REG UFGS-06 73 01-2012 FIBERGLASS REINFORCED PLASTIC (FRP) GRATING.pdf

《REG UFGS-06 73 01-2012 FIBERGLASS REINFORCED PLASTIC (FRP) GRATING.pdf》由会员分享，可在线阅读，更多相关《REG UFGS-06 73 01-2012 FIBERGLASS REINFORCED PLASTIC (FRP) GRATING.pdf（10页珍藏版）》请在麦多课文档分享上搜索。

1、*USACE / NAVFAC / AFCESA / NASA UFGS-06 73 01 (February 2012)-Preparing Activity: NASA SupersedingUFGS-06 73 01 (February 2010)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in Agreement with UMRL dated January 2012*SECTION TABLE OF CONTENTSDIVISION 06 - WOOD, PLASTICS, AND COMPOSITESSECTION

2、06 73 01FIBERGLASS REINFORCED PLASTIC (FRP) GRATING02/12PART 1 GENERAL1.1 SUMMARY1.2 REFERENCES1.3 PERFORMANCE REQUIREMENTS1.3.1 Structural Performance of Gratings1.4 SUBMITTALS1.5 QUALITY ASSURANCE1.6 PRODUCT DELIVERY AND STORAGEPART 2 PRODUCTS2.1 PRODUCT REQUIREMENTS2.1.1 Molded FRP Grating2.1.2 F

3、asteners2.2 GRATING FABRICATIONPART 3 EXECUTION3.1 GENERAL INSTALLATION REQUIREMENTS3.2 ANCHORAGE, FASTENINGS, AND CONNECTIONS3.3 MANUFACTURERS WARRANTY- End of Section Table of Contents -SECTION 06 73 01 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from

4、 IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-06 73 01 (February 2012)-Preparing Activity: NASA SupersedingUFGS-06 73 01 (February 2010)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in Agreement with UMRL dated January 2012*SECTION 06 73 01FIBERGLASS REINFORCED PLASTIC (FRP) GRATING02/12*NOT

5、E: This guide specification covers requirements for fiberglass reinforced plastic (FRP) gratings.Adhere to UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard when editing this guide specification or preparing new project specification sections. Edit this guide specification

6、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, whether or not brackets are present.Comments, suggestions and recommended

7、 changes for this guide specification are welcome and should be submitted as a Criteria Change Request (CCR).*NOTE: Units of work normally included in this section should be FRP items which require specific fabrication to meet the desired project requirements.*NOTE: Show the following information on

8、 the drawings:1. Location and configuration of all FRP grates.2. All sizes and dimensions.3. Special fastenings, attachments or anchoring.4. Location and special details of expansion joint covers.5. Connection details, other than manufacturers SECTION 06 73 01 Page 2Provided by IHSNot for ResaleNo r

9、eproduction or networking permitted without license from IHS-,-,-standard details for grating.8. Locate and detail removable sections of handrails.*PART 1 GENERAL1.1 SUMMARYThis Section includes, but is not limited to, new fiberglass reinforced plastic (FRP) grating for elevated platforms and walkwa

10、ys.1.2 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, designation, date, and title.Use the Reference Wizards Check Refe

11、rence 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 will automatically be deleted from this section o

12、f 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 basic designation only.AMERICAN SOCIETY OF CIVIL ENGINEE

13、RS (ASCE)ASCE 7-10 (2010; Change 2010; Change 2011; Errata 2011; Change 2011) Minimum Design Loads for Buildings and Other StructuresASTM INTERNATIONAL (ASTM)ASTM D2344/D2344M (2000; R 2006) Standard Test Method for Short-Beam Strength of Polymer Matrix Composite Materials and Their LaminatesASTM D2

14、863 (2010) Measuring the Minimum Oxygen Concentration to Support Candle-Like Combustion of Plastics (Oxygen Index)ASTM D635 (2010) Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Self-Supporting Plastics in a SECTION 06 73 01 Page 3Provided by IHSNot for ResaleNo reprod

