NAVY UFGS-31 62 13 20-2009 PRECAST PRESTRESSED CONCRETE PILES《预制 预应力混凝土桩柱》.pdf

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1、*USACE / NAVFAC / AFCESA / NASA UFGS-31 62 13.20 (August 2009)-Preparing Activity: NAVFAC SupersedingUFGS-31 62 13.20 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2009*SECTION TABLE OF CONTENTSDIVISION 31 - EARTHWORKSECTION 31 62 13.20PRECAST/PR

2、ESTRESSED CONCRETE PILES08/09PART 1 GENERAL1.1 REFERENCES1.2 LUMP SUM PAYMENT1.2.1 Acceptance Criteria1.3 MEASUREMENT AND PAYMENT1.3.1 Pile Cut-Off1.3.2 Pile Build-ups1.3.3 Pile Splices1.3.4 Pulled Piles1.3.5 Pile Load Test1.4 UNIT PRICES1.4.1 Furnishing and Delivering Prestressed Concrete Piles1.4.

3、1.1 Payment1.4.1.2 Measurement1.4.1.3 Unit of Measure1.4.2 Driving Prestressed Concrete Piles1.4.2.1 Payment1.4.2.2 Measurement1.4.2.3 Unit of Measure1.4.3 Pulled Prestressed Concrete Piles1.4.3.1 Payment1.4.3.2 Measurement1.4.3.3 Unit of Measure1.4.4 Prestressed Concrete Pile Driving Tests1.4.4.1 P

4、ayment1.4.4.2 Measurement1.4.4.3 Unit of Measure1.4.5 Prestressed Concrete Piles for Load Tests1.4.5.1 Payment1.4.5.2 Measurement1.4.5.3 Unit of Measure1.4.6 Prestressed Concrete Pile Compressive Load Tests1.4.6.1 Payment1.4.6.2 MeasurementSECTION 31 62 13.20 Page 1Provided by IHSNot for ResaleNo re

5、production or networking permitted without license from IHS-,-,-1.4.6.3 Unit of Measure1.4.7 Prestressed Concrete Pile Tensile Load Tests1.4.7.1 Payment1.4.7.2 Measurement1.4.7.3 Unit of Measure1.4.8 Prestressed Concrete Pile Lateral Load Tests1.4.8.1 Payment1.4.8.2 Measurement1.4.8.3 Unit of Measur

6、e1.4.9 Pulled Load Test Prestressed Concrete Piles1.4.9.1 Payment1.4.9.2 Measurement1.4.9.3 Unit of Measure1.4.10 Steel H-Pile Driving Points1.4.10.1 Payment1.4.10.2 Measurement1.4.10.3 Unit of Measure1.4.11 Prestressed Concrete Pile Splices1.4.11.1 Payment1.4.11.2 Measurement1.4.11.3 Unit of Measur

7、e1.5 PILE REQUIREMENTS1.6 SUBMITTALS1.7 QUALITY ASSURANCE1.7.1 Piles1.7.2 Quality Control Procedures1.7.3 Installation Procedures1.7.4 Geotechnical Consultant Documentation1.7.5 Concrete Mix Design1.7.6 Load Test Supporting Data1.7.7 Silica Fume Manufacturers Representative1.8 DELIVERY, STORAGE, AND

8、 HANDLING1.8.1 Damaged Piles1.8.1.1 Repairable Cracks1.8.1.2 Non-Repairable Cracks1.8.2 Pile SweepPART 2 PRODUCTS2.1 MATERIALS2.1.1 Cementitious Materials2.1.1.1 Cement2.1.1.2 Fly Ash and Pozzolan2.1.1.3 Ground Iron Blast-Furnace Slag2.1.1.4 Silica-Fume2.1.1.5 Supplemental Cementitious Materials (SC

9、M) Content2.1.2 Water2.1.3 Aggregates2.1.3.1 Alkali-Silica Reactivity (ASR)2.1.4 Admixtures2.1.5 Prestressing Steel2.1.6 Reinforcing Steel2.1.7 Ties and Spirals2.1.8 Anchorages and End Fittings2.1.9 Grout2.1.10 Epoxy Coating2.1.11 H-Pile Extensions2.1.12 Pile Driving Points2.2 CONCRETE MIX DESIGNSEC

10、TION 31 62 13.20 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.3 FABRICATION2.3.1 Formwork2.3.2 Pretensioning2.3.3 Casting2.3.3.1 Conveying2.3.3.2 Placing and Casting2.3.4 Curing of Piles2.3.4.1 Moist Curing2.3.4.2 Accelerated Curing2.3.5 D

