UL 1713-2017 UL Standard for Safety Pressure Pipe and Couplings Glass Fiber- Reinforced for Underground Fire Service (Fourth Edition).pdf

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1、UL COPYRIGHTED MATERIAL NOT AUTHORIZED FOR FURTHER REPRODUCTION OR DISTRIBUTION WITHOUT PERMISSION FROM UL UL 1713 Pressure Pipe and Couplings, Glass Fiber- Reinforced, for Underground Fire Service STANDARD FOR SAFETYUL COPYRIGHTED MATERIAL NOT AUTHORIZED FOR FURTHER REPRODUCTION OR DISTRIBUTION WIT

2、HOUT PERMISSION FROM ULUL COPYRIGHTED MATERIAL NOT AUTHORIZED FOR FURTHER REPRODUCTION OR DISTRIBUTION WITHOUT PERMISSION FROM UL UL Standard for Safety for Pressure Pipe and Couplings, Glass Fiber-Reinforced, for Underground Fire Service, UL 1713 Fourth Edition, Dated May 8, 2017 Summary of Topics

3、This new edition of UL 1713 was issued to incorporate the requirements for the Transition from Carbon Arc to Xenon Arc and other miscellaneous editorial updates. The new/revised requirements are substantially in accordance with Proposal(s) on this subject dated March 17, 2017. All rights reserved. N

4、o part of this publication may be reproduced, stored in a retrieval system, or transmitted in any form by any means, electronic, mechanical photocopying, recording, or otherwise without prior permission of UL. UL provides this Standard as is without warranty of any kind, either expressed or implied,

5、 including but not limited to, the implied warranties of merchantability or tness for any purpose. In no event will UL be liable for any special, incidental, consequential, indirect or similar damages, including loss of prots, lost savings, loss of data, or any other damages arising out of the use o

6、f or the inability to use this Standard, even if UL or an authorized UL representative has been advised of the possibility of such damage. In no event shall ULs liability for any damage ever exceed the price paid for this Standard, regardless of the form of the claim. Users of the electronic version

7、s of ULs Standards for Safety agree to defend, indemnify, and hold UL harmless from and against any loss, expense, liability, damage, claim, or judgment (including reasonable attorneys fees) resulting from any error or deviation introduced while purchaser is storing an electronic Standard on the pur

8、chasers computer system. MAY 8, 2017 UL 1713 tr1UL COPYRIGHTED MATERIAL NOT AUTHORIZED FOR FURTHER REPRODUCTION OR DISTRIBUTION WITHOUT PERMISSION FROM UL MAY 8, 2017 UL 1713 tr2 No Text on This PageUL COPYRIGHTED MATERIAL NOT AUTHORIZED FOR FURTHER REPRODUCTION OR DISTRIBUTION WITHOUT PERMISSION FR

9、OM UL MAY 8, 2017 1 UL 1713 Standard for Pressure Pipe and Couplings, Glass Fiber-Reinforced, for Underground Fire Service The First printing was numbered UL 1285A. First Edition January, 1982 Second Edition March, 1995 Third Edition May, 2001 Fourth Edition May 8, 2017 This UL Standard for Safety c

10、onsists of the Fourth Edition. Comments or proposals for revisions on any part of the Standard may be submitted to UL at any time. Proposals should be submitted via a Proposal Request in ULs On-Line Collaborative Standards Development System (CSDS) at https:/. ULs Standards for Safety are copyrighte

11、d by UL. Neither a printed nor electronic copy of a Standard should be altered in any way. All of ULs Standards and all copyrights, ownerships, and rights regarding those Standards shall remain the sole and exclusive property of UL. COPYRIGHT 2017 UNDERWRITERS LABORATORIES INC.UL COPYRIGHTED MATERIA

