1、Designation: F2510/F2510M 07 (Reapproved 2013)F2510/F2510M 17 An American National StandardStandard Specification forResilient Connectors Between Reinforced Concrete ManholeStructures and Corrugated High Density PolyethyleneDrainage Dual- and Triple-Wall Polyethylene andPolypropylene Pipes1This stan
2、dard is issued under the fixed designation F2510/F2510M; the number immediately following the designation indicates the yearof original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval.A superscript epsilon () indicates an
3、 editorial change since the last revision or reapproval.1. Scope Scope*1.1 This specification covers the design, material, and minimum performance requirements of resilient connectors used forconnections between reinforced concrete structures conforming to Specifications C478 and C913 to annular cor
4、rugated profile wallhigh density polyethylene (HDPE) drainage and sewer pipe conforming to AASHTO M252 or SpecificationM252, M294, andM330 or Specifications F2306/F2306M, F2648/F2648M, F2736, F2763, F2764/F2764M, and F2947/F2947M.1.1.1 These connectors are designed to provide a positive seal between
5、 the pipe and manholes or other structures subjected tointernal and external hydrostatic pressures less than 10.8 psi 74 KPa.1.1.2 Testing under this standard is limited to hydrostatic pressures. Alternate air and vacuum pressure testing involve uniquetesting protocols and are not addressed under th
6、is standard.1.1.3 Testing under this standard is conducted in a laboratory as a proof of design certification.Actual field performance testingwould be accomplished and accepted under individual project performance standards or pipeline acceptance criteria, which isoutside the scope of this standard.
7、NOTE 1Infiltration or exfiltration quantities for an installed system are dependent upon many factors other than the connections between manholestructures and pipe, and allowable quantities must be covered by other specifications and suitable testing of the installed pipeline and system.NOTE 2This s
8、pecification may be applied to other types of plastic drainage pipe. Consult with manufacturer of pipe for applicability to this standard.1.2 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text the SI unitsare shown in brackets. The val
9、ues stated in each system may not be exact equivalents: therefore, each system shall be usedindependently of the other. Combining values from the two systems may result in non-conformance with the standard.1.3 The following precautionary caveat pertains only to the test methods portion, Section 7. T
10、his standard does not purport toaddress all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establishappropriate safety safety, health, and healthenvironmental practices and determine the applicability of regulatory limitations priort
11、o use. For a specific precaution statement, see 7.2.3.1.4 This international standard was developed in accordance with internationally recognized principles on standardizationestablished in the Decision on Principles for the Development of International Standards, Guides and Recommendations issuedby
12、 the World Trade Organization Technical Barriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2A493 Specification for Stainless Steel Wire and Wire Rods for Cold Heading and Cold ForgingA666 Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plat
13、e, and Flat BarC478 Specification for Circular Precast Reinforced Concrete Manhole SectionsC822 Terminology Relating to Concrete Pipe and Related ProductsC913 Specification for Precast Concrete Water and Wastewater StructuresD624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Th
14、ermoplastic Elastomers1 This specification is under the jurisdiction of ASTM Committee F17 on Plastic Piping Systems and is the direct responsibility of Subcommittee F17.20 on Joining.Current edition approved Feb. 1, 2013Dec. 1, 2017. Published February 2013.February 2018. Originally approved in 200
15、6. Last previous edition approved in 20072013as F2510/F2510M07. 07 (2013). DOI: 10.1520/F2510_F2510M-07R13.10.1520/F2510_F2510M-17.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume informat
16、ion, refer to the standards Document Summary page on the ASTM website.This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Becauseit may not be technically possible to adequately depic
17、t all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official document.*A Summary of Changes section appears at the end of this standardCopyright ASTM Internationa
18、l, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1D746 Test Method for Brittleness Temperature of Plastics and Elastomers by ImpactD1566 Terminology Relating to RubberF412 Terminology Relating to Plastic Piping SystemsF477 Specification for Elastomeric Seals (Gas
