ASTM C1644-2006(2017) Standard Specification for Resilient Connectors Between Reinforced Concrete On-Site Wastewater Tanks and Pipes《钢筋混凝土现场污水池和管道间弹性接头的标准规格》.pdf

《ASTM C1644-2006(2017) Standard Specification for Resilient Connectors Between Reinforced Concrete On-Site Wastewater Tanks and Pipes《钢筋混凝土现场污水池和管道间弹性接头的标准规格》.pdf》由会员分享，可在线阅读，更多相关《ASTM C1644-2006(2017) Standard Specification for Resilient Connectors Between Reinforced Concrete On-Site Wastewater Tanks and Pipes《钢筋混凝土现场污水池和管道间弹性接头的标准规格》.pdf（5页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C1644 06 (Reapproved 2017)Standard Specification forResilient Connectors Between Reinforced Concrete On-SiteWastewater Tanks and Pipes1This standard is issued under the fixed designation C1644; the number immediately following the designation indicates the year oforiginal adoption or, i

2、n 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 specification covers the minimum performance andmaterial requirements for res

3、ilient connectors used for connec-tions between reinforced concrete tanks used for septic effluenttreatment/detention, including those referenced in Specifica-tions C913 and C1227.1.1.1 These connectors are designed to eliminate leakagebetween the pipe(s) and tank.1.2 A complete metric companion to

4、Specification C1644has been developedC1644M; therefore, no metric equiva-lents are presented in this specification.NOTE 1This specification covers the design, material, and perfor-mance of the resilient connection only. Connections covered by thisspecification are adequate for hydrostatic pressures

5、up to 5 psi (11.5 ft)without leakage when tested in accordance with Section 7. Infiltration orexfiltration quantities for an installed system are dependent upon manyfactors other than the connectors between tanks and pipes, and allowablequantities must be covered by other specifications and suitable

6、 testing ofthe installed pipe and system.1.3 The following precautionary caveat pertains only to thetest methods portion, Section 7, of this specification. Thisstandard does not purport to address all of the safety concerns,if any, associated with its use. It is the responsibility of the userof this

7、 standard to establish appropriate safety, health, andenvironmental practices and determine the applicability ofregulatory limitations prior to use.1.4 This international standard was developed in accor-dance with internationally recognized principles on standard-ization established in the Decision

8、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:2A240/A240M Specification for Chromium and Chromium-Nickel Stainless Steel Plate, Sheet

9、, and Strip for PressureVessels and for General ApplicationsC822 Terminology Relating to Concrete Pipe and RelatedProductsC913 Specification for Precast Concrete Water and Waste-water StructuresC1227 Specification for Precast Concrete Septic TanksD395 Test Methods for Rubber PropertyCompression SetD

10、412 Test Methods for Vulcanized Rubber and Thermoplas-tic ElastomersTensionD471 Test Method for Rubber PropertyEffect of LiquidsD543 Practices for Evaluating the Resistance of Plastics toChemical ReagentsD573 Test Method for RubberDeterioration in an AirOvenD624 Test Method for Tear Strength of Conv

11、entional Vul-canized Rubber and Thermoplastic ElastomersD746 Test Method for Brittleness Temperature of Plasticsand Elastomers by ImpactD883 Terminology Relating to PlasticsD1149 Test Methods for Rubber DeteriorationCracking inan Ozone Controlled EnvironmentD1566 Terminology Relating to RubberD2240

12、Test Method for Rubber PropertyDurometer Hard-ness3. Terminology3.1 Definitions:3.1.1 Terms relating to plastics and rubber shall be asdefined in Terminologies D883 and D1566, respectively.1This specification is under the jurisdiction ofASTM Committee C27 on PrecastConcrete Products and is the direc

13、t responsibility of Subcommittee C27.30 on Waterand Wastewater Containers.Current edition approved Nov. 1, 2017. Published November 2017. Originallyapproved in 2006. Last previous edition approved in 2011 as C1644 06(2011).DOI: 10.1520/C1644-06R17.2For referenced ASTM standards, visit the ASTM websi

