PPI TN-35-2006 General Guidelines Repairing Buried HDPE Potable Water Pressure Pipes《HDPE饮用水压力埋藏管修理的一般指南》.pdf
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1、 General Guidelines Repairing Buried HDPE Potable Water Pressure Pipes TN35-2006 2/2006 iForeword This technical note was developed and published with the technical help and financial support of the members of the Plastics Pipe Institute. The members have shown their interest in quality products by
2、assisting independent standard-making and user organizations in the development of standards, and also by developing reports on an industry-wide basis to help engineers, code officials, specifying groups, and users. This technical note has been prepared to provide those responsible for the maintenan
3、ce of existing HDPE pipelines with suggested general guidelines for the repair of those lines that have been subjected to third party or other unforeseen damage. These guidelines constitute a set of basic operations that have been demonstrated by test and experience to produce satisfactory repairs w
4、ith commercially available materials. Each specific procedure must be acceptable to, and qualified by, the operator having legal responsibility for the performance of the piping system. This document was not intended to provide system design information. Go to the PPI website at www.plasticpipe.org
5、for different system design documents. The Plastics Pipe Institute, Inc. has prepared this technical note as a service to the industry. The information in this note is offered in good faith and believed to be accurate at the time of its preparation, but is offered without any warranty, express or im
6、plied. Additional information may be needed in some areas, especially with regard to unusual or special applications. Consult the manufacturer or material supplier for more detailed information. A list of member manufacturers is available from PPI. PPI does not endorse the proprietary products or pr
7、ocesses of any manufacturer, and assumes no responsibility for compliance with applicable laws and regulations. PPI intends to revise this report form time to time, in response to comments and suggestions from users of this note. Please send suggestions for improvements to PPI. Information on other
8、publications can be obtained by contacting PPI directly or visiting the web site. The Plastics Pipe Institute, Inc. 202 462-9607 www.plasticpipe.org iiTable of Content Section: 1 Introduction 1 Section: 2 Temporary Field Repairs 2 2.1 Full Circle Band Clamps Section: 3 Permanent Field Repairs 3 3.1
9、Small Field Repairs 3.1.1 Saddle Fusion Repair 3.1.2 Electrofusion Patch Repair 3.1.3 Mechanical Fitting Repair 3.2 Large Field Repairs 3.2.1 Mechanical Fittings Repair 3.2.2 Repairs with Solid Sleeves 3.2.3 Flange Adapter Spool Repair 3.2.4 Electrofusion Spool Repair Section: 4 Stiffener Installati
10、on Guidelines 14 Section: 5 Restraints Methods 16 5.1 Mechanical Repair Fittings Restraint 5.2 Mechanical Coupling Restraint Section: 6 References 18 SECTION 1 1Introduction Traditional piping systems have gasket sealed bell and spigot joints every 20, which can be a potential maintenance and repair
11、 point at each connection. Metallic pipes are subject to corrosion which can require constant maintenance over the life of the pipes. A heat fused high density polyethylene (HDPE) pipeline is not only corrosion and chemical resistant but the leak free joints at 40 50 intervals are as strong as the p
12、ipe itself which provides a maintenance free system except for infrequent unforeseen third party damage. If HDPE is damaged by a third party, repair methods may be required to bring the piping system back into service as soon as possible. This document will provide general guidelines for repairing H
13、DPE. They should be useful in establishing procedures and/or specifications for various repair methods to HDPE piping systems. For above ground repairs, when the pipe can be moved, the damage can be cut out and replacement pipe can be butt fused or electrofused into the system. Figure 1 Above Ground
14、 Repair with Fusion Machine However constrained installations, such as buried pipes, may not allow such movement. Permanent repairs of constrained pipes may require techniques and fittings that do not require longitudinal movement such as spool or flanged assemblies, mechanical or electrofusion coup
15、lings, etc. Caution: Be sure to follow OSHA safety guidelines when uncovering and repairing buried pipelines. SECTION 2 2Temporary Field Repairs 2.1 Full Circle Band Clamp Many system operators will have full circle band clamps in their specifications as a repair option. In general these types of re
16、pair clamps have proven to be a great method of temporary repair, especially in emergency situations. Some general design considerations for the successful use of full circle band clamps are as follows: Full Circle Band Clamps are recommended for repairs only where the pipe is able to maintain its s
17、tructural integrity. Consider repairs only to a clean-cut round hole or deep scratches or gouges of maximum dimension, less than the nominal diameter of the pipe divided by three. Do not use band clamps when the pipe has cracks, jagged punctures, long tears, or deep scratches or gouges which could p
18、ropagate outside the clamp under anticipated field loads. Do not exceed the manufacturers recommended maximum operating parameters such as temperature and pressure. The installer should always follow the clamp manufacturers recommend installation guidelines. Whenever possible, use a product that has
19、 been specifically designed for use with polyethylene pipe. The manufacturer should always be consulted on the use of their product on polyethylene pipe if the clamp was not manufactured specifically for use with polyethylene pipe. Pipe movement due to thermal expansion, thermal contraction and cree
20、p, as well as, surge events must be considered when repairing polyethylene pipe with a full circle band clamp. Generally, full circle band clamps are intended for use in underground applications. If your application is of a different nature, contact the manufacturer of the band clamp. If the band cl
21、amp is to be used as a permanent repair, contact the fitting manufacturer for the suitability of use as a permanent repair. Figure 2 Full Circle Band Clamps SECTION 3 3Permanent Field Repairs 3.1 Small Field Repairs 3.1.1 Saddle Fusion Repair If the size of the puncture damage is very small (1” or s
22、maller puncture on one pipe wall), a capped off Tapping Tee or High Volume Tapping Tee or patch can be saddle fused to the main over the damaged area, provided the water flow can be stopped and the repair area kept dry during the repair process. Before adding the patch or fitting, drill a small hole
23、 at each end of the damage to prevent the crack from propagating further. Then, butt fuse a cap on the service outlet of the Tapping Tee selected for the repair. Turn off the water and prepare the surface area around the damage for the saddle fusion process (see PPI Generic Saddle Fusion Procedure T
24、R-41). Saddle fuse the fitting over the damaged area using the Generic Procedure and allow the joint to cool. Wait 30 minutes and turn the water back on. Figure 3 Saddle Fusion Repair SECTION 3 43.1.2 Electrofusion Patch Repair An electrofusion patch can also be used to repair small puncture damage
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