NAVY UFGS-31 62 13 24-2011 CONCRETE CYLINDER PILES《混凝土圆柱形桩柱》.pdf

1、*USACE / NAVFAC / AFCESA / NASA UFGS-31 62 13.24 (August 2011)-Preparing Activity: NAVFAC SupersedingUFGS-31 62 13.24 (April 2006)UFGS-02463 (June 2005)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2011*SECTION TABLE OF CONTENTSDIVISION 31 - EARTHWORKSECTION

2、 31 62 13.24CONCRETE CYLINDER PILES08/11PART 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 Pulled Piles1.3.4 Pile Load Test1.4 UNIT PRICES1.4.1 Furnishing and Delivering Concrete Cylinder Piles1.4.1.1 Paymen

3、t1.4.1.2 Measurement1.4.1.3 Unit of Measure1.4.2 Driving Concrete Cylinder Piles1.4.2.1 Payment1.4.2.2 Measurement1.4.2.3 Unit of Measure1.4.3 Pulled Concrete Cylinder Piles1.4.3.1 Payment1.4.3.2 Measurement1.4.3.3 Unit of Measure1.4.4 Concrete Pile Driving Tests1.4.4.1 Payment1.4.4.2 Measurement1.4

4、.4.3 Unit of Measure1.4.5 Concrete Cylinder Piles for Load Tests1.4.5.1 Payment1.4.5.2 Measurement1.4.5.3 Unit of Measure1.4.6 Concrete Pile Compressive Load Tests1.4.6.1 Payment1.4.6.2 Measurement1.4.6.3 Unit of MeasureSECTION 31 62 13.24 Page 1Provided by IHSNot for ResaleNo reproduction or networ

5、king permitted without license from IHS-,-,-1.4.7 Concrete Pile Tensile Load Tests1.4.7.1 Payment1.4.7.2 Measurement1.4.7.3 Unit of Measure1.4.8 Concrete Pile Lateral Load Tests1.4.8.1 Payment1.4.8.2 Measurement1.4.8.3 Unit of Measure1.4.9 Pulled Load Test Concrete Cylinder Piles1.4.9.1 Payment1.4.9

6、.2 Measurement1.4.9.3 Unit of Measure1.4.10 Concrete Pile Splices1.4.10.1 Payment1.4.10.2 Measurement1.4.10.3 Unit of Measure1.5 PILE REQUIREMENTS1.6 SUBMITTALS1.7 QUALITY ASSURANCE1.7.1 Piles1.7.2 Quality Control Procedures1.7.2.1 Fabrication Plant Requirements1.7.3 Installation Procedures1.7.4 Geo

7、technical Consultant Documentation1.7.5 Concrete Mix Design1.7.6 Static Load Test Supporting Data1.8 DELIVERY, STORAGE, AND 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 F

8、ly Ash and Pozzolan2.1.1.3 Ground Iron Blast-Furnace Slag2.1.1.4 Silica Fume2.1.1.5 Supplemental Cementitious Materials (SCM) Content2.1.2 Water2.1.3 Aggregates2.1.3.1 Alkali-Silica Reactivity (ASR)2.1.4 Admixtures2.1.5 Reinforcing Steel2.1.5.1 Spirals2.1.6 Grout2.1.7 Joint Sealing Material2.1.8 Epo

9、xy Coating2.1.9 Pressure Grouting Epoxy2.1.9.1 Crack Sealer for Pressure Grouting2.1.9.2 Crack Surface Sealer for Pressure Grouting2.1.10 Prestressing/Post Tensioning Tendon2.2 CONCRETE2.2.1 Concrete Mix Design2.2.2 Concrete Mix Design Proportioning2.2.3 Trial Mixtures2.3 FABRICATIONSECTION 31 62 13

10、.24 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.3.1 Manufacturing of Piles and Pile Sections2.3.2 Spiral Reinforcing2.3.3 Arrangement of Strands2.3.4 Curing of Piles2.3.4.1 Moist Curing2.3.4.2 Accelerated Curing2.3.5 Handling2.4 CONCRETE