19、kets) for Joining Plastic PipeF2306/F2306M Specification for 12 to 60 in. 300 to 1500 mm Annular Corrugated Profile-Wall Polyethylene (PE) Pipe andFittings for Gravity-Flow Storm Sewer and Subsurface Drainage ApplicationsF2648/F2648M Specification for 2 to 60 inch 50 to 1500 mm Annular Corrugated Pr
20、ofile Wall Polyethylene (PE) Pipe andFittings for Land Drainage ApplicationsF2736 Specification for 6 to 30 in. (152 To 762 mm) Polypropylene (PP) Corrugated Single Wall Pipe And Double Wall PipeF2763 Specification for 12 to 60 in. 300 to 1500 mm Dual and Triple Profile-Wall Polyethylene (PE) Pipe a
21、nd Fittings forSanitary Sewer ApplicationsF2764/F2764M Specification for 6 to 60 in. 150 to 1500 mm Polypropylene (PP) Corrugated Double and Triple Wall Pipe andFittings for Non-Pressure Sanitary Sewer ApplicationsF2947/F2947M Specification for 150 to 1500 mm 6 to 60 in. Annular Corrugated Profile-W
22、all Polyethylene (PE) Pipe andFittings for Sanitary Sewer Applications2.2 Other Standards:3M 252M252 Standard Specification for Corrugated Polyethylene Drainage Pipe 75 to 250 mm DiameterM294 Standard Specification for Corrugated Polyethylene Pipe, 300- to 1500-mm (12- to 60-in.) DiameterM330 Standa
23、rd Specification for Polypropylene Pipe, 300- to 1500-mm (12- to 60-in.) Diameter3. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 Terms relating to plastics and rubber shall be as defined in Terminologies F412 and D1566, respectively.3.1.2 Terms relating to precast concrete man
24、holes and related products shall be as defined in Terminology C822 and as modifiedin 3.2, 3.3, and 3.4.3.2 connectorthe entire assembly including resilient seals and metallic or nonmetallic mechanical devices, if any, usedtherein.3.3 pipethe inlet or outlet pipe connected to the manhole.3.4 pipe stu
25、ba short section of pipe, installed in the structure as an inlet or outlet pipe, for future connection.4. Materials and Manufacture4.1 All materials shall conform to the following requirements:4.1.1 Resilient materials for connectors and filler rings shall be manufactured from natural or synthetic r
26、ubber and shall conformto the requirements prescribed in Specification F477, Section 6, Low Head Physical Requirements for Elastomeric Seals for PlasticPipe.4.1.2 Low Temperature Brittle Point. Low Temperature Brittle Point. Resilient materials for connectors shall display no fractureat -40F -40C40
27、F 40 C when tested in accordance with Test Method D746.4.1.3 Tear Resistance. Tear Resistance. Resilient materials for connectors shall meet a minimum tear resistance of 200 lbf/in34 kN/m when tested in accordance with Test Method D624 with a nicked Die B.4.2 Mechanical DevicesMechanical DevicesExpa
28、nsion Expansion rings, tension bands, and take-up devices used formechanically compressing the resilient portion of the connector against the pipe, manhole or structure shall be made from amaterial or materials in combination that will ensure durability, strength, resistance to corrosion, and have p
29、roperties that willensure continued resistance to leakage. All metallic mechanical devices, including castings and bolt assemblies used tomechanically deform resilient materials shall be constructed of corrosion resistant materials meeting the physical properties andchemical composition requirements
30、 of Type 300 series within Specifications A493 and A666.NOTE 3Experience has shown that successful performance of this product depends on the type of bedding and backfill and the care in the fieldinstallation of the manhole or structure and connecting pipes. The owner is cautioned to require inspect
31、ion at the construction site.5. Principles of Design5.1 The design of the connector shall be such that positive seal is accomplished at two locations: (1) between the connectorand the wall of the manhole or structure and (2) between the connector and the pipe.5.1.1 The seal between the connector and
32、 the wall of the manhole or structure shall be made by either mechanical means,compression of the resilient material between the outside surface of the pipe and the pipe opening in the wall of the manhole orstructure, or by casting the connector integrally with the wall of the manhole or structure.3
33、 Available from American Association of State Highway and Transportation Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,http:/www.transportation.org.F2510/F2510M 1725.1.2 The seal between the connector and the pipe shall be made by mechanical means or by compression of t
34、he resilientmaterial against the outside of the pipe.5.1.3 Due to the corrugated or curvature of the outer wall of the pipe, resilient filler rings are not prohibited from being usedbetween the pipe and the connector to provide a seal.5.2 The connector shall be capable of maintaining a resilient, hy
