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本文(ARMY UFGS-05 50 14-2008 STRUCTURAL METAL FABRICATIONS《结构金属构件》.pdf)为本站会员(李朗)主动上传,麦多课文库仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文库(发送邮件至master@mydoc123.com或直接QQ联系客服),我们立即给予删除!

ARMY UFGS-05 50 14-2008 STRUCTURAL METAL FABRICATIONS《结构金属构件》.pdf

1、*USACE / NAVFAC / AFCESA / NASA UFGS-05 50 14 (November 2008)-Preparing Activity: USACE (CW) SupersedingUFGS-05 50 14.(August 2008)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated October 2007*SECTION TABLE OF CONTENTSDIVISION 05 - METALSSECTION 05 50 14STRUCTURAL M

2、ETAL FABRICATIONS11/08PART 1 GENERAL1.1 UNIT PRICES1.1.1 Payment1.1.2 Measurement1.1.3 Unit of Measure1.2 REFERENCES1.3 SUBMITTALS1.4 QUALITY ASSURANCE1.4.1 Qualification of Welders and Welding Operators1.4.2 Detail DrawingsPART 2 PRODUCTS2.1 MATERIALS2.1.1 Materials Orders2.1.2 Materials List2.1.3

3、Shipping Bill2.2 FABRICATION2.2.1 Structural Fabrication2.2.1.1 Dimensional Tolerances for Structural Work2.2.1.2 Structural Steel Fabrication2.2.1.3 Structural Aluminum Fabrication2.2.2 Welding2.2.2.1 Welding of Structural Steel2.2.2.2 Welding of Steel Castings2.2.2.3 Welding of Aluminum2.2.2.4 Wel

4、ding of Steel Studs2.2.3 Bolted Connections2.2.3.1 Bolted Structural Steel Connections2.2.3.2 Bolted Aluminum Connections2.2.4 Riveted Connections2.2.4.1 Riveted Structural Steel Connections2.2.4.2 Riveted Aluminum Connections2.2.5 Patterns2.2.5.1 Fabrication of Patterns and Core BoxesSECTION 05 50

5、14 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.2.5.2 Available Patterns2.2.5.3 Disposition of Patterns, Core Boxes, and Templates2.2.6 Castings2.2.7 Machine Work2.2.7.1 Finished Surfaces2.2.7.2 Unfinished Surfaces2.2.7.3 Pin Holes2.2.7.4

6、Gears2.2.7.5 Shafting2.2.7.6 Bearings2.2.8 Miscellaneous Provisions2.2.8.1 Metallic Coatings2.2.8.2 Cleaning of Corrosion-Resisting Steel2.2.8.3 Lubrication2.2.9 Shop Assembly2.3 TESTS, INSPECTIONS, AND VERIFICATIONS2.3.1 Nondestructive Testing2.3.2 Tests of Machinery and Structural Units2.3.3 Inspe

7、ction of Structural Steel Welding2.3.3.1 Visual Examination2.3.3.2 Nondestructive Examination2.3.3.3 Test Coupons2.3.3.4 Supplemental Examination2.3.4 Structural Steel Welding Repairs2.3.5 Inspection and Testing of Steel Stud Welding2.3.6 Inspection of Steel CastingsPART 3 EXECUTION3.1 INSTALLATION3

8、.1.1 Alignment and Setting3.1.2 Blocking and Wedges3.1.3 Foundations and Grouting3.2 TESTS3.2.1 Workmanship3.2.2 Production Welding3.3 PROTECTION OF FINISHED WORK3.3.1 Machined Surfaces3.3.2 Lubrication After Assembly3.3.3 Aluminum- End of Section Table of Contents -SECTION 05 50 14 Page 2Provided b

9、y IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-05 50 14 (November 2008)-Preparing Activity: USACE (CW) SupersedingUFGS-05 50 14.(August 2008)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL date

10、d October 2007*SECTION 05 50 14STRUCTURAL METAL FABRICATIONS11/08*NOTE: This guide specification covers the requirements for general workmanship applicable to the fabrication, assembly and testing of various items of metalwork and machine work.Edit this guide specification for project specific requi

11、rements 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 and suggestions on this guide specification are welcom

12、e 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 changes to a UFGS should be submitted as a Criteria Change Request (CCR).*PART 1 GENERAL1.1 UNIT

