ARMY UFGS-33 30 00-2008 SANITARY SEWERS《污水管道》.pdf
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1、*USACE / NAVFAC / AFCESA / NASA UFGS-33 30 00 (April 2008)-Preparing Activity: USACE SupersedingUFGS-33 30 00 (July 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated March 2008*SECTION TABLE OF CONTENTSDIVISION 33 - UTILITIESSECTION 33 30 00SANITARY SEWERS04/08P
2、ART 1 GENERAL1.1 REFERENCES1.2 SYSTEM DESCRIPTION1.2.1 Sanitary Sewer Gravity Pipeline1.2.2 Sanitary Sewer Pressure Lines1.2.3 USACE Project1.3 SUBMITTALS1.4 QUALITY ASSURANCE1.4.1 Installer Qualifications1.4.2 Drawings1.5 DELIVERY, STORAGE, AND HANDLING1.5.1 Delivery and Storage1.5.1.1 Piping1.5.1.
3、2 Metal Items1.5.1.3 Cement, Aggregate, and Reinforcement1.5.2 Handling1.6 PROJECT/SITE CONDITIONSPART 2 PRODUCTS2.1 PIPELINE MATERIALS2.1.1 Cast-Iron Soil Piping2.1.1.1 Cast-Iron Hub and Spigot Soil Pipe and Fittings2.1.1.2 Cast-Iron Hubless Soil Pipe and Fittings2.1.2 Clay Piping2.1.2.1 Clay Pipe
4、and Fittings2.1.2.2 Clay Piping Jointing Materials2.1.3 Concrete Gravity Sewer Piping2.1.3.1 Concrete Gravity Pipe and Fittings2.1.3.2 Jointing Materials for Concrete Gravity Piping2.1.4 Concrete Pressure Piping2.1.4.1 Concrete Pressure Pipe and Fittings2.1.4.2 Jointing Materials for Concrete Pressu
5、re Piping2.1.5 Ductile Iron Gravity Sewer Pipe and Associated Fittings2.1.5.1 Ductile Iron Gravity Pipe and FittingsSECTION 33 30 00 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.1.5.2 Ductile Iron Gravity Joints and Jointing Materials2.1.6
6、 Ductile Iron Pressure Piping2.1.6.1 Ductile Iron Pressure Pipe and Fittings2.1.6.2 Ductile Iron Pressure Joints and Jointing Materials2.1.7 ABS Composite Plastic Piping2.1.7.1 ABS Composite Plastic Pipe and Fittings2.1.7.2 Jointing Materials for ABS Composite Plastic Piping2.1.8 ABS Solid-Wall Plas
7、tic Piping2.1.8.1 ABS Solid-Wall Plastic Pipe and Fittings2.1.8.2 ABS Solid-Wall Plastic Joints and Jointing Materials2.1.9 PVC Plastic Gravity Sewer Piping2.1.9.1 PVC Plastic Gravity Pipe and Fittings2.1.9.2 PVC Plastic Gravity Joints and Jointing Material2.1.10 PVC Plastic Pressure Pipe and Associ
8、ated Fittings2.1.10.1 PVC Plastic Pressure Pipe and Fittings2.1.10.2 PVC Plastic Pressure Joints and Jointing Material2.1.11 High Density Polyethylene Pipe2.1.12 Reinforced Plastic Mortar Pipe (RPMP)2.1.13 Reinforced Thermosetting Resin Pipe (RTRP)2.1.13.1 Filament Wound RTRP-I2.1.13.2 Centrifugally
9、 Cast RTRP-II2.1.14 Piping Beneath Railroad Right-of-Way2.2 CONCRETE MATERIALS2.2.1 Cement Mortar2.2.2 Portland Cement2.2.3 Portland Cement Concrete2.3 MISCELLANEOUS MATERIALS2.3.1 Precast Concrete Manholes see UFC 3-240-07FA. Where it is determined that a pipe material would be altogether unsuitabl
10、e, every mention of the unsuitable material and referenced publications that pertain only to the unsuitable material will be deleted. If a material would be suitable in a part of the system and unsuitable in other parts, the locations where the material may and may not be used will be shown on the c
11、ontract drawings and stated in the contract specifications. SECTION 33 30 00 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-A study of the conditions will be made to determine the suitability of the materials. If doubt remains after the study,
12、 because of exceptional conditions, a report should be submitted to HQUSACE (CECW-EW).Consider the following in NAVFAC project designs.1. Allowable piping materials:a. The project specification should allow the use of piping materials for each application which are suitable for the project, each to
13、be permitted as a Contractors option.b. Refer to the appropriate NAVFACENGCOM Design Manual/Military Handbook for general information on piping materials suitable for use on the applications covered by this specification.c. Pipe materials which are known to be unsuitable for local conditions (i.e.,
14、corrosion, root penetration, etc.) should not be permitted for the project. However, consideration should be given to use of more effective protective coatings and jointing methods where economically feasible.d. In areas where problems with root penetration are anticipated, specify pipe which has th
15、e kind of joint which will successfully resist root penetration. Generally speaking, the more watertight the joint, the greater will be the resistance to root penetration. Rubber-gasketed and compression-type joints are considered to give the best performance for this application.e. It is assumed th
16、at corrosive fluids (acids, alkalies, toluene, etc.) will not be reaching the exterior sewer system in relatively undiluted condition. If such will not be the case, investigate the materials specified herein for resistance to the particular chemical involved. If necessary, corrosion-resistant materi
17、als other than those specified herein may be used.f. Further information on clay pipe may be found in the Clay Pipe Engineering Manual (1985 Edition) of the National Clay Pipe Institute.g. For further information on the selection of concrete sewer pipe and jointing materials, see the Concrete Pipe D
18、esign Manual (1980 Edition) and the Concrete Pipe Handbook (1980 Edition), both published by the American Concrete Pipe Association.h. Where required for special applications, reinforced concrete arch pipe conforming to ASTM C 506 or reinforced concrete elliptical pipe conforming to ASTM C 507 may b
19、e specified.SECTION 33 30 00 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-i. Plastic pipe is subject to temperature limitations which must be observed when specifying plastic pipe for service from laundries, kitchens, and other facilities di
20、scharging large quantities of water at elevated temperatures (the temperature limit given is for short-time, nonpressure use only; lower temperature limit is required for long-time use or for pressure use):ABS . 82 degrees C (180 degrees F)PVC . 71.degrees C (160 degrees F)j. Do not use ABS pipe for
21、 applications where high chemical resistance is desired, such as in lines from laboratories or hospitals.k. Use caution if considering concrete pipe for septic flows. Depending on septicity, these pipes may not be satisfactory.2. Pipe design:a. Specify equivalent pipe design for the project conditio
22、ns (using the applicable criteria for each pipe material) for each pipe material insofar as is practicable. American Society of Civil Engineers (ASCE Manual No. 37, “Design and Construction of Sanitary and Storm Sewers,“ contains methods of calculation for structural requirements of pipe; from these
23、, the required strengths for pipe of various materials may be determined. Investigate external loads, including earth loads, truck loads, seismic loads, and impact, in the design stage of the project.b. Give special attention in the design stage of project to plastic pipe materials, particularly wit
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