15、uction or networking permitted without license from IHS-,-,-Horizontal PositionASTM D638 (2010) Standard Test Method for Tensile Properties of PlasticsASTM D696 (2008) Standard Test Method for Coefficient of Linear Thermal Expansion of Plastics Between -30 degrees C and 30 degrees C With a Vitreous

16、Silica DilatometerASTM D790 (2010) Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating MaterialsASTM D953 (2010) Standard Test Method for Bearing Strength of PlasticsASTM E662 (2009) Standard Test Method for Specific Optical Density of Smoke Generated by Solid Mater

17、ialsASTM E84 (2011b) Standard Test Method for Surface Burning Characteristics of Building MaterialsASTM G 155 (2005a) Standard Practice for Operating Xenon Arc Light Apparatus for Exposure of Non-Metallic MaterialsASTM G 53 (1996) Operating Light- and Water-Exposure Apparatus (Fluorescent UV-Condens

18、ation Type) for Exposure of Nonmetallic MaterialsINTERNATIONAL CODE COUNCIL (ICC)ICC IBC (2009; Errata First Printing) International Building CodeU.S. DEPARTMENT OF DEFENSE (DOD)MIL-HDBK-17-3 (2002; Rev F) Composite Materials Handbook, Vol. 3, Polymer Matrix Composites Material Usage, Design, and An

19、alysisUNDERWRITERS LABORATORIES (UL)UL 94 (1996; Reprint Oct 2010) Standard for Tests for Flammability of Plastic Materials for Parts in Devices and Appliances1.3 PERFORMANCE REQUIREMENTS1.3.1 Structural Performance of GratingsProvide gratings capable of withstanding the effects of gravity loads in

20、accordance with ASCE 7-10, ICC IBC, and the following loads and stresses SECTION 06 73 01 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-within limits and under conditions indicated: Walkways and Elevated Platforms Other Than Exits: Uniform lo

21、ad of 2.873 kilopascal 60 lb/sq.ft. Walkways and Elevated Platforms Used as Exits: Uniform load of 4.788 kilopascal 100 lb/sq.ft. High Load Capacity (HLC)Grating for AASHTO - H-20 LOADING: 14.515 kg 32,000 lb Axle Dual Wheels; minimum 3.8 to 5.1 cm 1.5 to 2 inch thickness. Automobile Traffic: 2268 k

22、g 5000 lb vehicle Forklift: 4.54 2.72 .907 tonne 5 3 1 ton capacity1.4 SUBMITTALS*NOTE: Review Submittal Description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the following list to reflect only the submittals required for the project.The Guide Specification technical editors

23、 have designated those items that require Government approval, due to their complexity or criticality, with a “G.“ Generally, other submittal items can be reviewed by the Contractors Quality Control System. Only add a “G” to an item, if the submittal is sufficiently important or complex in context o

24、f 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 Army projects using the Resident Management System (RMS) are: “AE“ for Arch

25、itect-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 not used for Navy, Air Force, and NASA projects.Choose the first bracketed

26、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 Contractor Quality Control approval.for information only. When used, a designation

27、 following the “G“ designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-02 Shop DrawingsSECTION 06 73 01 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without

28、 license from IHS-,-,-Installation Drawings, Templates, and Directions; G; G, _SD-03 Product DataFRP Grating; G; G, _Clips and Anchorage; G; G, _SD-06 Test ReportsBearing Strength Testing; G; G, _Flexural Properties; G; G, _Ultraviolet Testing; G; G, _Shear Strength; G; G, _Tensile Properties; G; G,

29、 _Toxicity Testing; G; G, _Coefficient of Lineal Thermal Expansion; G; G, _Flame Spread Testing; G; G, _SD-07 CertificatesManufacturers Sample Warranty; G; G, _ Manufacturers Certification of State Product Approval; G; G, _ Certification of Anchorage System compliance with ASCE 7-10; G; G, _ Proof o