11、CYLINDER PILE POST-TENSIONED CENTRIFUGALLY CAST (ALTERNATIVE I)2.4.1 Anchorages and End Fittings2.4.2 Forms2.4.3 Longitudinal Reinforcement2.4.4 Spin Casting2.4.5 Longitudinal Ducts (holes) for Prestressing Tendons2.4.6 Concrete Strength2.4.7 Alignment of Sections2.4.8 Post Tensioning2.4.9 Grouting2

12、.4.10 Stress Transfer (Detensioning)2.5 CONCRETE CYLINDER PILE PRESTRESSED STATIC CAST (ALTERNATIVE II)2.5.1 Forms2.5.2 Casting2.5.2.1 Conveying2.5.2.2 Placing and Casting2.5.3 Pretensioning2.5.4 Stress Transfer (Detensioning2.6 FABRICATION TOLERANCES2.7 PROTECTION FROM FREEZING2.8 PRODUCT QUALITY C

13、ONTROL2.8.1 Aggregate Tests2.8.2 Slump and Strength Tests2.8.3 Compressive Strength Test Results2.8.4 Changes in Proportions2.8.5 Chloride Ion Concentration2.8.6 Chloride Ion Penetration2.8.7 Destructive Pile TestingPART 3 EXECUTION3.1 PILE DRIVING EQUIPMENT3.1.1 Pile Hammers3.1.2 Driving Helmets an

14、d 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 FIELD QUALITY CONTROL3.3.1 Test Piles3.3.2 Dynamic Pile Analysis3.3.3 Static Load Tests

15、3.3.3.1 Safe Design Capacity3.3.4 Tensile Load Test3.3.5 Lateral Load Test3.3.6 Pile Records3.4 PILE DRIVING3.4.1 Driving Piles3.4.2 Protection of PilesSECTION 31 62 13.24 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3.4.3 Bail Out of Pile I

16、nterior3.4.4 Interior Inspection for Pile Damage3.4.5 Tolerances in Driving3.4.6 Rejected Piles3.4.7 Jetting of Piles3.4.8 Predrilling of Piles3.4.9 Splices3.4.10 Build-Ups3.4.10.1 Pretensioned Piles3.4.10.2 Post-Tensioned Piles3.4.11 Pile Cut-Off3.5 SPECIAL INSPECTION AND TESTING FOR SEISMIC-RESIST

17、ING SYSTEMS- End of Section Table of Contents -SECTION 31 62 13.24 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-31 62 13.24 (August 2011)-Preparing Activity: NAVFAC SupersedingUFGS-31 62 13.24 (April 2006

18、)UFGS-02463 (June 2005)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2011*SECTION 31 62 13.24CONCRETE CYLINDER PILES08/11*NOTE: This guide specification covers the requirements for post-tensioned, centrifugally cast cylinder piles and prestressed statically

19、cast cylinder piles. Pile reinforcing specified in this guide specification is for steel, special reinforcement materials (i.e. composite, non-magnetic, etc.) should be added on a project by project basis.Adhere to UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard when edit

20、ing this guide specification or preparing new project specification sections. 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.Remove information and requirements n

21、ot required in respective project, whether or not brackets are present.Comments, suggestions and recommended changes for this guide specification are welcome and should be submitted as a Criteria Change Request (CCR).*NOTE: TO DOWNLOAD UFGS GRAPHICSGo to http:/www.wbdg.org/ccb/NAVGRAPH/graphtoc.pdf.

