NAVY UFGS-10 22 13-2010 WIRE MESH PARTITIONS《金属丝网隔墙》.pdf

1、*USACE / NAVFAC / AFCESA / NASA UFGS-10 22 13 (August 2010)-Preparing Activity: NAVFAC SupersedingUFGS-10 22 13 (April 2006)UFGS-10605 (August 2004)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2010*SECTION TABLE OF CONTENTSDIVISION 10 - SPECIALTIESSECTION 1

2、0 22 13WIRE MESH PARTITIONS08/10PART 1 GENERAL1.1 REFERENCES1.2 SUBMITTALS1.3 DELIVERY, STORAGE, AND HANDLING1.4 SUSTAINABLE DESIGN CERTIFICATION1.5 DESCRIPTION OF WORKPART 2 PRODUCTS2.1 MATERIALS2.1.1 Steel Shapes, Plates, and Bars2.1.2 Cold-Formed Steel2.1.3 Wire Mesh2.1.4 Floor Sockets2.2 NORMAL

3、DUTY PARTITIONS2.2.1 Wire Mesh2.2.2 Vertical Frames2.2.3 Horizontal Frames2.2.4 Center Reinforcing Bar2.2.5 Capping Bar2.2.6 Corner Posts2.2.7 Line Posts2.2.8 Hinged Doors2.2.9 Sheet Metal Base2.3 HEAVY DUTY PARTITIONS2.3.1 Wire Mesh2.3.2 Panel Frames2.3.3 Center Reinforcing Bar2.3.4 Capping Bar2.3.

4、5 Corner Posts2.3.6 Line Posts2.3.7 Hinged Doors2.4 SLIDING DOORS2.5 DOOR OPENING FRAMESSECTION 10 22 13 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.6 LOCKS2.7 SERVICE WINDOWS2.8 FABRICATION2.8.1 Standard Panels2.8.2 Sheet Metal Base Pane

5、ls2.8.3 Doors and Service Windows2.8.4 FinishPART 3 EXECUTION3.1 INSTALLATION3.1.1 Wire Mesh Partitions3.1.2 Doors and Service Windows3.1.3 Bracing3.1.4 Touch-Up- End of Section Table of Contents -SECTION 10 22 13 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without lic

6、ense from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-10 22 13 (August 2010)-Preparing Activity: NAVFAC SupersedingUFGS-10 22 13 (April 2006)UFGS-10605 (August 2004)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2010*SECTION 10 22 13WIRE MESH PARTITIONS08/10

7、*NOTE: This guide specification covers the requirements for wire mesh partitions for normal and for extra heavy industrial use.Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose applicable items(s) or insert appropriate

8、information.Remove 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, includin

9、g their organization designation and telephone number, is on the Internet.Recommended changes to a UFGS should be submitted as a Criteria Change Request (CCR).*NOTE: The following information shall be indicated on the project drawings:1. Location, extent, height, and configuration of wire mesh parti

10、tions.2. All openings, direction of door swing.3. If the project includes both normal duty and heavy duty partitions, indicate the extent of each type.*SECTION 10 22 13 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-PART 1 GENERAL1.1 REFERENCE

11、S*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 Reference feature wh

12、en 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 of the project sp

13、ecification 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 IRON AND STEEL INSTITUTE (AISI)AISI SG03

14、-3 (2002; Suppl 2001-2004; R 2008) Cold-Formed Steel Design Manual SetASTM INTERNATIONAL (ASTM)ASTM A 36/A 36M (2008) Standard Specification for Carbon Structural SteelGREENGUARD ENVIRONMENTAL INSTITUTE (GEI)GEI Greenguard Standards for Low Emitting ProductsSCIENTIFIC CERTIFICATION SYSTEMS (SCS)SCS

15、Scientific Certification Systems (SCS)Indoor Advantage1.2 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 should be kept to the minimum required for

16、 adequate quality control.A “G” following a submittal item indicates that the SECTION 10 22 13 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-submittal requires Government approval. Some submittals are already marked with a “G”. Only delete an

17、 existing “G” if the submittal item is not complex and can be reviewed through the 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 c

18、haracters 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 Architect-Engineer; “DO“ for District Office (Engineering Division or other organization in the District

19、 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 second bracketed item for Army projects.*G

20、overnment 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 following the “G“ designation identifies the office that will review the submittal for the Governme

