ASTM A1107 A1107M-2017 Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures and Corrugated Steel Drainage Pipes《钢筋混凝土检修孔构造和波纹钢排水管间弹性接头的标准规.pdf

《ASTM A1107 A1107M-2017 Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures and Corrugated Steel Drainage Pipes《钢筋混凝土检修孔构造和波纹钢排水管间弹性接头的标准规.pdf》由会员分享，可在线阅读，更多相关《ASTM A1107 A1107M-2017 Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures and Corrugated Steel Drainage Pipes《钢筋混凝土检修孔构造和波纹钢排水管间弹性接头的标准规.pdf（3页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: A1107/A1107M 17Standard Specification forResilient Connectors Between Reinforced Concrete ManholeStructures and Corrugated Steel Drainage Pipes1This standard is issued under the fixed designation A1107/A1107M; the number immediately following the designation indicates theyear of origina

2、l adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of lastreapproval. A superscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers the design, material, and mini-mum perfo

3、rmance requirements of resilient connectors usedfor connections between reinforced concrete structures con-forming to Specifications C478 and C913 to corrugated steeldrainage pipe conforming to Specifications A760 or A762.1.1.1 These connectors are designed to provide a positiveseal between the pipe

4、 and manholes or other structuressubjected to internal and external hydrostatic pressures lessthan 10.8 psi 74 KPa.1.1.2 Testing under this standard is limited to hydrostaticpressures. Alternate air and vacuum pressure testing involveunique testing protocols and are not addressed under thisstandard.

5、1.1.3 Testing under this standard is conducted in a labora-tory as a proof of design certification. Actual field performancetesting would be accomplished and accepted under individualproject performance standards or pipeline acceptance criteria,which is outside the scope of this standard.NOTE 1Infil

6、tration or exfiltration quantities for an installed system aredependent upon many factors other than the connections between manholestructures and pipe, and allowable quantities must be covered by otherspecifications and suitable testing of the installed pipeline and system.1.2 The values stated in

7、either inch-pound units or SI unitsare to be regarded separately as standard. Within the text the SIunits are shown in brackets. The values stated in each systemmay not be exact equivalents: therefore, each system shall beused independently of the other. Combining values from thetwo systems may resu

8、lt in nonconformance with the standard.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 s

9、tandard to establish appropriate safety, health, andenvironmental practices and determine the applicability ofregulatory limitations prior to use. For a specific precautionstatement, see 7.2.4.1.4 This international standard was developed in accor-dance with internationally recognized principles on

10、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:A153/A153M Specification for Zinc Coating

11、(Hot-Dip) onIron and Steel HardwareA760 Specification for Corrugated Steel Pipe, Metallic-Coated for Sewers and DrainsA762 Specification for Corrugated Steel Pipe, Polymer Pre-coated for Sewers and DrainsB633 Specification for Electrodeposited Coatings of Zinc onIron and SteelB695 Specification for

12、Coatings of Zinc Mechanically De-posited on Iron and SteelC478 Specification for Circular Precast Reinforced ConcreteManhole SectionsC822 Terminology Relating to Concrete Pipe and RelatedProductsC913 Specification for Precast Concrete Water and Waste-water StructuresD624 Test Method for Tear Strengt

13、h of Conventional Vul-canized Rubber and Thermoplastic ElastomersD746 Test Method for Brittleness Temperature of Plasticsand Elastomers by ImpactD1566 Terminology Relating to RubberF412 Terminology Relating to Plastic Piping SystemsF477 Specification for Elastomeric Seals (Gaskets) for Join-ing Plas

14、tic Pipe3. Terminology3.1 Definitions:3.1.1 Terms relating to plastics and rubber shall be asdefined in Terminologies F412 and D1566, respectively.3.1.2 Terms relating to precast concrete manholes andrelated products shall be as defined in Terminology C822 andas modified in 3.2.3.3 to 3.4.1This test

15、 method is under the jurisdiction of ASTM Committee A05 onMetallic-Coated Iron and Steel Products and is the direct responsibility ofSubcommittee A05.17 on Corrugated Steel Pipe Specifications.Current edition approved Nov. 1, 2017. Published December 2017. DOI:10.1520/A1107_A1107M17.Copyright ASTM I

16、nternational, 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 in the Decision on Principles for theDevelopment of International Standar

17、ds, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.13.1.3 connectorthe entire assembly including resilientseals and metallic or nonmetallic mechanical devices, if any,used therein.3.1.4 lateralthe small diameter pipe connected to themain

18、 line pipe.3.1.5 pipethe inlet or outlet pipe connected to the man-hole.3.1.6 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 conform to the following require-ments:4.1.1 Resilient mater

19、ials for connectors and filler rings shallbe manufactured from natural or synthetic rubber and shallconform to the requirements prescribed in Specification F477,Section 6, Low Head Physical Requirements for ElastomericSeals for Plastic Pipe.4.1.2 Low Temperature Brittle Point. Resilient materials fo

20、rconnectors shall display no fracture at -40 F -40 C whentested in accordance with Test Method D746.4.1.3 Tear Resistance. Resilient materials for connectorsshall meet a minimum tear resistance of 200 lbf/in 34 kN/mwhen tested in accordance with Test Method D624 with anicked Die B.4.2 Mechanical Dev

21、icesExpansion rings, tension bands,and take-up devices used for mechanically compressing theresilient portion of the connector against the pipe, manhole orwastewater structure shall be made from a material or materialsin combination that will ensure durability, strength, resistanceto corrosion, and