35、drostatic seal under the performance conditions in Section 7.Devices used to effect mechanical seals shall conform to the requirements specified in Section 4.5.3 If so fabricated, all pipe stubs installed to allow for future connection to the manhole or structure shall be mechanicallyrestrained from
36、 movement by means of, and in addition to, the resilient connectors. Movement of these optional stubs will affectthe results of the test6. Basis of Acceptance6.1 For diameter 36 in. 900 mm and smaller, at least one connector shall be tested for each 6 in. 150 mm increment indiameter. For diameters l
37、arger than 36 in. 900 mm, at least one connector shall be tested for each 12 in. 300 mm increment indiameter.6.2 The acceptability of the resilient connector shall be determined by the results of the physical tests prescribed in thisspecification, if and where required, and by inspection, to determi
38、ne whether the connector conforms to the specification withregards to design and freedom from defects defects.6.3 When requested, a current certification shall be furnished as the basis of acceptance. The certification shall consist of theconnector manufacturers test report, or statement by the manu
39、facturer, accompanied by a copy of the test results, that the resilientconnector has been tested and inspected in accordance with the provisions of Section 4 and Section 7. Each certification sofurnished shall be signed by the connector manufacturer or an authorized agent, such as an independent pro
40、fessional engineer, whohas witnessed the testing.NOTE 4Certification shall be deemed current, if it represents present design, and bears a date that is no more than five years older than the currentdate.7. Test Methods and Requirements7.1 Install a pipe(s) and the resilient connector(s) to be tested
41、 in the base section of a manhole or structure per the pipe andconnector manufacturersrecommendations. Subject the assembly to the prescribed hydrostatic pressure in 7.2 at the centerline ofthe connector for a period of 10 min. for each test condition. Restrain the pipe against axial movement during
42、 the tests.NOTE 5The user of this specification is advised that all safety requirements and procedures should be reviewed prior to the test.7.2 There shall be no leakage under any of the following conditions:7.2.1 Straight alignment of the pipe(s) subjected to a hydrostatic pressure of 10.8 psi 74 k
43、Pa for 10 min.7.2.2 Axial misalignment of the pipe(s). Upon completion of the test in 7.2.1 the pipe(s) shall be adjusted to provide a minimumangular misalignment of 7 in any direction from the straight alignment axis and subjected to a hydrostatic pressure of 10.8 psi74 kPa for 10 min.7.2.3 Deflect
44、ion of pipe from loading. Upon completion of the test in 7.2.2, return pipes to straight alignment and apply a loadto the pipe until the outside diameter of the pipe has been deflected by 5%.5 %. The load shall be applied a distance of one-halfthe pipe diameter from the manhole or structure wall. Th
45、e deflection shall be calculated at the point where the load is applied.Subject the pipe(s) and structure to a hydrostatic pressure of 10.8 psi 74 kPa for 10 min.NOTE 6The 5%5 % deflection criterion should not be considered as a limitation with respect to in-use deflection.7.2.4 For safety purposes
46、and ease of set-up, pressure is not prohibited from being relieved while deflecting or loading testsections.7.3 Leakage shall be construed to mean freely dripping water emanating at the interface between the connector and base of themanhole or structure, or the pipe; between the connector and the fi
47、ller rings; or through the body of the connector and the fillerrings; or through the body of the connector itself.8. Product Marking8.1 Each connector shall be marked legibly by the connector manufacturer with their trade name and the size, designation orpart number.8.2 Any additional markings or co
48、lor designations shall be agreed upon by the pipe and connector supplier.9. Quality Assurance9.1 When the product is marked with this designation, “ASTM F2510”, the manufacturer affirms that the product wasmanufactured, inspected sampled and tested in accordance with this specification and has been
49、found to meet the requirements ofthis specification. When specified in the purchase order or contract, a report of the test results shall be furnished.F2510/F2510M 17310. Keywords10.1 corrugated HDPE pipe; corrugated PP pipe; design test method; hydrostatic testing; leakage tests; manholes; resilientconnectors; sealsSUMMARY OF CHANGESCommittee F17 has identified the location of selected changes to this standard since the last issue(F2510/F2510M07 (2013) that may impact the use of this standard.(1) Addition of AASHTO M294 an