21、nt. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-02 Shop DrawingsWire mesh partitionsShow layout, details, materials, dimensions, finishes, and all information necessary for fabrication and installation.SD-03 Product DataWire mesh partitionsSubmit for

22、each type of partition, door, and window.Certification1.3 DELIVERY, STORAGE, AND HANDLINGDeliver materials in manufacturers original, unopened containers or packaging with labels intact and legible. Deliver, store, and handle materials so as to prevent damage. Replace damaged or defective materials

23、with new.1.4 SUSTAINABLE DESIGN CERTIFICATIONProduct shall be third party certified by GEI Greenguard Indoor Air Quality Certified, SCS Scientific Certification Systems Indoor Advantage or equal. SECTION 10 22 13 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without lice

24、nse from IHS-,-,-Certification shall be performed annually and shall be current.1.5 DESCRIPTION OF WORKWire mesh partitions shall be all wire type sheet metal base type, normal duty for normal industrial use heavy duty for extra heavy industrial use, and shall be provided complete with fasteners, ca

25、pping bars, adjustable floor sockets, bracing, doors, service windows, hardware, and other items necessary for a complete, useable, and rigid installation.PART 2 PRODUCTS2.1 MATERIALS2.1.1 Steel Shapes, Plates, and BarsASTM A 36/A 36M.2.1.2 Cold-Formed SteelAISI SG03-3.2.1.3 Wire MeshCarbon steel wi

26、re, woven diamond mesh, intermediate crimped.2.1.4 Floor SocketsCast or forged steel or ductile iron, adjustable, approximately 64 mm 2-1/2 inches high.2.2 NORMAL DUTY PARTITIONS2.2.1 Wire Mesh10 gage wire, 38 mm 1-1/2 inch mesh.2.2.2 Vertical Frames32 by 16 mm 1-1/4 by 5/8 inch cold-rolled C sectio

27、n channels or 32 by 16 by 3 mm 1-1/4 by 5/8 by 1/8 inch channels. Provide only C channels where frames are installed toe to toe without posts.2.2.3 Horizontal Frames25 by 16 mm 1 by 5/8 inch channels.2.2.4 Center Reinforcing BarOne 25 by 13 by 3 mm 1 by 1/2 by 1/8 inch channel with all wires woven t

28、hrough, or two 25 by 10 by 3 mm 1 by 3/8 by 1/8 inch channels bolted together with mesh in between.2.2.5 Capping Bar56 by 25 by 3 mm 2-1/4 by one by 1/8 inch channel or 50 by 6 mm 2 by 1/4 inch flat bar.SECTION 10 22 13 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted witho

29、ut license from IHS-,-,-2.2.6 Corner PostsStructural steel angles, 32 by 32 by 3 mm 1-1/4 by 1-1/4 by 1/8 inch.2.2.7 Line PostsUnless otherwise indicated, provide partitions more than 3600 mm 12 feet high with flat bar line posts bolted between vertical frame channels. Sizes of posts shall be as fol

30、lows:Partition Height Size of Posts3600 to 4400 mm 44 by 7.9 mm or 50 by 6 mm4400 to 5900 mm 63 by 7.9 mm5900 to 7100 mm 75 to 7.9 mmPartition Height Size of Posts12 feet to 14 feet 8 inches 1-3/4 by 5/16 inch or2 by 1/4 inch14 feet 8 inches to 19 feet 8 inches 2-1/2 by 5/16 inch19 feet 8 inches to

31、23 feet 8 inches 3 by 5/16 inch2.2.8 Hinged DoorsFrames shall be 32 by 13 by 3 mm 1-1/4 by 1/2 by 1/8 inch channels with 32 by 3 mm 1-1/4 by 1/8 inch flat bar cover on top and bottom rails and on hinge stile and a 35 by 20 by 3 mm 1-3/8 by 3/4 by 1/8 inch angle riveted to the lock stile. Provide 1 1

32、/2 pairs of regular weight, wrought steel, non-removable pin, butt hinges riveted or welded to the door and the door opening frame for each door.2.2.9 Sheet Metal BaseHot- or cold-rolled sheet steel, not lighter than 16 gage.2.3 HEAVY DUTY PARTITIONS2.3.1 Wire Mesh6 gage wire, 50 mm 2 inch mesh.2.3.

