1、BS ISO13267:2010ICS 23.040.20; 23.040.45; 91.140.80; 93.030NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBRITISH STANDARDThermoplastics pipingsystems for non-pressure undergrounddrainage and sewerage Thermoplasticsinspection chamberand manhole bases Test methods forbuckling r
2、esistanceThis British Standardwas published under theauthority of the StandardsPolicy and StrategyCommittee on 30 June2010 BSI 2010ISBN 978 0 580 66717 6Amendments/corrigenda issued since publicationDate CommentsBS ISO 13267:2010National forewordThis British Standard is the UK implementation of ISO
3、13267:2010.The UK participation in its preparation was entrusted to TechnicalCommittee PRI/88/1, Plastics piping for non-pressure applications.A list of organizations represented on this committee can be obtained onrequest to its secretary.This publication does not purport to include all the necessa
4、ry provisionsof a contract. Users are responsible for its correct application.Compliance with a British Standard cannot confer immunityfrom legal obligations.BS ISO 13267:2010Reference numberISO 13267:2010(E)ISO 2010INTERNATIONAL STANDARD ISO13267First edition2010-05-15Thermoplastics piping systems
5、for non-pressure underground drainage and sewerage Thermoplastics inspection chamber and manhole bases Test methods for buckling resistance Systmes de canalisations thermoplastiques pour branchements et collecteurs dassainissement enterrs sans pression lments de fond de botes dinspection et de branc
6、hement et de regards thermoplastiques Mthode dessai de rsistance au flambage BS ISO 13267:2010ISO 13267:2010(E) PDF disclaimer This PDF file may contain embedded typefaces. In accordance with Adobes licensing policy, this file may be printed or viewed but shall not be edited unless the typefaces whi
7、ch are embedded are licensed to and installed on the computer performing the editing. In downloading this file, parties accept therein the responsibility of not infringing Adobes licensing policy. The ISO Central Secretariat accepts no liability in this area. Adobe is a trademark of Adobe Systems In
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9、that a problem relating to it is found, please inform the Central Secretariat at the address given below. COPYRIGHT PROTECTED DOCUMENT ISO 2010 All rights reserved. Unless otherwise specified, no part of this publication may be reproduced or utilized in any form or by any means, electronic or mechan
10、ical, including photocopying and microfilm, without permission in writing from either ISO at the address below or ISOs member body in the country of the requester. ISO copyright office Case postale 56 CH-1211 Geneva 20 Tel. + 41 22 749 01 11 Fax + 41 22 749 09 47 E-mail copyrightiso.org Web www.iso.
11、org Published in Switzerland ii ISO 2010 All rights reservedBS ISO 13267:2010ISO 13267:2010(E) ISO 2010 All rights reserved iiiContents Page Foreword iv 1 Scope1 2 Normative references1 3 Terms and definitions .1 4 Principle2 5 Apparatus.2 6 Conditioning 3 7 Test environment.3 8 Procedure.3 8.1 Inte
12、rnal negative pressure testing using a free standing test assembly 3 8.2 Internal negative pressure testing using a test box 5 8.3 External pressure testing with the assembly submerged in a water tank 6 8.4 Evaluation.7 9 Test report8 Annex A (informative) Evaluation example 9 BS ISO 13267:2010ISO 1
13、3267:2010(E) iv ISO 2010 All rights reservedForeword ISO (the International Organization for Standardization) is a worldwide federation of national standards bodies (ISO member bodies). The work of preparing International Standards is normally carried out through ISO technical committees. Each membe
14、r body interested in a subject for which a technical committee has been established has the right to be represented on that committee. International organizations, governmental and non-governmental, in liaison with ISO, also take part in the work. ISO collaborates closely with the International Elec
15、trotechnical Commission (IEC) on all matters of electrotechnical standardization. International Standards are drafted in accordance with the rules given in the ISO/IEC Directives, Part 2. The main task of technical committees is to prepare International Standards. Draft International Standards adopt
16、ed by the technical committees are circulated to the member bodies for voting. Publication as an International Standard requires approval by at least 75 % of the member bodies casting a vote. Attention is drawn to the possibility that some of the elements of this document may be the subject of paten
17、t rights. ISO shall not be held responsible for identifying any or all such patent rights. ISO 13267 was prepared by Technical Committee ISO/TC 138, Plastics pipes, fittings and valves for the transport of fluids, Subcommittee SC 1, Plastics pipes and fittings for soil, waste and drainage (including
