NAVY UFGS-35 59 13 13-2009 PRESTRESSED CONCRETE FENDER PILING《预应力钢筋混凝土护舷桩材》.pdf

1、*USACE / NAVFAC / AFCESA / NASA UFGS-35 59 13.13 (August 2009)-Preparing Activity: NAVFAC SupersedingUFGS-35 59 13.13 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2009*SECTION TABLE OF CONTENTSDIVISION 35 - WATERWAY AND MARINE CONSTRUCTIONSECTIO

2、N 35 59 13.13PRESTRESSED CONCRETE FENDER PILING08/09PART 1 GENERAL1.1 REFERENCES1.2 SUBMITTALS1.3 REQUIREMENTS1.3.1 Piling Lengths and Quantity1.3.2 Piles1.3.3 Driving Helmets, Capblocks, and Pile Cushions1.4 QUALITY ASSURANCE1.4.1 Quality Control Procedures1.4.1.1 Curing of Piles1.4.2 Silica Fume M

3、anufacturers Representative1.4.3 Aggregates1.4.4 Fly Ash and Pozzolan1.4.5 Silica Fume1.4.6 Portland Cement1.4.7 Concrete Mix Design1.5 DELIVERY, STORAGE, AND HANDLING1.5.1 Damaged Piles1.5.1.1 Repairable Cracks1.5.1.2 Non-Repairable Cracks1.5.2 Pile SweepPART 2 PRODUCTS2.1 MATERIALS2.1.1 Cementitio

4、us 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 (SCM) Content2.1.2 Water2.1.3 Aggregates2.1.3.1 Alkali-Silica Reactivity (ASR)2.1.4 AdmixturesSECTION 35 59 13.13 Page 1Provided by IHSNot for Re

5、saleNo reproduction or networking permitted without license from IHS2.1.5 Prestressing Steel2.1.6 Reinforcing Steel2.1.7 Ties and Spirals2.1.8 Pipe Sleeves2.1.9 Bolts, Nuts, and Washers2.1.9.1 Bolts2.1.9.2 Nuts2.1.9.3 Washers2.1.10 Ultrahigh Molecular Weight Polyethylene (UHMWPE) Rubbing Surface2.1.

6、10.1 General2.1.10.2 Resin2.1.10.3 Composition and Fabricated Form2.2 CONCRETE2.2.1 Contractor-Furnished Concrete Mix Design2.2.2 Concrete Mix Design Proportioning2.2.3 Trial Mixtures2.3 FABRICATION OF PRETENSIONED PILES2.3.1 Formwork2.3.2 Pretensioning2.3.3 Casting2.3.3.1 Conveying2.3.3.2 Placing a

7、nd Casting2.3.4 Curing of Piles2.3.4.1 Moist Curing2.3.4.2 Accelerated Curing2.3.5 Detensioning2.3.6 Marking2.4 PRODUCT QUALITY CONTROL2.4.1 Aggregate Tests2.4.2 Strength Tests2.4.3 Changes in Proportions2.4.4 Compressive Strength Test Results2.4.5 Chloride Ion Concentration2.4.6 Chloride Ion Penetr

8、ationPART 3 EXECUTION3.1 PILE DRIVING3.1.1 Driving Piles3.1.2 Pile Driving Leads and Templates3.1.3 Installation of Piles3.1.4 Tolerances in Driving3.1.5 Jetting of Piles3.1.6 Pre-drilling of Piles3.1.7 Splices3.1.8 Buildup3.1.9 Pile Cutoffs3.1.10 Patching3.2 EQUIPMENT3.2.1 Pile Hammers3.2.2 Driving

9、 Helmets, Capblocks, and Pile Cushions3.2.2.1 Driving Helmets or Caps and Pile Cushions3.2.2.2 Hammer Cushion or Capblock3.3 FIELD QUALITY CONTROL3.3.1 Pile Records- End of Section Table of Contents -SECTION 35 59 13.13 Page 2Provided by IHSNot for Resale-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-35

