1、*USACE / NAVFAC / AFCESA / NASA UFGS-09 97 23.13 (May 2011)-Preparing Activity: NAVFAC Replacing without changeUFGS-09 97 23.13 (April 2006UFGS-09980 (August 20049)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2011*SECTION TABLE OF CONTENTSDIVISION 09 - FIN
2、ISHESSECTION 09 97 23.13INTERIOR LINING FOR CONCRETE STORAGE TANKS (FOR PETROLEUM FUELS)05/11PART 1 GENERAL1.1 REFERENCES1.2 SUBMITTALS1.3 MATERIAL SAFETY1.4 QUALITY ASSURANCE1.4.1 Test Reports1.4.1.1 Naval Research Laboratory (NRL) Lining Materials Tests1.4.1.2 Blasting Abrasive TestsPART 2 PRODUCT
3、S2.1 BRAND NAME PRODUCTS2.2 CONCRETE REPAIR MATERIALS2.2.1 Cement2.2.2 Abrasive2.2.2.1 New Abrasive2.2.2.2 Recycled Abrasive2.2.3 Water2.2.4 Mortar2.3 EPOXY PRIMER MIXTURE2.3.1 Products for Epoxy Primer2.4 NRL FORMULATION TLL-462.4.1 Polysulfide Latex, WD-62.4.2 Hydroxypropyl Methyl Cellulose2.4.3 V
4、inylidene Chloride Copolymer Latex2.4.4 Diethylene Glycol Monoethyl Ether Acetate2.4.5 2-N-Octyl-4-Isothiazolin-3-One2.5 INSTRUCTIONS FOR MIXING NRL FORMULATION TLL-462.5.1 Thickener2.5.2 Latex Lining2.6 REINFORCING FABRIC2.7 EPOXY COATING FOR MISCELLANEOUS METAL2.8 SOURCE QUALITY CONTROL2.8.1 Sampl
5、ingSECTION 09 97 23.13 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.8.2 TestsPART 3 EXECUTION3.1 PROTECTION FROM TOXIC AND HAZARDOUS CHEMICAL AGENTS3.1.1 Certified Industrial Hygienist (CIH)3.2 VENTILATION AND AMBIENT CONDITIONS3.3 TANK CL
6、EANING SAFETY, FUEL REMOVAL, AND SAFETY AFTER CLEANING3.4 SURFACE PREPARATION3.4.1 First Abrasive Blast3.4.2 Concrete Repairs3.4.2.1 Estimated Area3.4.3 Cove and Corner Chamfering3.4.4 Patch Tests3.4.4.1 General3.4.4.2 Test Preparation3.4.4.3 Tests3.4.4.4 Approval3.4.5 Second “Brush“ Abrasive Blast3
7、.4.6 Disposal of Used Abrasive3.5 TANK LINING3.5.1 Epoxy Primer3.5.2 Latex Blend Lining System Application3.5.2.1 First Coat of Latex Blend3.5.2.2 Second Coat of Latex Blend3.5.2.3 Third Coat of Latex Blend and Reinforcing Fabric3.5.2.4 Extra Reinforcement Fabric at Bottom Ring Joint3.5.2.5 Finishin
8、g Coats of Latex Blend3.6 MISCELLANEOUS METAL PRODUCTS3.7 FIELD QUALITY CONTROL3.7.1 Tests of Lining Materials3.7.1.1 Package Stability3.7.1.2 Viscosity3.7.2 Test of Lining3.7.2.1 Adhesion Tests3.7.2.2 Thickness of Linings3.7.2.3 Pinholes3.7.3 Fill Test- End of Section Table of Contents -SECTION 09
9、97 23.13 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-09 97 23.13 (May 2011)-Preparing Activity: NAVFAC Replacing without changeUFGS-09 97 23.13 (April 2006UFGS-09980 (August 20049)UNIFIED FACILITIES GUID
10、E SPECIFICATIONSReferences are in agreement with UMRL dated April 2011*SECTION 09 97 23.13INTERIOR LINING FOR CONCRETE STORAGE TANKS (FOR PETROLEUM FUELS)05/11*NOTE: This guide specification covers the requirements for lining concrete tanks for storage of petroleum products.Adhere to UFC 1-300-02 Un
11、ified Facilities Guide Specifications (UFGS) Format Standard when editing this guide specification or preparing new project specification sections. Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose applicable items(s) o
12、r insert appropriate information.Remove information and requirements not required in respective project, whether or not brackets are present.Comments, suggestions and recommended changes for this guide specification are welcome and should be submitted as a Criteria Change Request (CCR).*NOTE: This g
13、uide specification is intended to be used in specifying the requirements for materials, surface preparation, and methods of application of epoxy primer, polysulfide/vinylidene chloride copolymer latex blend with fabric reinforcement, and precautions to safeguard health and safety while lining concre
14、te tanks for storage of petroleum products. Patch tests should be performed on the tank before a decision is made to initiate a project to install the lining in a concrete tank. Contact NAVFAC 04B3 if there is any doubt.*SECTION 09 97 23.13 Page 3Provided by IHSNot for ResaleNo reproduction or netwo
15、rking permitted without license from IHS-,-,-PART 1 GENERAL1.1 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The publications are referred to in the text by basic designation only and listed in this paragraph by organization, designati
