1、Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 14/02/2011 07:05, Uncontrolled Copy, (c) BSIg49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58o
2、r risers for inspection chambers and manholes Determination of ring stiffnessICS 93.030Plastics piping and ducting systems Thermoplastics shafts BRITISH STANDARDBS EN 14982:2006+A1:2010BS EN 14982:2006+A1:2010Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 14/02/2011 07:05, Uncontrolled Copy,
3、 (c) BSIThis publication does not purport to include all the necessary This British Standard waspublished under the authorityof the Standards Policy andStrategy Committeeon 30 November 2006 BSI 2010ISBN 978 0 580 70551 9provisions of a contract. Users are responsible for its correct application.Comp
4、liance with a British Standard cannot confer immunity from legal obligations.Amendments/corrigenda issued since publicationDate Comments 31 October 2010 Implementation of CEN amendment A1:2010carry the number of the CEN amendment. For example, text altered by CEN amendment A1 is indicated by !“.The
5、UK participation in its preparation was entrusted by Technical Committee PRI/88, Plastics piping for non-pressure applications, to Subcommittee PRI/88/1, Ancillary components for plastic piping systems.A list of organizations represented on PRI/88/1 can be obtained on request to its secretary.Nation
6、al forewordThis British Standard is the UK implementation of EN 14982:2006+A1:2010. It supersedes BS EN 14982:2006 which is withdrawn. This test method is anticipated to replace Appendix F of BS 7158 at its next revision.The start and finish of text introduced or altered by amendment is indicated in
7、 the text by tags. Tags indicating changes to CEN text EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 14982:2006+A1 September 2010 ICS 93.030 Supersedes EN 14982:2006English Version Plastics piping and ducting systems - Thermoplastics shafts or risers for inspection chambers and manholes - Det
8、ermination of ring stiffness Systmes de canalisations et de gaines en plastique - Elments de rehausse en matire thermoplastique pour chambres dinspection ou regards - Dtermination de la rigidit annulaire Kunststoff-Rohrleitungssysteme und Schutzrohrsysteme - Schachtringe und Steigrohre fr Kontroll-
9、und Einsteigschchte aus thermoplastischen Kunststoffen - Bestimmung der Ringsteifigkeit This European Standard was approved by CEN on 28 August 2006 and includes Amendment 1 approved by CEN on 2 August 2010. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate th
10、e conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN Management Centre or to any CEN member. This European Standard exists
11、in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as the official versions. CEN members are the national standards bodi
12、es of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kin
13、gdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2010 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 14982:2006+A1:2010
14、 ELicensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 14/02/2011 07:05, Uncontrolled Copy, (c) BSIEN 14982:2006+A1:2010 (E) 2 Contents Page Foreword 31 Scope 42 Normative references 43 Terms and definitions 44 Principle 55 Apparatus 66 Test pieces 87 Procedure 98 Calculation 109 Test report 11Bi
15、bliography 12BS EN 14982:2006+A1:2010Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 14/02/2011 07:05, Uncontrolled Copy, (c) BSIEN 14982:2006+A1:2010 (E) 3 Foreword This document (EN 14982:2006+A1:2010) has been prepared by Technical Committee CEN/TC 155 “Plastics piping systems and ducting
16、systems”, the secretariat of which is held by NEN. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by March 2011, and conflicting national standards shall be withdrawn at the latest by March 2011. At
17、tention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. This document includes Amendment 1, approved by CEN on 2010-08-02. This document superse
18、des EN 14982:2006. The start and finish of text introduced or altered by amendment is indicated in the text by tags ! “. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium,
19、 Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. BS EN 14982:2006+
20、A1:2010Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 14/02/2011 07:05, Uncontrolled Copy, (c) BSIEN 14982:2006+A1:2010 (E) 4 1 Scope This European Standard specifies a test method for assessing the initial (short-term) tangential ring stiffness of riser shafts for thermoplastics inspection