10、59 13.13 (August 2009)-Preparing Activity: NAVFAC SupersedingUFGS-35 59 13.13 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2009*SECTION 35 59 13.13PRESTRESSED CONCRETE FENDER PILING08/09*NOTE: This guide specification covers the requirements for

11、 prestressed concrete fender piling.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 not required in respective project, whether

12、 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 organization designation and telephone number, is on the Internet.Recommended chang

13、es to a UFGS should be submitted as a Criteria Change Request (CCR).*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: Refer to NFESC TM 53-89-03, “Prestressed Concrete Fender Piling User Data Pack

14、age“ for details of these fender piles. The following information shall be shown on the drawings:1. Locations and design loads of piles.2. Size, shape, and length of piles.3. Locations, sizes, and number of prestressing steel strands. Unit stresses for prestressing strands or wire.SECTION 35 59 13.1

15、3 Page 3Provided by IHSNot for Resale-,-,-4. Details of reinforcement and tendons.5. Soil data, where required.6. Embedment depth.*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 referred to in the

16、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 the Referen

17、ce 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 publish print process.*The publications listed below form a part of this specificat

18、ion 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, Heavyweight, and Mass ConcreteACI 212.3R (2004) Chemical Admixtures for ConcreteACI 214

19、R (2002) Recommended Practice for Evaluation of Strength Test Results of ConcreteACI 318M (2008; Errata 2008) Metric Building Code Requirements for Structural Concrete and CommentaryACI SP-66 (2004) ACI Detailing ManualAMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)AASHTO

20、 M 182 (2005) Standard Specification for Burlap Cloth Made from Jute or Kenaf and Cotton SECTION 35 59 13.13 Page 4Provided by IHSNot for Resale-,-,-MatsAMERICAN WELDING SOCIETY (AWS)AWS D1.4/D1.4M (2005; Errata 2005) Structural Welding Code - Reinforcing SteelASTM INTERNATIONAL (ASTM)ASTM A 153/A 1

21、53M (2009) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel HardwareASTM A 307 (2007b) Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile StrengthASTM A 416/A 416M (2006) Standard Specification for Steel Strand, Uncoated Seven-Wire for Prestressed Concrete

22、ASTM A 501 (2007) Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural TubingASTM A 53/A 53M (2007) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and SeamlessASTM A 563 (2007a) Standard Specification for Carbon and Alloy Steel NutsASTM

23、 A 563M (2007) Standard Specification for Carbon and Alloy Steel Nuts (Metric)ASTM A 615/A 615M (2009) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete ReinforcementASTM A 706/A 706M (2009) Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Re

24、inforcementASTM 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 Deformed Bars for Concrete ReinforcementASTM C 1202 (2009) Standard Test Method for Electrical Indication of Concret

25、es Ability to Resist Chloride Ion PenetrationASTM C 1218/C 1218M (1999; R 2008) Standard Specification for Water-Soluble Chloride in Mortar and ConcreteASTM C 1240 (2005) Standard Specification for Silica SECTION 35 59 13.13 Page 5Provided by IHSNot for Resale-,-,-Fume Used in Cementitious MixturesA

26、STM C 1260 (2007) Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)ASTM C 136 (2006) 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) Standar

27、d Specification for Portland CementASTM C 1567 (2008) Standard Test Method for Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials and Aggregate (Accelerated Mortar-Bar Method)ASTM C 171 (2007) Standard Specification for Sheet Materials for Curing ConcreteASTM C 172 (2008) S

28、tandard Practice for Sampling Freshly Mixed ConcreteASTM C 260 (2006) Standard Specification for Air-Entraining Admixtures for ConcreteASTM C 309 (2007) Standard Specification for Liquid Membrane-Forming Compounds for Curing ConcreteASTM C 31/C 31M (2009) Standard Practice for Making and Curing Conc

29、rete Test Specimens in the FieldASTM C 311 (2007) Sampling and Testing Fly Ash or Natural Pozzolans for Use as a Mineral Admixture in Portland-Cement ConcreteASTM C 33/C 33M (2008) Standard Specification for Concrete AggregatesASTM C 39/C 39M (2005e1e2) Standard Test Method for Compressive Strength