30、f Certification from a minimum of two quality assurance programs for its facilities or products (UL, DNV, ABS, USCG, AARR); G; G, _ SD-08 Manufacturers InstructionsShipping, Handling, Erection Procedures; G; G, _Care and Maintenance Instructions; G; G, _SD-09 Manufacturers Field ReportsManufacturers

31、 Certification of Installation; G; G, _SD-11 Closeout SubmittalsManufacturers Warranty; G; G, _1.5 QUALITY ASSURANCE*NOTE: For jobs in Iceland, in lieu of AWS welders SECTION 06 73 01 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-and inspecto

32、rs, use “Technological Institute of Iceland“ certified welders and inspectors.*Provide items by manufacturers having a minimum of ten_ years experience in the design and manufacture of similar products and systems. Additionally, if requested, provide a record of at least five_ previous, separate, si

33、milar successful installations in the last five_ years. Submit Manufacturers catalog data to include two copies of manufacturers specifications, load tables, dimension diagrams, and anchor details for the following items:a. FRP Gratingb. Clips and AnchorageProvide three_ year manufacturers limited w

34、arranty on all FRP products against defects in materials and workmanship. Submit Manufacturers Sample Warranty prior to commencement of the work.Submit installation drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integr

35、al anchors, that are to be embedded in concrete or masonry.Submit Certification of Anchorage System compliance with ASCE 7-10. Deliver such items to Contracting Officer and the Project site prior to commencement of installation. Ensure Manufacturer is certified to the ISO 9001-2008 standard. Submit

36、Manufacturers Certification of State Product Approval. Submit Proof of Certification from a minimum of two quality assurance programs for its facilities or products (UL, DNV, ABS, USCG, AARR)1.6 PRODUCT DELIVERY AND STORAGESubmit Manufacturers recommendations for shipping, handling, erection procedu

37、res, and care and maintenance instructions upon completion of installation. Deliver manufactured materials in original, unbroken pallets, packages, containers, or bundles bearing the label of the manufacturer. Ensure all adhesives, resins and their catalysts and hardeners are crated or boxed separat

38、ely, and noted as such to facilitate their movement to a dry indoor storage facility.Carefully handle all materials to prevent them from abrasion, cracking, chipping, twisting, other deformations, and other types of damage. Adhesives, resins and their catalysts are to be stored in dry indoor storage

39、 facilities between 21 and 30 degrees C 70 and 85 degrees F until they are required.PART 2 PRODUCTS*NOTE: Product selections should be based on esthetic values, reliability and cost. Delete alternate requirements where they occur.*SECTION 06 73 01 Page 7Provided by IHSNot for ResaleNo reproduction o

40、r networking permitted without license from IHS-,-,-2.1 PRODUCT REQUIREMENTSProvide gratings composed of continuous roving fiberglass reinforcement and resin in qualities, quantities, properties, arrangements and dimensions as necessary to meet the design requirements and dimensions as specified.Pro

41、vide resin of isophthalic polyester with chemical formulations as necessary to provide the corrosion resistance, strength and other physical properties conforming to the specified requirements.Submit documentation for the following product tests prior to commencement of work:a. Bearing Strength Test

42、ing conforming to ASTM D953 and “Structural Performance Requirements“ specified above.b. Flexural Properties conforming to ASTM D790(1) Minimum Flexural Strength - 206 MPa 30,000 psi(2) Minimum Flexural Modulus - 12.4 GPa 1.8 x 10 to power 6 psic. Ultraviolet Testing conforming to ASTM G 155, and AS

43、TM G 53d. Shear Strength conforming to ASTM D2344/D2344M(1) Minimum Shear Strength - 31 MPa 4,500 psie. Tensile Properties conforming to ASTM D638(1) Minimum Tensile Strength - 206 MPa 30,000 psif. Toxicity Testing conforming to MIL-HDBK-17-3g. Coefficient of Lineal Thermal Expansion conforming to ASTM D696(1) Required Value - 8.0 by 10 power minus 6 cm/cm/degree C in/in/degree Fh. Flame Spread Testing conforming to ASTM D2863, ASTM E662, and UL 94Ensure all surfaces of FRP items and