18、 land drainage). BS ISO 13267:2010INTERNATIONAL STANDARD ISO 13267:2010(E) ISO 2010 All rights reserved 1Thermoplastics piping systems for non-pressure underground drainage and sewerage Thermoplastics inspection chamber and manhole bases Test methods for buckling resistance 1 Scope This Internationa
19、l Standard specifies methods of test for the resistance of the base of thermoplastics inspection chambers and manholes to external soil and ground-water pressure after installation. 2 Normative references The following referenced documents are indispensable for the application of this document. For
20、dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. ISO 9967, Thermoplastics pipes Determination of creep ratio ENV 1046:2001, Plastics piping and ducting systems Systems outside building structur
21、es for the conveyance of water or sewage Practices for installation above and below ground 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 inspection chamber drainage or sewerage fitting used for the to connection of drainage or sewerage inst
22、allations and for changing the direction of drainage or sewerage runs NOTE 1 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
23、these fittings has a minimum outer diameter of 200 mm and a maximum inside diameter of less than 800 mm. NOTE 2 The termination at ground level permits the introduction of cleaning, inspection and test equipment and the removal of debris but does not provide access for personnel. 3.2 manhole drainag
24、e or sewerage fitting used for the connection of drainage or sewerage installations and for changing the direction of drainage or sewerage runs NOTE 1 A manhole terminates at ground level, permitting the introduction of cleaning, inspection and test equipment and the removal of debris, and also prov
25、iding access for personnel. The minimum inside diameter of a manhole riser shaft is 800 mm. NOTE 2 The termination at ground level permits the introduction of cleaning, inspection and test equipment and the removal of debris and provides access for personnel. BS ISO 13267:2010ISO 13267:2010(E) 2 ISO
26、 2010 All rights reserved4 Principle A sealed test assembly, comprising an inspection chamber or manhole base with a minimum height of 300 mm above the top of the main channel, is placed free standing, or buried in a test box on a 100 mm sand or granular bed and covered with granular backfill to a l
27、evel of minimum 300 mm above the top of the outlets and inlets of the main channel(s). In some cases, the first section of the riser may be required in order to achieve the minimum height of 300 mm. The assembly is then subjected to a constant internal negative pressure, specified by the product or
28、system standard, for a specified time at a temperature of between 15 C and 25 C or as otherwise specified in the product standard. Alternatively, the pressure difference can be achieved by exposing the test assembly to a constant positive external hydrostatic pressure of the same numeric value as th
29、at specified by the product or system standard. The assembly is submerged under water in a closed tank for a specified time at a temperature of between 15 C and 25 C or as otherwise specified in the product standard. During the test, the assembly may be monitored by measuring increasing deflections
30、with time as defined in the product standard. At the end of the test, the chamber base/manhole is visually checked for cracking or other defects likely to impair the performance of the inspection chamber or manhole. 5 Apparatus 5.1 Test box, large enough to accommodate the test assembly, including t
31、he first 300 mm of riser shaft above the top of the outlet and inlets of the main channel, such that at each side there is a free space of 300 mm minimum between the test assembly and the side/top of the test box. 5.2 Backfill material, to cover the test assembly in the box, conforming to ENV 1046:2
32、001, Annex A. Backfill material shall be in accordance with the minimum specification of the manufacturer. 5.3 Sealable water tank or pressure vessel, with internal dimensions capable of accommodating the test assembly to ensure all-round clearance and a lockable lid allowing access to the open top
33、of the inspection chamber or manhole. The water tank or pressure vessel shall be such that the test assembly is not able to gain support from the sides or base of the tank or vessel. It is essential that the removable cover of the tank be designed in such a way that there is a watertight connection
34、between the cover and the open top of the chamber/manhole shaft or base, and that there is an opening big enough for visual inspection inside the chamber or manhole. The temperature of the water applied shall be (20 2) C or as otherwise specified in the product standard. 5.4 End closures, to seal an