11、etensioning2.4 PRODUCT QUALITY CONTROL2.4.1 Aggregate Tests2.4.2 Slump and Strength Tests2.4.3 Changes in Proportions2.4.4 Compressive Strength Test Results2.4.5 Chloride Ion Concentration2.4.6 Chloride Ion PenetrationPART 3 EXECUTION3.1 PILE DRIVING EQUIPMENT3.1.1 Pile Hammers3.1.2 Driving Helmets

12、and Cushion Blocks3.1.2.1 Driving Helmets or Caps and Pile Cushions3.1.2.2 Hammer Cushion or Capblock3.2 PRELIMINARY WORK3.2.1 Wave Equation Analysis of Pile Drivability3.2.2 Order List3.2.3 Pile Length Markings3.3 PILE DRIVING3.3.1 Driving Piles3.3.2 Protection of Piles3.3.3 Tolerances in Driving3.

13、3.4 Rejected Piles3.3.5 Jetting of Piles3.3.6 Predrilling of Piles3.3.7 Splices3.3.8 Build-Ups3.3.9 Pile Cut-Off3.4 FIELD QUALITY CONTROL3.4.1 Test Piles3.4.2 Dynamic Pile Analysis3.4.3 Static Load Tests3.4.3.1 Safe Design Capacity3.4.4 Tensile Load Test3.4.5 Lateral Load Test3.4.6 Pile Records3.5 S

14、PECIAL INSPECTION AND TESTING FOR SEISMIC-RESISTING SYSTEMS- End of Section Table of Contents -SECTION 31 62 13.20 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-31 62 13.20 (August 2009)-Preparing Activity

15、: NAVFAC SupersedingUFGS-31 62 13.20 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2009*SECTION 31 62 13.20PRECAST/PRESTRESSED CONCRETE PILES08/09*NOTE: This guide specification covers the requirements for prestressed, pretensioned piles.Edit thi

16、s guide specification 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 and su

17、ggestions on this guide specification are welcome 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 Criter

18、ia Change Request (CCR).This guide specification includes tailoring options for Army, Navy, Design-Build, and Design-Bid-Build. Selection or deselection of a tailoring option will include or exclude that option in the section, but editing the resulting section to fit the project is still required.*N

19、OTE: TO DOWNLOAD UFGS GRAPHICSGo to http:/www.wbdg.org/ccb/NAVGRAPH/graphtoc.pdf.*NOTE: The extent and location of the work to be accomplished should be indicated on the project drawings or included in the project specification.*SECTION 31 62 13.20 Page 4Provided by IHSNot for ResaleNo reproduction

20、or networking permitted without license from IHS-,-,-*NOTE: The following information shall be shown on the drawings:1. Locations and design loads of piles. If both tension and compression piles are contained in design, identify by type.2. Size, shape, and length of piles.3. Locations, sizes, and nu

21、mber of prestressing steel strands. Unit stresses for prestressing strands.4. Details of reinforcement.5. Details of splices, if required.6. Locations of test piles, if required.7. Soil data, where required.*PART 1 GENERAL1.1 REFERENCES*NOTE: This paragraph is used to list the publications cited in

22、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 when you add a RID outside of the Sections Reference Article to aut

23、omatically 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 specification when you choose to reconcile references in the publis

24、h 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.ACI INTERNATIONAL (ACI)ACI 211.1 (1991; R 2009) Standard Practice for Selecting Proportions for Normal, Heavyweigh

25、t, and Mass ConcreteSECTION 31 62 13.20 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ACI 214R (2002) Recommended Practice for Evaluation of Strength Test Results of ConcreteACI 318/318R (2008; Errata 2008) Building Code Requirements for Stru

26、ctural Concrete and CommentaryACI 318M (2008; Errata 2008) Metric Building Code Requirements for Structural Concrete and CommentaryACI SP-66 (2004) ACI Detailing ManualAMERICAN WELDING SOCIETY (AWS)AWS D1.4/D1.4M (2005; Errata 2005) Structural Welding Code - Reinforcing SteelASTM INTERNATIONAL (ASTM

27、)ASTM A 27/A 27M (2008) Standard Specification for Steel Castings, Carbon, for General ApplicationASTM A 36/A 36M (2008) Standard Specification for Carbon Structural SteelASTM A 416/A 416M (2006) Standard Specification for Steel Strand, Uncoated Seven-Wire for Prestressed ConcreteASTM A 496/A 496M (

28、2007) Standard Specification for Steel Wire, Deformed, for Concrete ReinforcementASTM A 572/A 572M (2007) Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural SteelASTM A 615/A 615M (2009) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinfo

