ASTM F2536-2006b(2011) Standard Guide for Installing Plastic DWV Piping Suspended from On-Grade Slabs《安装悬吊于等内板材的塑料排水 排渣与放气管道的标准指南》.pdf

1、Designation: F2536 06b (Reapproved 2011)An American National StandardStandard Guide forInstalling Plastic DWV Piping Suspended from On-GradeSlabs1This standard is issued under the fixed designation F2536; the number immediately following the designation indicates the year oforiginal adoption or, in

2、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 guide provides procedures for the installation ofDWV piping in buildings that a

3、re built where soil conditionsrequire the use of pier or piling supported grade beamconstruction or in filled ground where the soil compaction isless than 95 %. These procedures are intended to ensure thatthe DWV piping suspended from the on grade concrete slabs isnot damaged or destroyed by movemen

4、t of the soil or fill underthe slab after the building is completed and occupied.1.2 In this type of construction, the area within the gradebeams is filled with soil up to a level that allows the concreteslab to be poured directly on the fill without a supporting form.In this process the sanitary wa

5、ste piping is installed bytrenching into the fill, and then putting hangers with supportrods on the pipes as they are installed. The hanger rodsextending upward must be long enough so that the top of therod will be embedded in and anchored in the concrete.1.3 The hanger rods are intended to provide

6、adequatestrength and corrosion resistance to assure long term service.1.4 The details of installation are intended to ensure that therods remain vertical, that they extend into the concrete anadequate amount and that the upper ends are terminated so thatthey have adequate “pull out” strength.1.5 The

7、 details of backfill are intended to limit or minimizethe loads on the a suspended piping. These loads result fromconsolidation or movement of the soil/fill beneath the slab.1.6 The values stated in inch-pound units are to be regardedas standard. No other units of measurement are included in thissta

8、ndard.1.7 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility 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. Refere

9、nced Documents2.1 ASTM Standards:2D653 Terminology Relating to Soil, Rock, and ContainedFluidsD2665 Specification for Poly(Vinyl Chloride) (PVC) PlasticDrain, Waste, and Vent Pipe and FittingsF412 Terminology Relating to Plastic Piping Systems3. Terminology3.1 GeneralDefinitions used in this guide a

10、re in accor-dance with Terminologies in F412 and D653 unless otherwiseindicated.3.2 Definitions of Terms Specific to This Standard:3.2.1 grade beamsconcrete beams around the perimeterof a building and within the building. They support the slabs,the exterior walls and interior bearing walls.3.2.2 pie

11、rs suspended DWV; underslabTABLE 1 Hanger RodsPipe Sizes Minimum Rod Size2 in. and smaller38 in.3 in. and 4 in.12 in.6in.58 in.8 in. and larger34 in.F2536 06b (2011)2ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin thi

12、s standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be

13、 reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresp

14、onsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, We

15、st Conshohocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org). Permission rights to photocopy the standard may also be secured from the ASTM website (www.astm.org/COPYRIGHT/).FIG. 1 Load Limiting MethodsF2536 06b (2011)3