35、y open pipe socket(s), spigot(s) and additionally, the riser shaft. When testing for structural integrity (20 C), the end closures shall be created using standard pipes with end caps. If testing for durability at higher temperatures, plates welded to the end of the sockets or spigots may used to sea
36、l the pipe connections. 5.5 Pressure or vacuum source, capable of applying and maintaining the test pressure specified in the product standard specification for the inspection chamber or manhole base as being the maximum pressure that the inspection chamber or manhole base shall be able to withstand
37、 (subject to a minimum of 0,02 MPa). 5.6 Pressure measuring devices, capable of measuring the internal negative or external water test pressure to within an accuracy of 2 %. 5.7 Thermometer, capable of measuring the temperature of the medium surrounding the test assembly to an accuracy of 0,5 C. BS
38、ISO 13267:2010ISO 13267:2010(E) ISO 2010 All rights reserved 35.8 Deflection measuring equipment (optional), capable of measuring the deflection of the main channel to within an accuracy of 0,1 mm. (If required by the product standard.) 5.9 Test assembly, comprising the base and a portion of the ris
39、er, if required, to ensure a height of at least 300 mm above the top of the main channel. Unless otherwise specified in the product standard, one test assembly shall be prepared for each test carried out. NOTE The preferred configuration for testing the inspection chamber/manhole base is the straigh
40、t through configuration without side entries. 6 Conditioning Unless otherwise specified in the product standard, the test piece shall be tested no less than 21 days after manufacture and after conditioning in air for at least 6 h at a temperature of between 15 C and 25 C. 7 Test environment Unless o
41、therwise specified in the product standard, testing shall be carried out at a temperature of between 15 C and 25 C. 8 Procedure 8.1 Internal negative pressure testing using a free standing test assembly 8.1.1 Seal all inlets and outlets of the test assembly and the top of the riser shaft using the e
42、nd closures. NOTE 1 Internal or external tie bars can be used between the inlet and outlet closures to avoid the transmission of external end loading forces to the inspection chamber/manhole base via the end closures. NOTE 2 The test assembly can be turned 180 upside down to simplify the test. If th
43、e base is designed with a double wall, where the outer wall is designed to withstand upthrust, one or more 3 mm to 4 mm diameter holes shall be drilled through the inner wall to ensure that the internal negative pressure is loaded against the outside wall of the base assembly. 8.1.2 If the measureme
44、nt of deflection is required by the product standard install the two devices for measuring deflection at points W and H, as shown in Figures 1 and 2. In the case where bases are non-spherical, the relative vertical deformation of the base can be measured directly from a datum provided by a stiff bea
45、m connected at points HLand HR. If a separate datum is used, the points HL, HRand HMshall be measured from that datum during the test and the final deflection, expressed as YV, which is given by Equation (1): YV= (HL+ HR)/2 HM(1) The change of the width of the main channel shall be expressed as YH,
46、where this is the change to dimension W. The sample shall be visibly inspected for evidence of cracks after completion of the test. BS ISO 13267:2010ISO 13267:2010(E) 4 ISO 2010 All rights reservedKey 1 plug-inlet 2 plug support device 3 plug-outlet 4 reference 5 base section 6 removable cover 7 mea
47、suring point for dimension W 8 measuring point for dimension H Figure 1 Position of measuring devices in the main BS ISO 13267:2010ISO 13267:2010(E) ISO 2010 All rights reserved 5Key C1diameter of connection 1 D1chamber diameter D2outlet connection diameter h1measure height at point 1, which points
48、are located at inlet and outlet h2measure height at point at the middle of the base Figure 2 Position of measuring devices for spherical bases 8.1.3 Connect the pressure source and pressure-measuring device to the test assembly and apply the internal negative pressure (see 5.5), maintaining it at be
49、tween 15 C to 25 C or at the temperature specified in the product standard for a minimum of 1 000 h or for the time specified in the referring standard for the inspection chamber or manhole base within a tolerance of 2 %. If deflection measurements are required by the product standard, these shall be taken at the required defined intervals throughout the test. 8.2 Internal negative pressure testing using a test box Prepare the test assembly as described in 8.1.1. Place the test assembly on a (1
