NAVY UFGS-35 59 13 14 20-2010 POLYMERIC FENDER PILES《聚合物护舷桩》.pdf

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1、*USACE / NAVFAC / AFCESA / NASA UFGS-35 59 13.14 20 (February 2010)-Preparing Activity: NAVFAC SupersedingUFGS-35 59 13.14 20 (August 2008)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2010*SECTION TABLE OF CONTENTSDIVISION 35 - WATERWAY AND MARINE CONSTRUC

2、TIONSECTION 35 59 13.14 20POLYMERIC FENDER PILES02/10PART 1 GENERAL1.1 REFERENCES1.2 Glossary1.3 SUBMITTALS1.4 DELIVERY, STORAGE, AND HANDLING1.5 BASIS OF BIDS1.5.1 Fender PilesPART 2 PRODUCTS2.1 PILE CLASSIFICATION2.2 POLYMERIC PILES2.3 PERFORMANCE REQUIREMENTS2.4 PERFORMANCE CHARACTERISTICS2.4.1 F

3、lexural Strength2.4.2 Flexural Stiffness2.5 SIZE TOLERANCES2.5.1 Circular Piles2.5.2 Square Piles2.6 MATERIALS2.6.1 Physical Properties2.6.2 Type 2 and 3 Polymeric Piles2.6.2.1 Placement of Reinforcing2.6.3 Type 5 Polymeric Piles2.6.3.1 Polymeric Composite Tube2.6.3.2 Outer Surface2.6.3.3 Inner Surf

4、ace2.6.3.4 Concrete Fill2.7 PILE FINISHING2.7.1 Polymeric Pile Protection2.7.2 Surface Condition2.7.3 Pile Tops2.7.3.1 Pile Top Caps2.8 SOURCE QUALITY CONTROLSECTION 35 59 13.14 20 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.8.1 Plant Ins

5、pection2.8.2 Curing2.8.2.1 Type 1, 2, 3 and 4 Polymeric Piles2.8.2.2 Type 5 Polymeric Piles2.9 MANUFACTURERS WARRANTY2.10 CONTRACTORS WARRANTYPART 3 EXECUTION3.1 INSTALLATION3.1.1 Type 5 Polymeric Piles3.1.1.1 On Site Storage3.1.2 Preexcavation3.1.2.1 Jetting of Piles3.1.2.2 Spudding of Piles3.1.2.3

6、 Predrilling of Piles3.1.3 Driving Piles3.1.3.1 Equipment3.1.3.2 Protection of Piles3.1.3.3 Tolerances in Driving3.1.4 Buoyant Piles3.1.5 Pile Cut-Off3.1.6 Fastening3.2 FIELD TREATMENT3.2.1 Polymeric Work3.3 FIELD QUALITY CONTROL3.3.1 Inspections3.3.1.1 Straightness3.3.1.2 Cracks and Defects3.3.2 Pi

7、le Driving Inspection3.3.3 Pile Records- End of Section Table of Contents -SECTION 35 59 13.14 20 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-35 59 13.14 20 (February 2010)-Preparing Activity: NAVFAC Sup

8、ersedingUFGS-35 59 13.14 20 (August 2008)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2010*SECTION 35 59 13.14 20POLYMERIC FENDER PILES02/10*NOTE: This guide specification covers the requirements for polymeric fender piling. These fender piling are typical

9、ly used for secondary fender systems.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.Recommend

10、ed changes to a UFGS should be submitted as a Criteria Change Request (CCR).Use of electronic communication is encouraged.Brackets are used in the text to indicate designer choices or locations where text must be supplied by the designer.*NOTE: The extent and location of the work to be accomplished

11、should be indicated on the project drawings or included in the project specification.*NOTE: The following information shall be shown on the drawings:1. Locations of the fender piles. (If more than one type of fender is used, the location of each type should be indicated)2. Fender design loads.3. Siz

12、e, shape, and length of piles.4. Connection details.SECTION 35 59 13.14 20 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-5. Length of polymeric pile protection. (The camels, separators or watercraft should bear on the protective layer through

13、out the entire tidal range.6. Soil data, where available.7. Embedment depth. (The piles are typically designed as pinned/pinned, therefore the bottom of the piles should have lateral restraint but not fixity.*PART 1 GENERAL1.1 REFERENCES*NOTE: This paragraph is used to list the publications cited in

14、 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 au

15、tomatically place the reference in the Reference Article. Do not use the Reference Wizards Check Reference feature to update the issue dates, as this document is specific to the standards listed. This guide specification will be updated when the standards are updated.References not used in the text

16、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 specification to the extent referenced. The publications are referred to in the text by the basic desig