22、*NOTE: The extent and location of the work to be accomplished should be indicated on the project drawings or included in the project specification.*NOTE: The following information shall be shown on SECTION 31 62 13.24 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without

23、 license from IHS-,-,-the drawings:1. Locations and design loads on 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 number of longitudinal ducts for post tensioned steel. Location, sizes and number of

24、 prestressing strands. Unit stresses for post tensioned and prestressing strands or wire.4. Details of reinforcement and tendons.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

25、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 when you add a RID outside of the Section

26、s 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 specification when you choose to reconcil

27、e 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 ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)AASHTO T 259

28、(2002; R 2006) Standard Method of Test for Resistance of Concrete to Chloride Ion PenetrationSECTION 31 62 13.24 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-AMERICAN CONCRETE INSTITUTE INTERNATIONAL (ACI)ACI 211.1 (1991; R 2009) Standard Pr

29、actice for Selecting Proportions for Normal, Heavyweight and Mass ConcreteACI 214R (2011) Evaluation of Strength Test Results of ConcreteACI 318 (2011) Building Code Requirements for Structural Concrete and CommentaryACI 318M (2008; Errata 2011) Building Code Requirements for Structural Concrete R 2

30、008) Standard Specification for Water-Soluble Chloride in Mortar and ConcreteSECTION 31 62 13.24 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASTM C1240 (2011) Standard Specification for Silica Fume Used in Cementitious MixturesASTM C1260 (2

31、007) Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)ASTM C136 (2006) Standard Test Method for Sieve Analysis of Fine and Coarse AggregatesASTM C143/C143M (2010) Standard Test Method for Slump of Hydraulic-Cement ConcreteASTM C150/C150M (2011) Standard Specifica

32、tion for Portland CementASTM C1567 (2008) Standard Test Method for Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials and Aggregate (Accelerated Mortar-Bar Method)ASTM C172/C172M (2010) Standard Practice for Sampling Freshly Mixed ConcreteASTM C260/C260M (2010a) Standard Sp

33、ecification for Air-Entraining Admixtures for ConcreteASTM C31/C31M (2010) Standard Practice for Making and Curing Concrete Test Specimens in the FieldASTM C33/C33M (2011) Standard Specification for Concrete AggregatesASTM C39/C39M (2010) Standard Test Method for Compressive Strength of Cylindrical

34、Concrete SpecimensASTM C42/C42M (2010a) Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of ConcreteASTM C494/C494M (2011) Standard Specification for Chemical Admixtures for ConcreteASTM C595/C595M (2010) Standard Specification for Blended Hydraulic CementsASTM C618 (2008

35、a) Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in ConcreteASTM C666/C666M (2003; R 2008) Resistance of Concrete to Rapid Freezing and ThawingASTM C881/C881M (2010) Standard Specification for Epoxy-Resin-Base Bonding Systems for ConcreteASTM C989 (2010) Standa

36、rd Specification for Slag SECTION 31 62 13.24 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Cement for Use in Concrete and MortarsASTM D 1143/D 1143M (2007e1) Piles Under Static Axial Compressive LoadASTM D 3689 (2007) Standard Test Methods f

37、or Deep Foundations Under Static Axial Tensile LoadASTM D 3966 (2007) Standard Test Methods for Deep Foundations Under Lateral LoadASTM D 4945 (2008) High-Strain Dynamic Testing of PilesPOST-TENSIONING INSTITUTE (PTI)PTI M55.1 (2003; Errata 2009) Specification for Grouting of Post-Tensioned Structur

38、esPRECAST/PRESTRESSED CONCRETE INSTITUTE (PCI)PCI JR-382 (1993) Recommended Practice for Design, Manufacture and Installation of Prestressed Concrete PilingPCI MNL-116 (1999) Manual for Quality Control for Plants and Production of Structural Precast Concrete Products, 4th Edition1.2 LUMP SUM PAYMENT

39、*NOTE: Use this paragraph for lump-sum contracts, consult with Contracting Officers Technical Representative (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

40、 than 40 tons, and 3) the subsurface conditions are well defined. Fill in Table I as required selecting columns 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 p

41、aragraph for unit-price contracts. *Base bids upon providing the number, size, capacity, and length of piles as indicated on the drawings. following Table I:SECTION 31 62 13.24 Page 9Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Table ILengthLocati

42、on Number Size Capacity (tip to cut-off)The contract price for piling shall include the cost of all necessary 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

43、also includes mobilization, pre-drilling, and redriving heaved piles. If, in redriving, it is found that any pile 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 an

44、d installed by changing the pile locations or elevations, requiring the installation of additional piles, or directing 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 accorda