NAVY UFGS-09 67 23 16-2010 FUEL RESISTIVE RESINOUS FLOORING 5-COAT SYSTEM《5涂层系统阻燃树脂地板材料》.pdf

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1、*USACE / NAVFAC / AFCESA / NASA UFGS-09 67 23.16 (August 2010)-Preparing Activity: NAVFAC SupersedingUFGS-09 67 23.16 (February 2010)UFGS-09 67 23.16 (August 2009)UFGS-09 67 23.16 (August 2008)UFGS-09 62 50.12 (April 2006) UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL

2、dated July 2010*SECTION TABLE OF CONTENTSDIVISION 09 - FINISHESSECTION 09 67 23.16FUEL RESISTIVE RESINOUS FLOORING, 5-COAT SYSTEM08/10PART 1 GENERAL1.1 REFERENCES1.2 SUBMITTALS1.3 QUALITY ASSURANCE1.3.1 Test Reports1.3.1.1 Joint Sealant1.3.1.2 Epoxy Mortar Flooring System1.3.1.3 Primer1.3.1.4 Grout

3、Coat1.3.1.5 Urethane Topcoat1.3.1.6 Daily Inspection Report1.3.2 Certificates1.3.2.1 Work Plan1.3.2.2 Flooring System Applicator Qualifications1.3.2.3 Joint Sealant1.3.2.4 Epoxy Mortar Flooring System1.3.2.5 Warranty1.3.3 Manufacturers Instructions1.3.3.1 Joint Sealant1.3.3.2 Epoxy Mortar Flooring S

4、ystem1.3.3.3 Water-Based Alkaline Degreaser1.4 DELIVERY, STORAGE, AND HANDLING1.5 COATING HAZARDS1.6 JOB SITE REFERENCES1.7 PATCH TEST DEMONSTRATIONPART 2 PRODUCTS2.1 JOINT SEALANT2.2 EPOXY MORTAR FLOORING SYSTEM2.2.1 Primer Coat2.2.2 Grout CoatSECTION 09 67 23.16 Page 1Provided by IHSNot for Resale

5、No reproduction or networking permitted without license from IHS-,-,-2.2.3 Urethane Topcoat2.3 WHITE ALUMINUM OXIDE NON-SKID GRIT2.4 PREAPPROVED MATERIALSPART 3 EXECUTION3.1 COATING SAMPLE COLLECTION3.2 TILE AND TILE ADHESIVE REMOVAL3.3 JOINT MATERIAL REMOVAL, RE-SAW CUTTING, CRACK CHASING3.4 DEGREA

6、SING3.5 COATING SYSTEM REMOVAL3.6 SURFACE PREPARATION3.6.1 CMU Surface Preparation3.7 COVE STRIP INSTALLATION3.8 KEY-IN TERMINATIONS3.9 CRACK REPAIRS3.9.1 Install Bondbreaker3.9.2 Repair Cracks3.10 PRE-APPLICATION TESTING FOR CONTAMINATION3.11 COATING APPLICATION3.11.1 Isolation (Expansion) and Cons

7、truction Joint Treatment3.11.2 Contraction Joint Treatment3.11.3 Primer Application3.11.4 Epoxy Mortar Application3.11.5 Primer Application to CMU Walls3.11.6 Epoxy Mortar Application to CMU Walls3.11.7 Grout Coat Application3.11.8 Grout Coat Sanding3.11.9 Saw Cutting and Sealing Joints3.11.9.1 Saw

8、Cut Contraction Joints3.11.9.2 Saw Cut Isolation (Expansion) and Construction Joints3.11.9.3 Install Backer Rod3.11.9.4 Joint Sealant Application3.11.10 Application of Topcoats3.11.10.1 Non-Skid Grit Broadcast3.11.10.2 Grout Coat Cleaning3.11.10.3 First Topcoat3.11.10.4 Second topcoat3.11.10.5 Walkw

9、ay Stripes3.12 CURING3.13 FIELD TESTS AND INSPECTION3.13.1 Coating Inspector3.13.2 Inspection3.13.2.1 Daily Inspection Report3.13.2.2 Inspection Logbook3.13.2.3 Inspection Equipment3.13.3 Adhesion Testing3.14 Final Cleanup- End of Section Table of Contents -SECTION 09 67 23.16 Page 2Provided by IHSN

10、ot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-09 67 23.16 (August 2010)-Preparing Activity: NAVFAC SupersedingUFGS-09 67 23.16 (February 2010)UFGS-09 67 23.16 (August 2009)UFGS-09 67 23.16 (August 2008)UFGS-09 62 50.12 (April 2