33、2 Panel Frames38 by 20 by 3 mm 1-1/2 by 3/4 by 1/8 inch steel channels.2.3.3 Center Reinforcing BarOne 38 by 20 by 3 mm 1-1/2 by 3/4 by 1/8 inch channel with all wires woven through, or two 32 by 10 by 3 mm 1-1/4 by 3/8 by 1/8 inch channels bolted together with mesh in between.2.3.4 Capping BarStruc

34、tural steel channel, 75 mm by 1.9 kg 3 inch by 4.1 pounds.SECTION 10 22 13 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.3.5 Corner PostsStructural steel angles, 45 by 45 by 3 mm 1-3/4 by 1-3/4 by 1/8 inch.2.3.6 Line PostsUnless otherwise i

35、ndicated, provide partitions with flat bar line posts bolted between vertical frame channels. Sizes of posts shall be as follows:Partition Height Size of Posts2100 to 3600 mm 62 by 7.9 mm3600 to 4800 mm 75 by 7.9 mm or 62 by 10 mm4800 to 6000 mm 87 by 7.9 mmPartition Height Size of Posts7 feet to 12

36、 feet 2-1/2 by 5/16 inch12 feet to 16 feet 3 by 5/16 inch or 2-1/2 by 3/8 inch16 feet to 20 feet 3-1/2 by 5/16 inch2.3.7 Hinged DoorsFrames shall be 38 by 20 by 3 mm 1-1/2 by 3/4 by 1/8 inch channels with 38 by 3 mm 1-1/2 by 1/8 inch flat bar cover on top and bottom rails and on hinge stile and a 41

37、 by 22 by 3 mm 1-5/8 by 7/8 by 1/8 inch angle riveted to the lock stile. Provide 1-1/2 pairs of heavyweight, wrought steel, non-removable pin, butt hinges riveted or welded to the door and the door opening frame for each door.2.4 SLIDING DOORSFrames shall be 38 by 20 by 3 mm 1-1/2 by 3/4 by 1/8 inch

38、 channels with 38 by 3 mm 1-1/2 by 1/8 inch flat bar cover all around. Provide two four-wheel, roller bearing hangers and steel box track for each door.2.5 DOOR OPENING FRAMESProvide frames the same size and shape as the vertical frames for the mesh panels.2.6 LOCKSProvide each door with a mortise t

39、ype lock with a six-pin tumbler lock cylinder on the outside and a recessed knob on the inside.2.7 SERVICE WINDOWSSlide up type, mounted in standard mesh panel reinforced with channel tracks. Opening shall be 600 mm wide by 450 mm high 24 inches wide by 15 inches high unless otherwise indicated. Pro

40、vide two spring loaded latches, operable only from the inside, to lock window in open and closed positions. Form shelf of 12 gage sheet steel, 300 mm deep by 625 mm wide 12 inches deep by 25 inches wide, unless otherwise indicated.SECTION 10 22 13 Page 8Provided by IHSNot for ResaleNo reproduction o

41、r networking permitted without license from IHS-,-,-2.8 FABRICATION2.8.1 Standard PanelsWire shall be woven into diamond mesh, intermediate crimped, and securely clinched to frames. Joints shall be mortised and tenoned. Wire shall be continuous at center reinforcing bars, either woven through a sing

42、le channel or bolted between two channels. Panel vertical frames shall have 6 mm 1/4 inch bolt holes 300 mm 12 inches o.c. for normal duty partitions 10 mm 3/8 inch bolt holes 450 mm 18 inches o.c. for heavy duty partitions.2.8.2 Sheet Metal Base PanelsUpper portion shall be as specified for standar

43、d panels, except that the wire shall be clinched into the center reinforcing bar. Form sheet steel to fit between the panel frames and securely bolt to the frames.2.8.3 Doors and Service WindowsConstruction shall be similar to that specified for panels. Wire mesh shall be the same as that used in th

44、e adjacent partition panels.2.8.4 FinishThoroughly clean ferrous metal, treat with phosphate, and paint with green black gray enamel in the shop.PART 3 EXECUTION3.1 INSTALLATION3.1.1 Wire Mesh PartitionsInstall plumb, level, and true to line, within a tolerance of 3 mm in 3 m 1/8 inch in 10 feet or

45、the height or run of the partition, if less than 3 meters 10 feet. Anchor floor sockets to the floor with expansion bolts. Vertical frames and posts shall be bolted together with 6 mm bolts 300 mm o.c. 1/4 inch bolts 12 inches o.c. for normal duty partitions 10 mm bolts 450 mm o.c. 3/8 inch bolts 18 inches o.c. for heavy duty partitions. Secure t