14、te, 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.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States

15、This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade

16、 (TBT) Committee.13.1.2 Terms relating to precast concrete tanks, and relatedproducts shall be as defined in Terminology C822 and asmodified in 3.1.3 3.1.5.3.1.3 connectorthe entire assembly including resilientseals and metallic or nonmetallic mechanical devices, if any,used therein.3.1.4 pipethe in

17、let or outlet pipe connected to the tank.3.1.5 pipe stuba short section of pipe, installed in thestructure as an inlet or outlet pipe, for future connection.4. Materials and Manufacture4.1 All materials shall be suitable for use in sanitary sewageapplications.4.1.1 Resilient MaterialsResilient mater

18、ials for connec-tors shall be manufactured from natural or synthetic materialsand shall conform to the requirements prescribed in Table 1and 4.1. If a splice is used in the manufacture of the seal, itsstrength shall be such that the splice can withstand a 180 bendwith no visible separation.4.1.2 Mec

19、hanical DevicesExpansion rings, tension bands,and take-up devices used for mechanically compressing theresilient portion of the connector against the pipe, or tank shallbe made from a material or materials in combination that willensure durability, strength, resistance to corrosion, and haveproperti

20、es that will ensure continued resistance to leakage. Allmetallic mechanical devices, including castings and bolt as-semblies used in or with the connector shall be constructed ofseries 300 stainless steel in accordance with SpecificationA240/A240M.NOTE 2Experience has shown that successful performan

21、ce of thisproduct depends on the type of bedding and backfill and the care in thefield installation of the tank and connecting pipes. The owner is cautionedto require inspection at the construction site.5. Principles of Design5.1 The design of the connector shall be such that positiveseal is accompl

22、ished at two locations: (1) between the connec-tor and the tank and (2) between the connector and the pipe.The seal between the connector and the tank, and between theconnector and the pipe, may be made by any suitable anddurable means, provided that it meets the requirements ofTable 1 and Section 7

23、.5.2 Purchaser shall require that all pipe stubs installed, toallow for future connection to the structure, be mechanicallyrestrained from movement by means of, and in addition to, theresilient connectors.6. Basis of Acceptance6.1 Each connector design shall be tested in accordancewith the requireme

24、nts of Section 7. For connectors into whichmore than one pipe size may be installed, each pipe size shallbe tested independently.6.2 The acceptability of the resilient connector shall bedetermined by the results of the physical tests prescribed in thisspecification, and by inspection, to determine w

25、hether theconnector conforms to the specification with regards to designand freedom from defects.6.3 When requested, a current certification shall be fur-nished as the basis of acceptance. The certification shall consistof the connector manufacturers test report, or statement by themanufacturer, acc

26、ompanied by a copy of the test results, thatthe resilient connector has been tested and inspected inaccordance with the provisions of Table 1 and Section 7.NOTE 3Certification shall be deemed current, if it represents presentdesign, and bears a date that is no more than five years older than thecurr

27、ent date.7. Test Methods and Requirements7.1 The intent of these tests is to demonstrate resistance ofthe tank/connector/pipe interface to hydrostatic infiltration andexfiltration. The test report shall clearly define the specificmethods used in testing so that these may be readily under-stood.7.2 I

28、nstall the connector(s) to be tested into a tank or into aprecast wall test section. Install the pipe(s) according to thedirections of the connector manufacturer. Seal the test tank orsection so that test pressure can be applied to the entire areaaround the section, connector, and pipe. Testing shal

29、l beperformed either by installing two connectors oriented inTABLE 1 Resilient Material TestsTest Test RequirementsAASTM Test MethodChemical Resistance1 N sulfuric acid No weight loss D543, at 22C for 48 h1 N hydrochloric acid No weight lossTensile strength 1000 psi, min D412Elongation at break 350