13、PRICES*NOTE: If Section 01 22 00.00 10 MEASUREMENT AND PAYMENT is included in the project specifications, this paragraph title (UNIT PRICES) should be deleted from this section and the remaining appropriately edited subparagraphs below should be inserted into Section 01 22 00.00 10.*1.1.1 PaymentPay

14、ment will be made for costs associated with metalwork fabrication and SECTION 05 50 14 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-machine work not specifically provided for elsewhere, which includes costs for materials, fabricating work, s

15、hop and field painting, galvanizing or other metallic coatings and the installation of metal items shown or required by these specifications unless otherwise specified. Where payment is based on scale weights, no payment will be made for material in excess of a variation from the net weight calculat

16、ed from the dimensions shown on the approved detail drawings of 4 percent for fabricated shapes, bars and plates and 5 percent for castings and forgings. Except where specifically indicated or specified, no separate payment will be made for bolts, nuts, pins, washers, studs and strap hangers and the

17、 cost of such items must be included in the unit prices of items on which they are used. No separate payment will be made for the inspection of welds listed in paragraph NONDESTRUCTIVE EXAMINATION of this section.1.1.2 MeasurementMetalwork fabrication and machine work for which payment is not otherw

18、ise specifically provided in these specifications, will be measured for payment based upon computed weights per fabricated piece, assembly or cast piece for the various metals as classified on the approved detail drawings except as indicated below. Indicate computed weights on the detail drawings su

19、bmitted for approval. Approval of the detail drawings will constitute acceptance of the computed weights shown thereon. When measurement of complicated shapes can be determined more readily by scale weights per fabricated piece, cast piece or assembly the use of certified scale weights will be appro

20、ved as the basis for measurement.a. Computed Weights: Use the net calculated weights based on the dimensions indicated on the detail drawings for payment. Compute the weight of rolled shapes and plates on the basis of their nominal weights and dimensions. In calculating the net weights deduct all co

21、pes, cuts and open holes except rivet and bolt. Calculating additional weight for overweight allowance, protective coatings, allowance for milling, grip length of rivets and bolts and butt and groove welds is not allowed. Compute the weight of castings including fillets on the basis of the dimension

22、s shown on the detail drawings with deductions for all openings and cuts in the finished casting. Include within computed weights for fillet welds, rivets, bolts and cut washers in accordance with the following:ALLOWANCES FOR WEIGHT OF EQUAL-LEG FILLET WELDSLeg of weld in Kilograms per meterMillimet

23、ers Length of weld3 0.0455 0.0896 0.1608 0.25010 0.36011 0.49013 0.63016 0.98019 1.40022 1.90025 2.500SECTION 05 50 14 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ALLOWANCES FOR WEIGHT OF EQUAL-LEG FILLET WELDSLeg of weld in Pounds per foot

24、Inches Length of weld1/8 0.033/16 0.061/4 0.115/16 0.173/8 0.247/16 0.331/2 0.425/8 0.663/4 0.967/8 1.301 1.70Note: For unequal-leg fillet welds the weight corresponding to the smaller leg in the above listing must be multiplied by the ratio of the longer leg to the smaller leg.ALLOWANCES FOR WEIGHT

25、 OF RIVET HEADSDiameter in Kilograms perMillimeters 100 heads13 1.816 3.219 5.422 8.225 12.029 16.032 22.035 27.038 37.0ALLOWANCES FOR WEIGHT OF RIVET HEADSDiameter in Pounds perInches 100 heads1/2 45/8 73/4 127/8 181 261-1/8 361-1/4 481-3/8 591-1/2 82Note: Allowances for rivets are based on weight

26、data given in AISC Manual for high button type and must apply to all types.SECTION 05 50 14 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ALLOWANCES FOR WEIGHT OF BOLTS - REGULAR SIZEDiameter in Kilograms perMillimeters 100 units13 6.1216 12.

27、2019 20.0022 31.3025 46.7029 68.5032 92.10ALLOWANCES FOR WEIGHT OF BOLTS - REGULAR SIZEDiameter in Pounds perInches 100 units1/2 13.55/8 27.03/4 44.07/8 69.01 103.01-1/8 151.01-1/4 203.0ALLOWANCES FOR WEIGHT OF BOLTS - HEAVY SIZEDiameter in Kilograms inMillimeters 100 units13 9.116 16.319 27.722 41.

