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
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