11、006) UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2010*SECTION 09 67 23.16FUEL RESISTIVE RESINOUS FLOORING, 5-COAT SYSTEM08/10*NOTE: This guide specification covers the requirements for a five-coat, epoxy mortar flooring system with reflective urethane topc

12、oats, slip resistance, and joint work.Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose applicable items(s) or insert appropriate information.Remove information and requirements not required in respective project, wheth

13、er or not brackets are present.Comments and suggestions on this guide specification are welcome and should be directed to the technical proponent of the specification. A listing of Technical Proponents, including their organization designation and telephone number, is on the Internet.Recommended cha

14、nges to a UFGS should be submitted as a Criteria Change Request (CCR).*NOTE: The epoxy mortar flooring system is appropriate for use in: aircraft maintenance hangars, equipment maintenance shops, jet engine test cells, and all other industrial floors where resistance to impact, abrasion, and fuel is

15、 required. Installation costs: $5.00 to $10.00 per 0.1 square meters square foot. Nominal thickness: 6.25 mm 1/4 inch. Benefits: Tolerates high Moisture Vapor Emission (MVE) rates, produces a level surface over coarse concrete, high impact resistance, good chemical resistance, and may provide a suit

16、able topcoat base for more than 10 years service. Can be rejuvenated by replacing urethane topcoats, and SECTION 09 67 23.16 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-non-skid, only. Approximate service life: Urethane topcoating with non-

17、skid grit at three or more years. The flooring system is neither conductive nor Electro-Static Dissipative (ESD), however, either formulation is easily designed upon request. This specification is not for use in overcoating existing sound coating systems.*NOTE: Prior to the flooring systems installa

18、tion, a concrete condition assessment in accordance with the Naval Facilities Engineering Service Centers (NFESC) Users Guide (UG)-2036-SHR is highly recommended. The condition assessment is designed to identify problem floors and eliminate premature flooring failures produced by: 1) Coating concret

19、e with low surface strength, 2) coating concrete with high surface contamination levels (oils, fuels, fats, waxes, etc.), and 3) coating concrete with a high Moisture Vapor Emission (MVE) rate. The thin film flooring system is suitable for application to: A) “Smooth“ or “Coarse“ concrete surface tex

20、tures, B) concrete with a MVE rate no more than 254 micrograms moisture per second, square meter 4.5 pounds moisture per 24 hours, 1000 square feet (ASTM F 1869), C) concrete with surface strength greater than 1.34 MPa 200 psi (ASTM D 4541), and D) concrete with fuel/oil contamination to a depth no

21、more than 6.25 mm 1/4 inch.*NOTE: If a concrete floor has a Moisture Vapor Emission (MVE) rate more than 254 micrograms moisture per second, square meter 4.5 pounds moisture per 24 hours, 1000 square feet (ASTM F 1869), apply a layered Moisture Reducing System (MRS) prior to the epoxy mortar floorin

22、g system application. Use MRS compatible with the submitted flooring system and approved / warranted by the epoxy mortar flooring system manufacturer. Apply the MRS to shot blasted concrete and reduce the MVE rate to less than 254 micrograms moisture per second, square meter 4.5 pounds moisture per

23、24 hours, 1000 square feet. MRSs can employ combinations of concrete sealers, specific epoxies, and moisture insensitive grouts, with or without mesh. MRSs are available from the following partial list of epoxy mortar flooring system vendors: Tennant (800) 553-8033, Stonhard (856) 779-7500, General

24、Polymers (800) 543-7694, Crawford Labs (800) 356-7625, Floor Seal (800) 295-0221. Moisture Vapor Emission Test Kits (MVETK) are available from the following partial list of vendors: Crawford Labs (800) 356-7625, Floor Seal (800) 295-0221, Sinak (619)231-1771, General Polymers (800)534-7694. *SECTION

25、 09 67 23.16 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*NOTE: Include Section 03 01 30.71 CONCRETE REHABILITATION for minor spalls and surface deterioration repair to depths less than three inches. Specify epoxy mortar for repairs to dept

26、hs no more than 50 mm 2 inches. Specify epoxy concrete for repairs to depths from 25 to 75 mm 1 to 3 inches. Saw cut repairs to depths greater than 25 mm 1 inch to a rectangular geometry. Finish repairs to resemble surrounding concrete using a stainless steel trowel. Include Section 32 01 19.61 RESE

