SANS 10804-1-2010 Restrained joint systems for ductile iron pipelines Part 1 Design rules and type testing《球墨铸铁管道用减震连接系统 第1部分:设计规则和定型试验》.pdf
《SANS 10804-1-2010 Restrained joint systems for ductile iron pipelines Part 1 Design rules and type testing《球墨铸铁管道用减震连接系统 第1部分:设计规则和定型试验》.pdf》由会员分享,可在线阅读,更多相关《SANS 10804-1-2010 Restrained joint systems for ductile iron pipelines Part 1 Design rules and type testing《球墨铸铁管道用减震连接系统 第1部分:设计规则和定型试验》.pdf(10页珍藏版)》请在麦多课文档分享上搜索。
1、 Collection of SANS standards in electronic format (PDF) 1. Copyright This standard is available to staff members of companies that have subscribed to the complete collection of SANS standards in accordance with a formal copyright agreement. This document may reside on a CENTRAL FILE SERVER or INTRA
2、NET SYSTEM only. Unless specific permission has been granted, this document MAY NOT be sent or given to staff members from other companies or organizations. Doing so would constitute a VIOLATION of SABS copyright rules. 2. Indemnity The South African Bureau of Standards accepts no liability for any
3、damage whatsoever than may result from the use of this material or the information contain therein, irrespective of the cause and quantum thereof. ISBN 978-0-626-23895-7 SANS 10804-1:2010Edition 1ISO 10804-1:1996Edition 1SOUTH AFRICAN NATIONAL STANDARD Restrained joint systems for ductile iron pipel
4、ines Part 1: Design rules and type testing This national standard is the identical implementation of ISO 10804-1:1996 and is adopted with the permission of the International Organization for Standardization. Published by SABS Standards Division 1 Dr Lategan Road Groenkloof Private Bag X191 Pretoria
5、0001Tel: +27 12 428 7911 Fax: +27 12 344 1568 www.sabs.co.za SABS SANS 10804-1:2010 Edition 1 ISO 10804-1:1996 Edition 1 Table of changes Change No. Date Scope National foreword This South African standard was approved by National Committee SABS SC 138C, Water and sanitation Equipment and systems Ca
6、st and ductile iron pipes and fittings, in accordance with procedures of the SABS Standards Division, in compliance with annex 3 of the WTO/TBT agreement. This SANS document was published in March 2010. INTERNATIONAL STANDARD IS0 108044 First edition 1996-12-15 Restrained joint systems for ductile i
7、ron pipelines - Part 1: Design rules and type testing Assemblages verrouik pour canalisations en fonte ductile - Partie I: R a=40Onet; p=iso; o=isocs; s=central Printed in Switzerland II SANS10804-1:2010This s tandard may only be used and printed by approved subscription and freemailing clients of t
8、he SABS .INTERNATIONAL STANDARD IS0 IS0 10804=1:1996(E) Restrained joint systems for ductile iron pipelines - Part 1: Design rules and type testing 1 Scope This part of IS0 10804 specifies design rules and type testing for restrained joint systems to be used on ductile iron pipelines complying with
9、IS0 2531 and IS0 7186, in order to determine their mechanical properties and leaktightness. 2 Normative references The following standards contain provisions which, through reference in this text, constitute provisions of this part of IS0 10804. At the time of publication, the editions indicated wer
10、e valid. All standards are subject to revision, and parties to agreements based on this part of IS0 10804 are encouraged to investigate the possibility of applying the most recent editions of the standards indicated below. Members of IEC and IS0 maintain registers of currently valid International St
11、andards. IS0 2531 : 1991, Ductjle iron pipes, fittings, and accessories for pressure pipelines. IS0 6708 : 1995, Pipework components - Definition and selection of DN (nominal size). IS0 7186 : 1996, Ductile iron products for sewerage applications. 3 Definitions For the purposes of this part of IS0 1
12、0804 the definitions given in IS0 6708 and the following definitions apply : 3.1 restrained joint : Joint in which a means is provided to prevent separation of the assembled joint. 3.2 allowable operating pressure : Internal pressure, excluding surge, that a component can safely withstand in permane
13、nt service. 3.3 maximum allowable operating pressure : Maximum internal pressure, including surge, that a component can safely withstand in service. SANS10804-1:2010This s tandard may only be used and printed by approved subscription and freemailing clients of the SABS .IS0 10804-l : 1996(E) 0 IS0 3
14、.4 allowable test pressure : Maximum internal hydrostatic pressure which can be applied on site to a component in a newly installed pipeline. NOTE - This test pressure is different from the system test pressure, which is related to the design pressure of the pipeline and is intended to ensure its in
15、tegrity and leaktightness. 3.5 allowable bending moment : Bending moment that a joint between two components can safely withstand in service under the allowable operating pressure. 3.6 type test : Proof of design test which is done once, and is repeated only after change of design. 3.7 allowable ang
16、ular deflection : Angular deflection that a joint between two components can safely withstand in service under the allowable operating pressure. 4 Design rules 4.1 All restrained joints for ductile iron pipes, fittings and other components shall be designed with the requirements of this clause. If t
17、he design of a restrained joint has been tested and successfully used for a minimum of ten years, a type test as described in clause 5 is only required for a significant change in the design which could adversely affect the performance of the restrained joint. 4.2 The design safety factors with resp
18、ect to failure against axial forces due to internal pressure shall be such that the joints can withstand a type test pressure of I,5 times allowable operating pressure plus 5 bar I). 4.3 Alternatively, for those restrained joints which are rigid enough to be subjected to a bending moment the design
19、safety factor with respect to failure against the combined effects of axial forces and a bending moment shall be at least 2 at the allowable operating pressure and allowable bending moment. 4.4 Ductile iron pipelines and the restrained joints as defined in this part of IS0 10804 are well suited for
20、use in seismic zones. However, certain locations, such as fault crossings, liquefaction zones, connections to structures, etc., require specialized designs. The pipe manufacturer or a competent earthquake engineer should be consulted. 4.5 For joint restraint components, the protection against aggres
21、sive soils shall be at least as good as that of the pipes and/or fittings. It may be achieved by means of works applied coatings and/or site applied protection systems. 1) 1 bar= IO5 N/m2 =lOPa=O,l MPa 2 SANS10804-1:2010This s tandard may only be used and printed by approved subscription and freemai
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