12、L NOT AUTHORIZED FOR FURTHER REPRODUCTION OR DISTRIBUTION WITHOUT PERMISSION FROM UL MAY 8, 2017 UL 1713 2 No Text on This PageUL COPYRIGHTED MATERIAL NOT AUTHORIZED FOR FURTHER REPRODUCTION OR DISTRIBUTION WITHOUT PERMISSION FROM UL CONTENTS INTRODUCTION 1 Scope .4 2 Units of Measurement .4 3 Undat

13、ed Reference .4 4 Glossary .4 CONSTRUCTION 5 Materials .5 6 Pipe Joints .5 7 Sealing Gaskets 6 PERFORMANCE 8 General 6 9 Elastomeric Parts Tests6 10 Hydrostatic Pressure Test.6 11 Leakage Test for Joints.7 12 Assembly Test.7 13 Stiffness Test8 14 Long-Term Hydrostatic-Pressure Test 9 15 Exposure Tes

14、ts 9 15.1 General 9 15.2 Test method 9 15.3 Test solutions 10 15.4 Air oven aging .10 15.5 Light and water exposure .10 MANUFACTURING AND PRODUCTION TESTS 16 General11 17 Production-Line Hydrostatic-Pressure Tests 11 MARKING 18 General12 19 Pipe.12 20 Couplings 12 21 Rubber Gaskets 13 MAY 8, 2017 UL

15、 1713 3UL COPYRIGHTED MATERIAL NOT AUTHORIZED FOR FURTHER REPRODUCTION OR DISTRIBUTION WITHOUT PERMISSION FROM UL INTRODUCTION 1 Scope 1.1 These requirements cover glass-ber-reinforced, thermosetting-resin pipe (RTRP) and glass-ber-reinforced, plastic-mortar pipe (RPMP), and their couplings. The pip

16、e is for use in underground re service systems and connections to such systems. 1.2 Pipe covered by these requirements is designated as Class 100, 150, 200, 250, or greater for rated working pressures of 100, 150, 200, 250 psig (0.69, 1.03, 1.38, and 1.72 MPa), or higher, respectively, and has a nom

17、inal inside diameter of 4 to 60 inches. 1.3 Requirements for the installation and use of RTRP and RPMP pressure pipe and couplings are specied in the Standard for the Installation of Private Fire Service Mains and their Appurtenances, ANSI/NFPA No. 24, and the Standard Practice for Underground Insta

18、llation of “Fiberglass” (Glass-Fiber-Reinforced Thermosetting-Resin Pipe), ASTM D3839. 2 Units of Measurement 2.1 Values stated without parentheses are the requirement. Values in parentheses are explanatory or approximate information. 3 Undated Reference 3.1 Any undated reference to a code or standa

19、rd appearing in the requirements of this standard shall be interpreted as referring to the latest edition of that code or standard. 4 Glossary 4.1 For the purpose of this standard, the following denitions apply. 4.2 EPOXY RESIN (THERMOSETTING) A polymer containing two or more three-membered rings co

20、nsisting of one oxygen and two carbon atoms, which is cured by cross-linking with an amine or anhydride hardener with or without heat, catalyst, or both. 4.3 GLASS FIBERS (STRUCTURAL WALL) A commercial grade of E glass laments the binder and sizing of which is compatible with the impregnating resin.

21、 4.4 LINER A lled or unlled thermoplastic- or thermosetting-resin layer, nonreinforced or reinforced, forming the interior surface of the pipe. 4.5 PRESSURE CLASS The working pressure of a specied pipe for water service at a specied maximum operating temperature. 4.6 POLYESTER RESIN (THERMOSETTING)

22、A polymer with two or more ester groups and containing ethylenic unsaturation, dissolved in a reactive diluent with vinyl unsaturation, that is cured by cross-linking by means of a free-radical initiated curing mechanism, such as peroxide catalyst and heat. MAY 8, 2017 UL 1713 4UL COPYRIGHTED MATERI