16、on, date, and title.Use the Reference Wizards Check Reference feature when you add a RID outside of the Sections Reference Article to automatically place the reference in the Reference Article. Also use the Reference Wizards Check Reference feature to update the issue dates.References not used in th
17、e text will automatically be deleted from this section of the project specification when you choose to reconcile references in the publish print process.*The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the
18、basic designation only.AMERICAN PETROLEUM INSTITUTE (API)API Std 2015 (2001) Safe Entry and Cleaning of Petroleum Storage TanksASTM INTERNATIONAL (ASTM)ASTM C 150/C 150M (2009) Standard Specification for Portland CementASTM C 881/C 881M (2010) Standard Specification for Epoxy-Resin-Base Bonding Syst
19、ems for ConcreteASTM D 2369 (2010) Volatile Content of CoatingsASTM D 562 (2010) Consistency of Paints Measuring Krebs Unit (KU) Viscosity Using a Stormer-Type ViscometerTHE SOCIETY FOR PROTECTIVE COATINGS (SSPC)SSPC SP 5/NACE No. 1 (2007) White Metal Blast CleaningU.S. DEPARTMENT OF DEFENSE (DOD)MI
20、L-A-22262 (1993; Rev B; Am 2 1996) Abrasive Blasting Media Ship Hull Blast CleaningMIL-PRF-23236 (2009; Rev D) Coating Systems for Ship SECTION 09 97 23.13 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-StructuresMIL-PRF-4556 (1998; Rev F; Am
21、1 1999) Coating Kit, Epoxy, for Interior of Steel Fuel TanksU.S. GENERAL SERVICES ADMINISTRATION (GSA)FED-STD-141 (Rev D; Am 1) Paint, Varnish, Lacquer and Related Materials: Methods of Inspection, Sampling and TestingFS CCC-C-429 (Rev F; Notice 1) Cloth, Osnaburg, CottonU.S. NATIONAL ARCHIVES AND R
22、ECORDS ADMINISTRATION (NARA)29 CFR 1910.1000 Air Contaminants29 CFR 1910.1018 Inorganic Arsenic29 CFR 1910.1025 Lead29 CFR 1910.1200 Hazard Communication29 CFR 1910.134 Respiratory Protection40 CFR 260 Hazardous Waste Management System: General40 CFR 261 Identification and Listing of Hazardous Waste
23、40 CFR 262 Standards Applicable to Generators of Hazardous Waste40 CFR 263 Standards Applicable to Transporters of Hazardous Waste40 CFR 264 Standards for Owners and Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities40 CFR 265 Interim Status Standards for Owners and Operators o
24、f Hazardous Waste Treatment, Storage, and Disposal Facilities40 CFR 266 Standards for the Management of Specific Hazardous Wastes and Specific Types of Hazardous Waste Management Facilities40 CFR 268 Land Disposal Restrictions1.2 SUBMITTALS*NOTE: Review submittal description (SD) definitions in Sect
25、ion 01 33 00 SUBMITTAL PROCEDURES and edit the following list to reflect only the submittals required for the project. Submittals should be kept to the minimum required for adequate quality control.SECTION 09 97 23.13 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without
26、 license from IHS-,-,-A “G” following a submittal item indicates that the submittal requires Government approval. Some submittals are already marked with a “G”. Only delete an existing “G” if the submittal item is not complex and can be reviewed through the Contractors Quality Control system. Only a
27、dd a “G” if the submittal is sufficiently important or complex in context of the project.For submittals requiring Government approval on Army projects, a code of up to three characters within the submittal tags may be used following the “G“ designation to indicate the approving authority. Codes for
28、Army projects using the Resident Management System (RMS) are: “AE“ for Architect-Engineer; “DO“ for District Office (Engineering Division or other organization in the District Office); “AO“ for Area Office; “RO“ for Resident Office; and “PO“ for Project Office. Codes following the “G“ typically are
29、not used for Navy, Air Force, and NASA projects.Choose the first bracketed item for Navy, Air Force and NASA projects, or choose the second bracketed item for Army projects.*Government approval is required for submittals with a “G“ designation; submittals not having a “G“ designation are for Contrac
30、tor Quality Control approval.for information only. When used, a designation following the “G“ designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-03 Product DataNRL formulati
