ARMY UFGS-03 55 16-2008 GYPSUM CONCRETE FLOOR PLANKS《石膏混凝土地板砖》.pdf

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1、*USACE / NAVFAC / AFCESA / NASA UFGS-03 55 16 (April 2008)-Preparing Activity: USACE SupersedingUFGS-03 51 16 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated October 2007*SECTION TABLE OF CONTENTSDIVISION 03 - CONCRETESECTION 03 55 16GYPSUM CONCRETE FLO

2、OR PLANKS04/08PART 1 GENERAL1.1 REFERENCES1.2 SYSTEM DESCRIPTION1.3 SUBMITTALS1.4 DELIVERY, STORAGE, AND HANDLINGPART 2 PRODUCTS2.1 DECK UNITS2.1.1 Gypsum Deck Plank2.1.2 Gypsum Deck Panels2.1.3 Gypsum Concrete2.1.4 Cross-Tees2.1.5 Miscellaneous Materials2.2 STRUCTURAL STEEL TEE SUBPURLINS2.2.1 Open

3、 Web Truss2.2.2 Hot-rolled Bulb2.2.3 Folded Sheet Metal TeesPART 3 EXECUTION3.1 INSTALLATION3.1.1 Subpurlins3.1.2 Fire Rated Decks3.1.3 Gypsum Concrete3.2 CLEANING AND PROTECTION- End of Section Table of Contents -SECTION 03 55 16 Page 1Provided by IHSNot for ResaleNo reproduction or networking perm

4、itted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-03 55 16 (April 2008)-Preparing Activity: USACE SupersedingUFGS-03 51 16 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated October 2007*SECTION 03 55 16GYPSUM CONCRETE FLOOR PLANKS04/

5、08*NOTE: This guide specification covers the requirements for gypsum plank systems for fire rated floor decks.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.Remov

6、e information and requirements not required in respective project, whether 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 organizat

7、ion designation and telephone number, is on the Internet.Recommended changes to a UFGS should be submitted as a Criteria Change Request (CCR).*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 referre

8、d 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

9、 the Reference Wizards Check Reference feature to update SECTION 03 55 16 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-the issue dates.References not used in the text will automatically be deleted from this section of the project specificati

10、on 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 WELDING SOCIETY (AWS)AWS D1.1/D1.1M (2006; Errat

11、a 2006) Structural Welding Code - SteelASTM INTERNATIONAL (ASTM)ASTM A 36/A 36M (2005) Standard Specification for Carbon Structural SteelASTM A 499 (1989; R 2002) Standard Specification for Steel Bars and Shapes, Carbon Rolled from “T“ RailsASTM A 568/A 568M (2007) Standard Specifications for Steel,

12、 Sheet, Carbon, and High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled, General Requirements forASTM A 653/A 653M (2007) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip ProcessASTM A 82/A 82M (2007) Standard Specification for

13、 Steel Wire, Plain, for Concrete ReinforcementASTM C 317/C 317M (2000; R 2005) Gypsum ConcreteASTM C 36/C 36M (2003e1) Gypsum WallboardASTM C 442/C 442M (2004e1) Gypsum Backing Board, Gypsum Coreboard, and Gypsum Shaftliner BoardASTM E 119 (2007a) Standard Test Methods for Fire Tests of Building Con

14、struction and Materials1.2 SYSTEM DESCRIPTION*NOTE: Gypsum plank deck systems may be used for service floors, located between main floors of hospitals or other buildings of similar construction, to access mechanical or electrical equipment. This type of decking will be specified ONLY as a Contractor

15、s option to other types of SECTION 03 55 16 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-decking since it is a proprietary product. Optional systems will be specified in other Sections and may be cast-in-place gypsum, light weight concrete,

16、expanded metal, or other competitive material suitable to the project.Gypsum plank decking is suitable for moderate temperature and humidity conditions, as recommended by the manufacturer. This type of decking is intended only for walking and for light construction live loads. The maximum allowable

17、superimposed load on the plank is 2.4 kPa (50 psf). Serviced equipment will be supported by structural framing members. Gypsum plank decking is not to be used for material storage. Ceiling suspended under plank decks will be hung from the steel frame or subpurlins, not from the plank itself.Designer

18、 should require materials, products and innovative construction methods and techniques which are environmentally sensitive, take advantage of recycling and conserve natural resources.*The gypsum plank deck system specified in this Section is a Contractors option to other systems specified in Section

19、s _. Provide gypsum plank deck systems which are the products of one manufacturer. Perform the work specified through experienced, qualified installers. Design of the decking system shall be for the dead load conditions and spans indicated; and a maximum allowable superimposed load on the plank of 2

20、.4 kPa 50 psf, to include live load and loads imposed by openings; work of other trades; and all loading and restraining conditions from fabrication, handling, and erection. Support equipment and ceiling by structural framing not from gypsum planks. Deflection shall not exceed L/240 of span. Provide

21、 floor decks that are 2 hour fire rating in accordance with ASTM E 119 fire test conditions.1.3 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. Submittals shou

22、ld be kept to the minimum required for adequate quality control.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

23、Contractors Quality Control system. Only add 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 in