29、rcementASTM A 706/A 706M (2009) Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete ReinforcementASTM A 82/A 82M (2007) Standard Specification for Steel Wire, Plain, for Concrete ReinforcementASTM A 996/A 996M (2009) Standard Specification for Rail-Steel and Axle-Steel De

30、formed Bars for Concrete ReinforcementASTM C 1202 (2009) Standard Test Method for Electrical Indication of Concretes Ability to Resist Chloride Ion PenetrationASTM C 1218/C 1218M (1999; R 2008) Standard Specification for Water-Soluble Chloride in Mortar and ConcreteSECTION 31 62 13.20 Page 6Provided

31、 by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASTM C 1240 (2005) Standard Specification for Silica Fume Used in Cementitious MixturesASTM C 1260 (2007) Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)ASTM C 136 (2006)

32、Standard Test Method for Sieve Analysis of Fine and Coarse AggregatesASTM C 143/C 143M (2008) Standard Test Method for Slump of Hydraulic-Cement ConcreteASTM C 150 (2007) Standard Specification for Portland CementASTM C 1567 (2008) Standard Test Method for Potential Alkali-Silica Reactivity of Combi

33、nations of Cementitious Materials and Aggregate (Accelerated Mortar-Bar Method)ASTM C 172 (2008) Standard Practice for Sampling Freshly Mixed ConcreteASTM C 260 (2006) Standard Specification for Air-Entraining Admixtures for ConcreteASTM C 31/C 31M (2009) Standard Practice for Making and Curing Conc

34、rete Test Specimens in the FieldASTM C 33/C 33M (2008) Standard Specification for Concrete AggregatesASTM C 39/C 39M (2005e1e2) Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensASTM C 494/C 494M (2008a) Standard Specification for Chemical Admixtures for ConcreteASTM C 5

35、95 (2008a) Standard Specification for Blended Hydraulic CementsASTM C 618 (2008a) Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in ConcreteASTM C 666/C 666M (2003; R 2008) Resistance of Concrete to Rapid Freezing and ThawingASTM C 989 (2009) Standard Specificat

36、ion for Ground Granulated Blast-Furnace Slag for Use in Concrete and MortarsASTM D 1143/D 1143M (2007e1) Piles Under Static Axial Compressive LoadASTM D 3689 (1990, R 1995) Individual Piles Under SECTION 31 62 13.20 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without l

37、icense from IHS-,-,-Static Axial Tensile LoadASTM D 3966 (1990; R 1995) Piles Under Lateral LoadsASTM D 4945 (2008) High-Strain Dynamic Testing of PilesPRECAST/PRESTRESSED CONCRETE INSTITUTE (PCI)PCI JR-382 Design, Manufacture and Installation of Prestressed Concrete PilingPCI MNL-116 (1999) Manual

38、for Quality Control for Plants and Production of Structural Precast Concrete ProductsPCI STD-112 (1984) Standard Prestressed Concrete Piles Square, Octagonal and Cylinder1.2 LUMP SUM PAYMENT*NOTE: Use this paragraph for lump-sum contracts, consult with Contracting Officers Technical Representative (

39、Geotechnical Branch) on applicability of use prior to selection. This paragraph will be typically used when there are 1) relatively small quantity of piles, 2) allowable pile loading is less than 40 tons, and 3) the subsurface conditions are well defined. Fill in Table I as required selecting column

40、s applicable to project. Generally, pile capacity, location, and minimum tip elevation are shown on plans. Test piles and load tests are not incorporated on lump sum contracts. Delete this paragraph for unit-price contracts. *Base bids upon providing the number, size, capacity, and length of piles a

41、s indicated on the drawings. following Table I:SECTION 31 62 13.20 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Table ILengthLocation Number Size Capacity (tip to cut-off)The contract price for piling shall include the cost of all necessary

42、equipment, tools, material, labor, and supervision required to: deliver, handle, install, cut-off, dispose of any cut-offs, and meet the applicable contract requirements. The contract price also includes mobilization, pre-drilling, and redriving heaved piles. If, in redriving, it is found that any p

43、ile is not of sufficient length to provide the capacity specified, notify the Contracting Officer, who reserves the right to increase or decrease the total length of piles to be furnished and installed by changing the pile locations or elevations, requiring the installation of additional piles, or d

44、irecting the omission of piles from the requirements shown and specified. Should total number of piles or number of each length vary from that specified as the basis for bidding, an adjustment in the contract price or time for completion, or both, will be made in accordance with the contract documents. Payment for piles will be based on successfully installing piles to both the minimum tip elevation and satisfying the acceptanc