23、AL NOT AUTHORIZED FOR FURTHER REPRODUCTION OR DISTRIBUTION WITHOUT PERMISSION FROM UL 4 . 7R P M PAt ubular product containing glass-ber reinforcement and aggregate embedded in or surrounded by cured, thermosetting epoxy or polyester resin. The composite structure may contain granular or platelet ll

24、ers, thixotropes, pigments, or dyes. Liner and coating materials include thermoplastic or thermosetting resins. 4.8 RTRP A tubular product containing glass-ber reinforcement embedded in or surrounded by cured, thermosetting epoxy or polyester resin. The composite structure may contain thixotropes, p

25、igments, or dyes, while it does not include granular or platelet llers. Liner and coating materials include thermoplastic or thermosetting resins. 4.9 RESIN Any of a class of solid or pseudosolid organic materials, often of high molecular weight, with no denite melting point. The term is used to des

26、ignate any polymer that is a basic material for plastics. 4.10 THERMOPLASTIC RESIN A plastic that is repeatedly softened by heating and hardened by cooling and that in the softened state is fuseible or shaped by ow. 4.11 THERMOSETTING RESIN A plastic that, after having been cured by heat or other me

27、ans, is substantially infusible and insoluble. CONSTRUCTION 5 Materials 5.1 Grade E glass, as specied in the Standard Specication for Glass Fiber Strands, ASTM D578, shall be used as the glass-ber reinforcement material in the structural wall of RTRP and RPMP pipe and couplings. 6 Pipe Joints 6.1 A

28、joint shall be of the gasketed bell-and-spigot type, adhesive-bonded type, or mechanical type. See 6.2 and 15.1.1. 6.2 A mechanical joint is not prohibited from being anged, threaded, compression couplings, or proprietary joints. MAY 8, 2017 UL 1713 5UL COPYRIGHTED MATERIAL NOT AUTHORIZED FOR FURTHE

29、R REPRODUCTION OR DISTRIBUTION WITHOUT PERMISSION FROM UL 7 Sealing Gaskets 7.1 A sealing gasket shall be made of a vulcanized natural rubber or a synthetic-rubber compound and shall have uniform dimensions and sufficient thickness to provide a compression seal. See Elastomeric Parts Test, Section 9

30、. PERFORMANCE 8 General 8.1 Representative samples of each class and size of pipe and couplings shall be subjected to the tests specied in Sections915. 9 Elastomeric Parts Tests 9.1 An elastomeric part used to provide a seal shall have the following properties when tested as specied in the Standard

31、for Gaskets and Seals, UL 157: a) Minimum tensile strength 2000 pounds per square inch (psi) (13.8 MPa). b) Minimum ultimate elongation 300 percent 1 to 4 inches (25.4 to 102 mm). c) Permanent set of 3/16 inch (4.8 mm) when 1 inch (25.4 mm) marks are stretched to 3 inches (76.2 mm), held for 2 minut

32、es and measured 2 minutes after release. d) Those properties relating to minimum tensile strength and elongation after oven aging; and hardness after oven aging, all as specied in UL 157. The maximum service temperature used to determine the oven time and temperature for oven aging is 60C (140F). 10

33、 Hydrostatic Pressure Test 10.1 Pipe and couplings (if provided) shall withstand for 5 seconds without rupture or weepage an internal hydrostatic pressure of four times the rated working pressure based on the minimum wall thickness of the pipe. 10.2 Three samples of each pressure class and size of p

34、ipe and couplings are to be prepared for hydrostatic pressure for short-time rupture strength in compliance with the Standard Test Method for Resistance to Short-Time Hydraulic Pressure of Plastic Pipe, Tubing, and Fittings, ANSI/ASTM D1599. The minimum wall thickness, average wall thickness (minimu

35、m of six points), outside diameter, and length of the samples are to be measured and recorded. The test pressure is to be determined based on the calculated hoop stress for the minimum wall thickness and minimum test pressure (four times rated working pressure) using the measured minimum wall thickn