24、dicate the approving authority. SECTION 03 55 16 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Codes for Army projects using the Resident Management System (RMS) are: “AE“ for Architect-Engineer; “DO“ for District Office (Engineering Division

25、 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 item for Navy, Air Force and NASA projects, or choose the seco

26、nd 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.information only. When used, a designation following the “G“ designation identifies the office that will rev

27、iew the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-02 Shop DrawingsInstallation; G; G, _Detail drawings showing decking installation, including framing at all openings for support of the units. Accompany the detail drawings by setti

28、ng details and design calculations showing that the decking installation meets material and design requirements.SD-03 Product DataStructural Steel Tee SubpurlinsLoad tables for subpurlins. Fire tests results. Manufacturers literature on each item specified and current printed installation instructio

29、ns.SD-07 CertificatesFire Rated DecksCertification, based on fire test results, substantiating that the decking furnished complies with fire rating requirements.1.4 DELIVERY, STORAGE, AND HANDLINGDeliver materials in original packages, containers, or bundles with the brand name and name of the manuf

30、acturer shown on accompanying bills of lading. Store materials in a manner that prevents damage before use. When stored under tarpaulins, provide adequate ventilation to prevent condensation. Handle and stack gypsum plank avoiding damage to face, ends and edges; and store off the ground and keep dry

31、 until used. Store gypsum concrete off the ground and keep dry until used.SECTION 03 55 16 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-PART 2 PRODUCTS2.1 DECK UNITS2.1.1 Gypsum Deck PlankProvide gypsum deck plank 50 65 mm 2 2-5/8 inch nomin

32、al thickness by610 mm 24 inches by required length, enough to span two main purlin spans where possible, with offset edges encased in water resistant paper in accordance with ASTM C 442/C 442M.2.1.2 Gypsum Deck Panels*NOTE: Gypsum deck panels are required for all interstitial decks.*ASTM C 36/C 36M,

33、 Type X, 15 by 610 mm 5/8 by 24 inches by required length.2.1.3 Gypsum ConcreteASTM C 317/C 317M, Class A, 3.5 MPa 500 psi compressive strength.2.1.4 Cross-TeesWhen required, provide Cross-Tees cold formed, fabricated from sheet steel conforming to ASTM A 653/A 653M or ASTM A 568/A 568M, size 32 by

34、13 by 0.584 mm 1-1/4 by 1/2 by 0.023 inch thick by 610 mm 24 inch long. Galvanize or factory coat tees with manufacturers standard primer.2.1.5 Miscellaneous MaterialsAdhesives, mastics, cements, tapes and primers shall be as recommended by the gypsum plank manufacturer and be compatible with the ma

35、terial to which they are to be bonded.2.2 STRUCTURAL STEEL TEE SUBPURLINS*NOTE: Select structural support required by deck type, design loads, spans, and fire rating. Delete other subparagraphs.*Flanges shall provide 15 mm 5/8 inch minimum bearing for gypsum deck panels. Galvanize or factory coat te

36、es with manufacturers standard primer.2.2.1 Open Web TrussASTM A 82/A 82M cold formed steel wire.2.2.2 Hot-rolled BulbRail shaped hot-rolled steel conforming to ASTM A 36/A 36M or ASTM A 499.2.2.3 Folded Sheet Metal TeesSheet metal conforming to ASTM A 568/A 568M.SECTION 03 55 16 Page 6Provided by I

37、HSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-PART 3 EXECUTION3.1 INSTALLATIONPerform installation in accordance with the approved drawings. Make field-cut openings for utilities penetrations in accordance with the manufacturers recommendations. Perform welding

38、 in accordance with AWS D1.1/D1.1M.3.1.1 SubpurlinsAlign subpurlins to the required spacing, bearing evenly on structural framing members. End bearings shall be a minimum of 25 mm 1 inch. Subpurlin ends shall have at least 3 mm 1/8 inch clearance to allow for expansion. Provide 19 mm 3/4 inch fillet

39、 welds on both sides of subpurlins at each support. Touch up welds with same type of rust-inhibitive paint used for primer.3.1.2 Fire Rated DecksFor fire rated decks gypsum deck, place panels on bottom flanges of subpurlins. Place gypsum deck planks over gypsum deck panels in accordance with manufac

40、turers directions for fire rated system. Place planks with offset edges “up“ to form a “T“ receptacle for gypsum concrete.3.1.3 Gypsum ConcreteThoroughly mix gypsum concrete using a minimum amount of water to form a thick, pourable mixture. Fill edge joints to slight excess with single pour at subpu

41、rlins. Grout end joints on single span system steel framing. After initial set, strike off excess grout to form smooth, flush joint. Patch any surface damage to gypsum plank with grout and smooth. Remove and replace planks damaged beyond repair.3.2 CLEANING AND PROTECTIONProtect the installed deckin

42、g units from damage by weather and construction operations. Keep the complete decking clean and free of damaged or defaced units, and left ready to receive painting. Surfaces to be painted shall be dry and free of grease and oil. Place a paint sealer on the top surface; traffic areas shall receive a second coat of floor paint.- End of Section -SECTION 03 55 16 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-