22、have properties that will ensure continuedresistance to leakage. Bolts, nuts, and other threaded itemsused with joining systems shall be zinc coated by one of thefollowing processes: hot-dip process as provided in Specifica-tion A153/A153M; electroplating process as provided in Speci-fication B633,

23、Class Fe/Zn 8; or mechanical process asprovided in Specification B695, Class 8. Other hardware itemsused with coupling bands shall be zinc coated by one of thefollowing processes: hot-dip process as provided in Specifica-tion A153/A153M; electroplating process as provided in Speci-fication B633, Cla

24、ss Fe/Zn 25; or mechanical process asprovided in Specification B695, Class 25.NOTE 2Experience has shown that successful performance of thisproduct depends on the type of bedding and backfill and the care in thefield installation of the manhole or structure and connecting pipes. Theowner is cautione

25、d to require inspection at the construction site.5. Principles of Design5.1 The design of the connector shall be such that positiveseal is accomplished at two locations: (1) between the connec-tor and the wall of the manhole or structure and (2) between theconnector and the pipe.5.1.1 The seal betwe

26、en the connector and the wall of themanhole or structure shall be made by either mechanicalmeans, compression of the resilient material between theoutside surface of the pipe and the pipe opening in the wall ofthe manhole or structure, or by casting the connector integrallywith the wall of the manho

27、le or structure.5.1.2 The seal between the connector and the pipe shall bemade by mechanical means or by compression of the resilientmaterial against the outside of the pipe.5.1.3 Due to the corrugated outer wall of the pipe, resilientfiller rings are not prohibited from being used between the pipea

28、nd the connector to provide a seal.5.2 The connector shall be capable of maintaining aresilient, hydrostatic seal under the performance conditions inSection 7. Devices used to effect mechanical seals shallconform to the requirements specified in Section 4.5.3 If so fabricated, all pipe stubs install

29、ed to allow forfuture connection to the manhole or structure shall be mechani-cally restrained from movement by means of, and in additionto, the resilient connectors. Movement of these optional stubswill affect the results of the test.6. Basis of Acceptance6.1 For diameter 36 in. 900 mm and smaller,

30、 at least oneconnector shall be tested for each 6 in. 150 mm increment indiameter. For diameters larger than 36 in. 900 mm, at leastone connector shall be tested for each 12 in. 300 mmincrement in diameter.6.2 The acceptability of the resilient connector shall bedetermined by the results of the phys

31、ical tests prescribed in thisspecification, if and where required, and by inspection, todetermine whether the connector conforms to the specificationwith regards to design and freedom from defects.6.3 When requested, a current certification shall be fur-nished as the basis of acceptance. The certifi

32、cation shall consistof the connector manufacturers test report, or statement by themanufacturer, accompanied by a copy of the test results, thatthe resilient connector has been tested and inspected inaccordance with the provisions of Section 4 and Section 7.Each certification so furnished shall be s

33、igned by the connectormanufacturer or an authorized agent, such as an independentprofessional engineer, who has witnessed the testing.NOTE 3Certification shall be deemed current, if it represents presentdesign, and bears a date that is no more than five years older than thecurrent date.7. Test Metho

34、ds and Requirements7.1 Install a pipe(s) and the resilient connector(s) to betested in the base section of a manhole or structure. For jointsother than soil tight or silt tight, subject the assembly to theprescribed hydrostatic pressure in 7.2 at the centerline of theconnector for a period of 10 min

35、 for each test condition.Restrain the pipe against axial movement during the tests.NOTE 4The user of this specification is advised that all safetyrequirements and procedures should be reviewed prior to the test.7.2 There shall be no leakage under any of the followingconditions:7.2.1 Straight alignme

36、nt of the pipe(s) subjected to a hydro-static pressure of 10.8 psi 74 kPa for 10 min.7.2.2 Axial misalignment of the pipe(s). Upon completionof the test for straight alignment in 7.2.1 the pipe(s) shall beaxially deflected at least 7 in any direction and subjected to ahydrostatic pressure of 10.8 ps

37、i 74 kPa for 10 min.A1107/A1107M 1727.2.3 Deflection of pipe from loading. Upon completion ofthe test in 7.2.2, return pipes to straight alignment and apply aload to the pipe until the outside diameter of the pipe has beendeflected by 5%. The load shall be applied a distance ofone-half the pipe diam

38、eter from the manhole or structure wall.The deflection shall be calculated at the point where the load isapplied. Subject the pipe(s) and structure to a hydrostaticpressure of 10.8 psi 74 kPa for 10 min.7.2.4 For safety purposes and ease of set-up, pressure is notprohibited from being relieved while

39、 deflecting or loading testsections.7.3 Leakage shall be construed to mean freely drippingwater emanating at the interface between the connector andbase of the manhole structure, or the pipe; between theconnector and the filler rings; or through the body of theconnector and the filler rings; or thro

40、ugh the body of theconnector itself.8. Product Marking8.1 Each connector shall be marked legibly by the connectormanufacturer with his trade name and the size designation orpart number.8.2 Any additional markings or color designations shall beagreed upon by the pipe and connector supplier.9. Keyword

41、s9.1 definitions; design test method; material requirementsacceptance criteria; resilient connectorASTM 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 deter

42、mination 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 reviewed every five years andif not revised, either reapproved or

43、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 theresponsible technical committee, which you may attend. If you feel that

44、 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, West Conshohocken, PA 19428-2959,United States. Individual reprints (

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