36、ess. For sizes up to and including 8 inches (203 mm), the sample length (between end caps) is to be at least ve times the nominal diameter, and for larger sizes, the length is to be at least three times the nominal diameter. 10.3 The ends of the sample are to be sealed with gaskets or end caps. The

37、sample is then to be connected to the hydrostatic-pressure testing equipment and all air is to be expelled from the pipe or tting. The internal water pressure is to be increased at a uniform rate until the calculated test pressure has been attained. The calculated test pressure is to be held for 5 s

38、econds. The pressure then is to be increased until rupture or weepage occurs. See 17.1. The rate at which the pressure is increased is to be adjusted within the range of 50 30 psig (345 207 kPa) per second so that rupture or weepage occurs in not less than 60 seconds after the initial application of

39、 pressure. MAY 8, 2017 UL 1713 6UL COPYRIGHTED MATERIAL NOT AUTHORIZED FOR FURTHER REPRODUCTION OR DISTRIBUTION WITHOUT PERMISSION FROM UL 11 Leakage Test for Joints 11.1 Pipe joints having maximum clearances and joints having minimum clearances between the pipe spigot and pipe bell or coupling, wit

40、h clearances determined by the manufacturers tolerances, shall not leak and shall not exhibit damage that impairs the intended operation when subjected to a hydrostatic pressure of twice the rated pressure. 11.2 Pipe to be used in each test is to be representative of each class and size. At least on

41、e joint is to be machined to the maximum clearance allowed by the manufacturers tolerances. A test line is to be assembled of at least ve lengths of pipe with couplings and sealing gaskets, in compliance with the manufacturers installation instructions. At least two joints, including the maximum cle

42、arance joint, are to be deected to the maximum deection rated by the manufacturer. The ends of the test line are to be restrained to conne longitudinal separation at the joints. Four tests of single joints are capable of being conducted in lieu of the test on a single line. 11.3 The test line is to

43、be connected to the hydrostatic pressure testing equipment and all air is to be expelled from the system. The water pressure is to be increased in 50 psig (345 kPa) increments until twice the rated pressure is attained. At each increment of pressure increase, measurements are to be made of distortio

44、n at each joint, protrusion of gasket material (if any) or other factors that cause leakage after continued use of the pipe in service. During the test, the pressure is not to be increased to the next increment until the line and connections have become stable, as evidenced by no further movement of

45、 gasket material. 11.4 After the test pressure has been increased to twice the rated pressure, the test pressure is to be decreased to 0 psig, while observations are made for leakage. Then, the pressure is again to be slowly increased to twice the rated pressure while observations are made for leaka

46、ge. 12 Assembly Test 12.1 Pipe joints made with minimum clearances between the pipe spigot and bell or coupling, determined in accordance with the manufacturers tolerances, shall, when assembled as specied in 12.2, exhibit no damage to gaskets, pipe, or coupling sections. Cut or torn gasket material

47、s and chipped or broken pipe or coupling sections do not comply with the requirement. 12.2 Representative samples of each class and size of pipe and couplings are to be machined as required. Two pipe sections are to be joined together in accordance with the manufacturers instructions, using a nonmin

48、eral base lubricant, or the equivalent, and installation tools such as pike bars and jack and chain . MAY 8, 2017 UL 1713 7UL COPYRIGHTED MATERIAL NOT AUTHORIZED FOR FURTHER REPRODUCTION OR DISTRIBUTION WITHOUT PERMISSION FROM UL 13 Stiffness Test 13.1 The pipe shall exhibit, without structural dama

49、ge (see 13.3), the minimum pipe stiffness (PS), at 5 percent deection of the measured inside diameter, specied for the applicable size in Table 13.1. The pipe stiffness is to be calculated using the following formula: in which: PS is the pipe stiffness; F is the load per unit length in pounds per inch; and y is the measured change of the inside diameter in the direction of load application, in inches. Table 13.1 Minimum ring stiffness requirements Nominal diameter Mini