30、of Cylindrical Concrete SpecimensASTM C 494/C 494M (2008a) Standard Specification for Chemical Admixtures for ConcreteASTM C 595 (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 Conc

31、reteASTM C 666/C 666M (2003; R 2008) Resistance of Concrete to Rapid Freezing and ThawingSECTION 35 59 13.13 Page 6Provided by IHSNot for Resale-,-,-ASTM C 989 (2009) Standard Specification for Ground Granulated Blast-Furnace Slag for Use in Concrete and MortarsASTM D 1894 (2008) Static and Kinetic

32、Coefficients of Friction of Plastic Film and SheetingASTM D 2240 (2005) Standard Test Method for Rubber Property - Durometer HardnessASTM D 256 (2006e1) Determining the Izod Pendulum Impact Resistance of PlasticsASTM D 4020 (2005) Ultra-High-Molecular-Weight Polyethylene Molding and Extrusion Materi

33、alsASTM D 570 (1998; R 2005) Standard Test Method for Water Absorption of PlasticsASTM D 638 (2008) Standard Test Method for Tensile Properties of PlasticsASTM D 792 (2008) Density and Specific Gravity (Relative Density) of Plastics by DisplacementASTM F 844 (2007a) Washers, Steel, Plain (Flat), Unh

34、ardened for General UsePRECAST/PRESTRESSED CONCRETE INSTITUTE (PCI)PCI MNL-116 (1999) Manual for Quality Control for Plants and Production of Structural Precast Concrete Products1.2 SUBMITTALS*NOTE: Review submittal description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the f

35、ollowing list to reflect only the submittals required for the project. Submittals should be kept to the minimum required for adequate quality control.A “G” following a submittal item indicates that the submittal requires Government approval. Some submittals are already marked with a “G”. Only delete

36、 an 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 thre

37、e characters within the submittal tags may be used following the “G“ designation to indicate the approving authority. SECTION 35 59 13.13 Page 7Provided by IHSNot for Resale-,-,-Codes for Army projects using the Resident Management System (RMS) are: “AE“ for Architect-Engineer; “DO“ for District Off

38、ice (Engineering Division or other organization in the District 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 pro

39、jects, or choose the second bracketed item for Army projects.*Government 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 identi

40、fies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-02 Shop DrawingsPilesDriving helmets, capblocks, and pile cushionsSD-05 Design DataConcrete mix designSubmit a concrete mix design before co

41、ncrete is placed, for each type of concrete used for the piles.SD-06 Test ReportsAggregatesFly ash and PozzolanGround SlagSilica fumeConcreteSubmit concrete cylinder compressive strength test results.SD-07 CertificatesPrecasting manufacturers quality control proceduresSuitability of pile driving equ

42、ipment Curing of piles Silica fume manufacturers representativePrestressing steelSECTION 35 59 13.13 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHSPortland cementConcrete mix designReinforcing steel Rubbing surfaceBolts, nuts, and washers1.3 REQUI

43、REMENTS1.3.1 Piling Lengths and QuantityProvide prestressed pretensioned concrete piles. Base bids upon the number, size, and length of piles as indicated. Adjustments in the contract price will not be made for cutting off piles or for broken, damaged, or rejected piles.1.3.2 PilesPrepare in accorda

44、nce with ACI SP-66. Indicate placement of reinforcement including tendons. Indicate location of special embedded or attached lifting devices, employment of pick-up points, support points other than pick-up points, and any other methods of pick-up. Provide certification of a professional engineer reg

45、istered in any jurisdiction in the U.S. or its territories, that layout and details of reinforcement and tendons conform with that shown on the structural design drawings.1.3.3 Driving Helmets, Capblocks, and Pile CushionsShow details of driving helmets, capblocks, and pile cushions. Submit 2 weeks prior to test pile installation.1.4 QUALITY ASSURANCE1.4.1 Quality Control ProceduresSubmit _