21、chambers or manholes. NOTE This is intended as a test of the structural integrity of riser shafts supporting product standards !EN 13598-21“ and prEN 152292. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only t
22、he edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. !EN ISO 9969, Thermoplastics pipes Determination of ring stiffness (ISO 9969:2007)“ ISO 48, Rubber, vulcanized or thermoplastic Determination of hardness (hardness betw
23、een 10 IRHD and 100 IRHD) 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 inspection chamber drainage and sewerage fitting used for the connection of drainage or sewerage installations and/or for changing the direction of drainage/sewerage ru
24、ns. An inspection chamber terminates at ground level, permitting the introduction of cleaning, inspection and test equipment and the removal of debris but it does not provide access for personnel. The riser shaft connected to these fittings has a minimum outside diameter of 200 mm and a maximum insi
25、de diameter of less than 800 mm 3.2 manhole drainage and sewerage fitting used for the connection of drainage or sewerage installations and/or for changing the direction of drainage/sewerage runs. A manhole terminates at ground level, permitting the introduction of cleaning, inspection and test equi
26、pment and the removal of debris and also providing access for personnel. The minimum inside diameter of a manhole riser shaft is 800 mm 3.3 structured-wall ancillary fitting fitting with an optimized structural design with regard to material usage, but which still achieves the relevant performance r
27、equirements. These fittings could be circular or rectangular in design 3.4 regular cross section shaft riser shaft either fabricated from plain pipe or from structured wall pipe or fittings with a regular symmetrical design on their external surface. These products could be manufactured by extrusion
28、 injection moulding, blow moulding or rotational moulding BS EN 14982:2006+A1:2010Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 14/02/2011 07:05, Uncontrolled Copy, (c) BSIEN 14982:2006+A1:2010 (E) 5 3.5 irregular cross section shaft riser shaft with an irregular asymmetrical design on its
29、 external surface such as those with additional reinforcing rings or structures intended to strengthen the riser in specific areas. These products could be manufactured by extrusion, injection moulding, blow moulding or rotational moulding 4 Principle 4.1 General The ring stiffness of a shaft is det
30、ermined using the EN ISO 9969 test method when the shaft has a circular and regular cross-section. Where a shaft has a square or rectangular cross-section, or if the shape is irregular, then the EN ISO 9969 test is modified as described in this standard to determine the ring stiffness. See Table 1.
31、Table 1 Relevant standards for determination of ring stiffness External shaft design Type of cross-section Relevant standard for determination of ring stiffness Plain surface Regular cross-section and circular EN ISO 9969 Irregular cross-section, circular or square or rectangular EN 14982 Structured
32、 wall surface Regular cross-section and circular EN ISO 9969 Irregular cross-section, circular or square or rectangular EN 14982 4.2 Principle for shafts with circular and regular cross-section The ring stiffness is determined by measuring the force and the deflection while deflecting the shaft at a
33、 constant rate. A length of shaft supported horizontally is compressed vertically between two parallel flat plates moved at a constant speed which is dependent upon the diameter of the shaft. A plot of force versus deflection is generated. The ring stiffness is calculated as a function of the force
34、necessary to produce a deflection of 0,03didiametrically across the shaft. 4.3 Principle for shafts with circular and irregular cross-section or, square or rectangular The ring stiffness is determined by measuring the force and deflection whilst deflecting the shaft at a constant rate or constant lo
35、ad, until sufficient force is applied to obtain a resulting deflection in the range of 2% to 6%. A riser shaft or segment of shaft is placed symmetrically between two rigid parallel plates or beams or alternatively between one rigid beam and a V-shaped support. A compressive force is applied to the