31、onSubmit formulators printed catalog data which include brand names, catalog numbers, and names of manufacturers.SD-06 Test ReportsNRL lining materials testsBlasting abrasive testsTests of lining materialsTest of liningFill testSD-07 CertificatesNRL formulationSD-08 Manufacturers InstructionsSECTION
32、 09 97 23.13 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-NRL formulation, include Material Safety Data Sheets (MSDS)The instructions shall include detailed mixing and application procedures, number and types of coats required, minimum and m
33、aximum application temperatures, and curing procedures. In accordance with OSHA 29 CFR 1910.1200, obtain MSDS from the manufacturer for those products used or identified in this specification.1.3 MATERIAL SAFETYEnsure that employees are trained in the requirements of OSHA 29 CFR 1910.1200 and unders
34、tand the information contained in the MSDS for their protection against toxic and hazardous chemical effects.1.4 QUALITY ASSURANCE1.4.1 Test Reports1.4.1.1 Naval Research Laboratory (NRL) Lining Materials TestsSubmit laboratory test results for NRL lining materials in accordance with paragraph entit
35、led “Sampling“ for the second, and subsequent tests performed at the expense of the Contractor.1.4.1.2 Blasting Abrasive TestsSubmit laboratory test results of blasting abrasive and certify conformance to contract requirements. Submit copies of test results required by MIL-A-22262 and certifications
36、.PART 2 PRODUCTS2.1 BRAND NAME PRODUCTS*NOTE: The use of proprietary materials specified in this section has been approved by NAVFACENGCOMHQ (Code 0211) in accordance with the requirements of Naval Facilities Acquisition Supplement (NFAS). NFAS can be found at the following link:https:/portal.navfac
37、.navy.mil/portal/page/portal/navfac/navfac_forbusinesses_Paragraphs in this section may be used without any further NAVFACENGCOMHQ approval or request for waiver.*When this section specifies a brand name product, notwithstanding any other provision of this contract, no other product will be accepted
38、.2.2 CONCRETE REPAIR MATERIALS2.2.1 CementASTM C 150/C 150M, Type I.2.2.2 Abrasive*SECTION 09 97 23.13 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-NOTE: Requirements are essential for OSHA and EPA compliance. Other abrasive materials may be
39、 selected to suit local conditions.*2.2.2.1 New AbrasiveAbrasive for blasting shall be sharp, washed, salt-free angular, crushed wet bottom boiler slag _ free from feldspar or other constituents that tend to break down and remain on the surface. Abrasive shall not contain magnetic materials and shal
40、l conform to MIL-A-22262, except that Mohs hardness shall be 7 to 9 and _.2.2.2.2 Recycled AbrasiveScreen and air wash abrasive recycled at the job site to remove dirt and fines. Add new abrasive so that the combined new and recycled abrasive mixture meets specified abrasive requirements for moistur
41、e, friability, silica, anchor pattern, and oil content. Do not recycle abrasive which has picked up toxic or hazardous material. Do not recycle nickel slag.2.2.3 WaterFor mixing, use potable water which is clean and free from injurious amounts of oil, acid, salt, alkali, organic matter, and other de
42、leterious substances.2.2.4 Mortar*NOTE: Select the applicable paragraph(s) from the following:*Nonshrinking cement mortar, commercially prepared, premixed and used in accordance with manufacturers instructions.Epoxy-resin mortar consisting of an epoxy-resin binder conforming to ASTM C 881/C 881M, Ty
43、pe III, except mineral filler shall not be used, but mix the epoxy-resin mortar with clean, dry, and sharp sand. Vary proportion of sand to epoxy-resin binder from three to seven parts of sand to one part binder depending on grade and size of sand used. Carry out small trial batches to determine pro
44、per proportions before preparing larger field batches. Prepare epoxy-resin binder first and add sand while continuously mixing until all particles are coated. Use moderately rich epoxy-resin mortar for cracks, and knife or press into voids as far as possible. When placing in larger open-type cavities, use a slightly leaner mix and prime existing surface first with a thin coa