28、725 61.229 86.232 113.038 195.044 311.050 454.057 635.064 855.070 1100.075 1460.0ALLOWANCES FOR WEIGHT OF BOLTS - HEAVY SIZEDiameter in Pounds inInches 100 units1/2 20.05/8 36.03/4 61.07/8 92.01 135.01-1/8 190.01-1/4 250.0SECTION 05 50 14 Page 6Provided by IHSNot for ResaleNo reproduction or network

29、ing permitted without license from IHS-,-,-ALLOWANCES FOR WEIGHT OF BOLTS - HEAVY SIZEDiameter in Pounds inInches 100 units1-1/2 430.01-3/4 685.02 1,000.02-1/4 1,400.02-1/2 1,885.02-3/4 2,430.03 3,210.0Note: Allowances for bolts are based on weight data given in AISC manual. Allowances consist of we

30、ight of square head, bolt shank (in and projecting beyond nut) and hexagonal nut and must apply to all type bolts without modification. Projections beyond nuts are assumed equal to 1/2 the bolt diameter up to M50 2 inch size bolts and 25 mm 1 inch for bolt sizes M50 2 inch and above. Where the numbe

31、r and size of another type of bolt would result in a significant difference in a pay item the allowances given above should be supplemented to include the additional type of bolt.ALLOWANCES FOR WEIGHT OF CUT WASHERSBolt Diameter in Kilograms ofMillimeters 100 units13 2.0216 4.0419 5.9422 7.2125 9.71

32、29 11.7032 15.2035 20.1038 22.0044 28.8050 35.9057 48.5064 57.6070 68.9075 84.40ALLOWANCES FOR WEIGHT OF CUT WASHERSBolt Diameter in Pounds ofInches 100 units1/2 4.455/8 8.903/4 13.107/8 15.901 21.401-1/8 25.901-1/4 33.501-3/8 44.301-1/2 48.401-3/4 63.602 79.20SECTION 05 50 14 Page 7Provided by IHSN

33、ot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ALLOWANCES FOR WEIGHT OF CUT WASHERSBolt Diameter in Pounds ofInches 100 units2-1/4 107.002-1/2 127.002-3/4 152.003 186.00Note: Each unit comprise cut washer and bolt shank in depth of washer.The following weights, per

34、 cubic millimeter, will be used in computing weights of metalwork:Iron Castings 7.20 mgSteel (All Compositions) . 7.83 mgCopper, Bronze, Brass; Nickel-Copper Alloy . 8.61 mgLead 11.30 mgAluminum . 2.77 mgAll Other Metals . 7.83 mgThe following weights, per cubic inch, will be used in computing weigh

35、ts of metalwork:Iron Castings . 0.260 poundsSteel (All Compositions) 0.283 poundsCopper, Bronze, Brass; Nickel-Copper Alloy 0.311 poundsLead 0.409 poundsAluminum 0.100 poundsAll Other Metals 0.283 poundsb. Scale Weights - Shop scale weight measurements must be made in the presence of the Contracting

36、 Officer unless otherwise specifically authorized. The weight of erection bolts, nuts and washers boxes, crates and other containers used for packing and the materials used for supporting members during transportation must not be included in the scale weights. Contractor to prepare the shipping list

37、s required in paragraph SUBMITTALS in a format to allow the correct allocation of the scale weights of individual metal parts and members to the applicable payment classifications. Failure to comply with this requirement to the satisfaction of the Contracting Officer will necessitate measurement of

38、computed weights. The weight of shop applied permanent protective coatings will not be deducted from scale weights.1.1.3 Unit of MeasureUnit of measure: per kg pound.1.2 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The publications ar

39、e referred to in the text by basic designation only and listed in this paragraph by organization, designation, date, and title.SECTION 05 50 14 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Use the Reference Wizards Check Reference feature wh

40、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

41、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.ALUMINUM ASSOCIATION (AA)AA ADM1 (2005; Errata 2005) Aluminum Design ManualAMERICAN GEAR MANUFACTURERS ASSOCIATION (AGMA)AGMA 2005 (2003d) Design Manual for Bevel GearsAGMA 6

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