36、shaft or segment using a bearer shaped to the external surface of the test piece. BS EN 14982:2006+A1:2010Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 14/02/2011 07:05, Uncontrolled Copy, (c) BSIEN 14982:2006+A1:2010 (E) 6 The ring stiffness is calculated as a function of the force require
37、d to produce the deflection. 5 Apparatus 5.1 Shaft with circular and regular cross-section The apparatus shall conform to that described in EN ISO 9969. Figure 1 Shaft with circular and regular cross section 5.2 Shaft with circular and irregular cross-section or, square or rectangular NOTE Examples
38、for representative test pieces are shown in Figures 2 to 3 Figure 2 Shafts with circular and irregular cross section BS EN 14982:2006+A1:2010Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 14/02/2011 07:05, Uncontrolled Copy, (c) BSIEN 14982:2006+A1:2010 (E) 7 Figure 3 Square and rectangular
39、shaft 5.2.1 Loading frame, with two rigid parallel plates or beams between which a compressive force can be applied to the test piece so that the force and the resulting deflection of the test piece in the direction of the force can be measured with an accuracy of 1 %. Where a V-shaped support is us
40、ed, the included angle shall be 170 or more. For shafts with square or rectangular cross sections the bearers shall have a width W not greater than 25 mm. For circular shafts with irregular cross section the maximum width of bearers shall be for: DN/ID 400: 50 mm; 400 1 200: 150 mm. NOTE The above v
41、alues have been taken from 9.2.1 of EN 476:19973. Where the outside of an irregular shaft has a change in cross-section incorporated within the test piece, the bearers shall be shaped to accommodate this (see Figure 4). Where square or rectangular shafts have a regular rib configuration this shall n
42、ot be considered not to be a change in cross-section, and the load imposed shall be applied just to the crests of the ribs. The centre of loading shall be so arranged that the vertical deflection of the two ends of the test piece differs by not more than 0,5 % of the nominal size of the shaft. Where
43、 the surface of the outside of the shaft does not provide a smooth bearing contact, the bearers shall be surfaced with a strip, not less than 3 mm thick, of elastomeric material of (50 5) IRHD hardness in accordance with ISO 48. The length of each bearer shall be not less than the length of the test
44、 piece. BS EN 14982:2006+A1:2010Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 14/02/2011 07:05, Uncontrolled Copy, (c) BSIEN 14982:2006+A1:2010 (E) 8 Key 1 load, applied to upper bearer 6 test piece 2 bearer, accommodated to shape of test piece 7 elastomeric material 3 elastomeric strips 8
45、support 4 reference beam for measuring L length of test piece 5 joint element, assembled, comprising standard M1, M2, M3 measuring points sealing system of the manufacturer W width of bearer Figure 4 Loading arrangement 5.2.2 Measuring devices, capable of determining the length to an accuracy of 0.5
46、mm and the force and deflection along the length of the test piece to an accuracy of 1 % in the direction of the applied force. 6 Test pieces 6.1 Number of test pieces Three test pieces shall be taken, each consisting of a riser or an appropriate length of riser segment incorporating a joint element
47、 if required. 6.2 Age of test pieces Test pieces shall be (21 2) days old and conditioned in air at ambient temperature for at least 24 h prior to testing. BS EN 14982:2006+A1:2010Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 14/02/2011 07:05, Uncontrolled Copy, (c) BSIEN 14982:2006+A1:201
48、0 (E) 9 6.3 Specification of test pieces 6.3.1 Shafts with circular and regular cross-section When the shaft has a circular and regular cross-section the test piece shall be in accordance with EN ISO 9969 and have a minimum length of 300 mm. In the case of a one-piece chamber or manhole, the shaft s
49、hall be cut off at a minimum of 300 mm from the top of the main channel. It shall be cut smoothly and perpendicular to the main axis. 6.3.2 Shafts with a square or rectangular or irregular cross-section When the chamber or manhole consists of a chamber base and a separate shaft, the whole shaft with an additional joint element shall be used as the test piece. The additional joint element shall be connected with the shaft by using the standard sealing or welding system of the manufacturer (see Figure
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