASTM Committee D-8 on Bituminous and Polymeric Materials for Roofing,Waterproofing
11、,and Industrial Uses.Current edition approved Nov.28,1975.Published January 1976.Originally published as D 2316-64T.Last previous edition D 2316-69.2 Annual Book of ASTM Standards,Part 15.3 Annual Book of ASTM Standards,Part 19.616 NOTICE:This standard has either been superseded and replaced by a ne
12、w version or withdrawnContact ASTM International(www.astm.org)for the lastest informationD2316 lation.Clean the interior of the pipe of any trash or dirt that may be present,and wipe clean all machine-tapered joints just before jointing.Do not use jointing substance or lubricant on the tapered surfa
13、ces of the joint.Do not place the pipe on blocks,large stones,or other hard objects to establish grade.Use only select bedding material.5.2 If there is surface water in the trench,start laying at the street or septic tank,and proceed in the upstream direction to the building drain.If the trench is d
14、ry,laying may proceed in either direction.5.3 Connect the line to the street sewer and the building drain by appropriate adapt-ers manufactured for this purpose and con-forming to the requirements of Specification D 3356.5.4 When the adapter has been connected to the street sewer or building drain,i
15、nsert the first length of pipe with a coupling on the opposite end.Place a block of wood against the coupling to protect it against damage while driving.Never place the block against the tapered end of the pipe.A medium-weight hammer(approximately 1.8 kg(4 lb)should be used to drive the coupling and
16、 pipe until they are firmly seated.5.5 Follow with a second length of pipe and a coupling,and proceed as before.Con-tinue until the final connection has been made.In laying,work the lengths of pipe into the bedding until they are at finished pipe grade.5.6 If special lengths of pipe are required,the pipe should be cut to length with a coarse-toothed saw.Wetting the saw with cool water will prevent the saw from clogging.If the cut pipe is to be connected to a coupling or a fitting with a machine-