30、%, minHardnessB5 from manufacturers specified hardness D2240 (Type A Durometer)Accelerated oven-aging Decrease of 15 %, max, of original tensile strength,Decrease of 20 %, max, of original elongationD573, 70 1C for 7 daysCompression set Decrease of 25 %, max, of original deflection D395, method B, a

31、t 70C for 22 hWater absorption Increase of 10 %, max, of original by weight D471, immerse 0.75 by 2 in. specimenin distilled water at 70C for 48 hOzone resistance Rating 0 D1149Low-temperature brittle point No fracture at 40C D746Tear resistance 150 lbf/in., min. D624, Die BASpecimens shall be prepa

32、red from connector specimens, and shall not be prepared from laboratory slabs or by direct molding.BThe connector manufacturer shall select the hardness appropriate for each component of the connector. Thereafter, the hardness shall comply within the tolerances inTable 1.C1644 06 (2017)2opposite dir

33、ections (bi-directional) and testing both simultane-ously under each condition below, or by applying infiltrationand exfiltration test pressure in series to a single connector/pipe/wall section under each condition below. Hydrostaticpressure shall be 5 psi at the pipe centerline of the highestconnec

34、tor. Each condition below shall be tested for a period of5 min with infiltration and 5 min with exfiltration test pressure.In simultaneous bi-directional testing, only one 5-min test shallbe required. Gages used for this testing shall be in currentcalibration traceable to NIST and have a maximum lim

35、it of nomore than 15 psi. If a water column is used, it shall measure noless than 11.5 ft in height to the centerline of the highestconnector. If the connector permits more than one pipe size,O.D., or type to be installed, each pipe size, O.D., or type shallbe individually tested and certified to th

36、e requirements ofSection 7.7.3 Required Tests:7.3.1 Straight Alignment of the Pipe(s)With the pipe(s)aligned to the test wall section at 90, the connector(s) shall besubjected to infiltration and exfiltration test pressures for aperiod of 5 min in each condition.7.3.2 Axial Deflection of the Pipe(s)

37、The pipe(s) shall beaxially deflected at least 7 in any direction and the connec-tor(s) shall be subjected to infiltration and exfiltration testpressures for a period of 5 min in each condition.7.3.3 Shear Loading of the Pipe(s)Aconstant vertical loadof 50 lb/in. pipe diameter shall be applied at a

38、point 12-in. fromthe structure wall. The end of the pipe shall be supported at apoint 24-in. from the structure wall. Both the load and thesupport shall utilize a radiused form at least 2-in. wide andclosely fitting the outside diameter of the test pipe section forat least 120 of its circumference t

39、o prevent collapse of the pipesection. After application of the constant load, the connector(s)shall be subjected to infiltration and exfiltration test pressuresfor a period of 5 min in each condition.NOTE 4Fig. 1 shows one method of performing these tests. Anysuitable method may be used, provided t

40、hat all required tests areperformed.7.3.4 WarningIt is suggested that hydrostatic pressure berelieved while changes are made between different test condi-tions.7.4 Leakage shall be construed to mean freely drippingwater emanating at the interface between the connector and thestructure or the pipe, o

41、r through the body of the connectoritself.7.5 Moisture appearing at random locations or at the base ofthe outlet in the form of patches or beads adhering to thesurfaces shall not be considered leakage.7.6 A delay of up to 24 h is not prohibited prior to makingobservations of leakage.8. Product Marki

42、ng8.1 Each connector shall be marked permanently and leg-ibly by the connector manufacturer with his trade name and thesize designation or part number.9. Keywords9.1 definitions; design test method; marking; material re-quirements acceptance criteria; product marking; resilientconnectorC1644 06 (201

43、7)3FIG. 1 Suggested Methodology for Hydrostatic TestingC1644 06 (2017)4ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of

44、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 reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are

45、 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 theresponsible technical committee, which you may attend. If you feel that your comments have not rece

46、ived 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, West Conshohocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) o

47、f 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 Copyright Clearance Center, 222Rosewood Drive, Danvers, MA 01923, Tel: (978) 646-2600; http:/ 06 (2017)5