27、ALING OF JOINTS IN RIGID PAVEMENT for large spalls and severe deterioration repair to depths from 75 to 150 mm 3 to 6 inches. Specify Portland Cement Concrete (PCC) with less than 0.45 water-cement ratio, light steel trowel finish, and cure using plastic coated burlap. Use rectangular geometry for r

28、epairs with saw cut edges to a nominal repair depth of 150 mm 6 inches. Cure PCC repair for approximately 30 days prior to the application of the flooring system. Do not cure repairs using liquid membrane-forming compounds.For repairs to spalls and severely distressed concrete to depths greater than

29、 150 mm 6 inches, seek material guidance from Section 03 30 00 CAST-IN-PLACE CONCRETE and procedural guidance from the American Concrete and Pavement Association (ACPA) Guideline TB-002.02P “Concrete Paving Technology - Guidelines for Full Depth Repair.“ Fill repair base with a minimum of 50 mm 2 in

30、ches of clean, non-reactive concrete sand over a suitable vapor retarder (0.25 mm 10 mils polyethylene sheeting). Finish repairs by light steel trowel and cured using plastic coated burlap. Cure repairs for approximately 30 days, or more, prior to the the flooring system application. Do not cure rep

31、airs using liquid membrane-forming compounds.Scarify level any curled and/or settled slab ends with joint surfaces displaying more than 3.2 mm 1/8 inchdifference in vertical height. Resulting surfaces shall contain a height difference no more than 1.5 mm 1/16 inchand a surface texture equal to ICRI-

32、CSP 4.*NOTE: Include Section 03 30 00 CAST-IN-PLACE CONCRETE for new concrete slab construction. Emply measures to control the base, subbase, and subgrade moisture Moisture Vapor Emission (MVE) rates to total no more than 169.0 micrograms moisture per second, square meter 3.0 pounds moisture per 24

33、hours, 1000 square feet when measured on the slabs surface (ASTM F 1869). Improper MVE controls have produced numerous premature coating failures. In addition to appropriate subbase drainage, specify a SECTION 09 67 23.16 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted wit

34、hout license from IHS-,-,-minimum of 50 mm 2 inchesof clean, non-reactive concrete sand over no less than 0.25 mm 10 milsof polyethylene sheeting (ASTM D 4397) with sealed lap joints. Specify concrete mix to be free of accelerators containing calcium chloride and other sources of chloride ion contam

35、ination. Specify two passes of a light power troweled finish and cure using plastic coated burlap or equal method. Do not cure concrete using liquid membrane-forming compounds. Do not specify surface hardeners or dry shake finish (Section 09 97 23 METALLIC TYPE CONDUCTIVE/SPARK RESISTANT CONCRETE FL

36、OOR FINISH). Approximately 60 days following the concrete pour and prior to the flooring system installation, test concrete for the MVE rate and confirm rate is no more than 254 micrograms moisture per second, square meter 4.5 pounds moisture per 24 hours, 1000 square feet(ASTM F 1869). Consult ACI

37、224.3R “Joints in Concrete Construction,“ ACI 302.1R “Guide for Concrete Floor and Slab Construction,“ ACI 360R “Design of Slabs on Grade,“ and other appropriate construction guidance. *NOTE: Where tile is to be removed prior to the flooring system application, test both tile and mastic for the pres

38、ence of asbestos. If asbestos is detected, include Section 02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS for removal and disposal. *NOTE: If flooring system is to be applied to warehouse floors with heavy forklift traffic, a semi-flexible joint sealant is required in lieu of th

39、e specified flexible sealant. Use a semi-flexible epoxy sealant with approximately 90 percent elongation. Do not use semi-flexible sealants in areas exposed to exterior temperatures. *NOTE: Include Section 01 45 00.00 10 01 45 00.00 20 01 45 00.00 40 QUALITY CONTROL. as applicable. *NOTE: Include Se

40、ction 01 57 19.00 20 TEMPORARY ENVIRONMENTAL CONTROLS. This section defines fugitive dust, generated waste, hazardous materials, hazardous substance, hazardous waste, solid waste, construction and demolition (CD) debris, and liquid waste, and contains documentation for dangerous waste profile, waste

41、 information sheet, waste identification document, waste generation record, landfill disposal form, and hazardous material reporting.SECTION 09 67 23.16 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*PART 1 GENERAL1.1 REFERENCES*NOTE: This pa

42、ragraph 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, designation, 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 the text w