17、nation only.ACI INTERNATIONAL (ACI)ACI 211.1 (1991; R 2009) Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass ConcreteACI 318 (2008; Errata 2008; Errata 2009; Errata 2009; Errata 2009; Errata 2009; Errata 2009) Building Code Requirements for Structural Concrete and Commen

18、taryACI 318M (2008; Errata 2008; Errata 2009; Errata 2010) Building Code Requirements for Structural Concrete and CommentarySECTION 35 59 13.14 20 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASTM INTERNATIONAL (ASTM)ASTM D 1599 (1999; 2005)

19、 Resistance to Short-Time Hydraulic Failure Pressure of Plastic Pipe, Tubing, and FittingsASTM D 2240 (2005) Standard Test Method for Rubber Property - Durometer HardnessASTM D 2310 (2006) Machine-Made “Fiberglass“ (Glass-Fiber-Reinforced Thermosetting-Resin) PipeASTM D 2996 (2001; R 2007e1) Filamen

20、t-Wound “Fiberglass“ (Glass-Fiber-Reinforced Thermosetting-Resin) PipeASTM D 4060 (2007) Abrasion Resistance of Organic Coatings by the Taber AbraserASTM D 4329 (2005) Standard Practice for Fluorescent UV Exposure of PlasticsASTM D 570 (1998; R 2005) Standard Test Method for Water Absorption of Plas

21、ticsASTM D 6109 (2005) Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastic Lumber and Related ProductsASTM D 638 (2008) Standard Test Method for Tensile Properties of PlasticsASTM D 6662 (2009) Standard Specification for Polyolefin-Based Plastic Lumber Decking Boards

22、ASTM D 695 (2008) Standard Test Method for Compressive Properties of Rigid PlasticsASTM D 746 (2007) Standard Test Method for Brittleness Temperature of Plastics and Elastomers by ImpactASTM D 792 (2008) Density and Specific Gravity (Relative Density) of Plastics by DisplacementASTM D 883 (2008) Ter

23、minology Relating to PlasticsASTM E 84 (2009c) Standard Test Method for Surface Burning Characteristics of Building Materials1.2 GlossarySee ASTM D 883 for standard terminology related to plastics.Extrusion - A manufacturing process where molten polymer is forced through SECTION 35 59 13.14 20 Page

24、5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-a die of a desired shape, to encapsulate fiberglass reinforced plastic or steel bars, which run continuously throughout the length of the product without joints.FRP - Fiber reinforced polymer. A polyme

25、r matrix, either thermoset or thermoplastic, reinforced with a fiber or other material with a sufficient aspect ratio (length to thickness) to provide a discernable reinforcing function in one or more directions.GFRP - Glass fiber reinforced plastic. A composite made from fiberglass reinforcement in

26、 a plastic (polymer) matrix.Polymer - Any of numerous natural and synthetic compounds of usually high molecular weight consisting of up to millions of repeated linked units, each a relatively light and simple molecule.Polymeric Pile - Piling products characterized by the use of polymers, where by (1

27、) the pile strength or stiffness requires the inclusion of the polymer or (2) a minimum of 50 percent of the weight or volume is derived from the polymer. Polymeric piles may be reinforced by composite design for increased stiffness or strength.Pultrusion - A continuous process for manufacturing com

28、posites that have a cross sectional shape. The process consists of pulling a fiber reinforcing material through a resin impregnation bath and through a shaping die, where the resin is subsequently cured.Resin - Any of numerous physically similar polymerized synthetics or chemically modified natural

29、resins. Two main types of polymers used for resins include thermoset and thermoplastic materials.Thermoset Plastics (thermosets) - Refer to a range of polymer materials that once cured do not flow, or melt when heated. Thermoset materials are transformed, through the addition of energy, to a stronge

30、r substance. Thermoset materials are usually liquid or malleable prior to curing, and designed to be molded into their final form, or used as adhesive. Thermoset polymer resins can be transformed into plastics or rubbers by cross-linking. A thermoset material cannot be melted and re-molded after it

31、is cured. Thermoset materials are generally stronger than thermoplastic materials. They are also better suited to high temperature applications. They are not easily recyclable like thermoplastics, which can be melted and re-molded. Examples of thermoset plastics include: natural rubber, Bakelite, Ur

32、ea-Formaldehyde, Melamine, Polyester Resin, and Epoxy Resin. Thermoplastics - Most thermoplastics are high molecular weight polymer chains, mostly joined through weak dispersion forces and more rarely dipole-dipole interactions. Thermoplastic polymers are usually contrasted with thermosetting polyme

33、rs, which cannot go through melt/freeze cycles. Many thermoplastic materials are addition polymers (chain growth polymers), such as polyethylene and polypropylene.1.3 SUBMITTALS*NOTE: Review submittal description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the following list t

34、o reflect only the submittals required for the project. Submittals should be kept to the minimum required for adequate quality control.SECTION 35 59 13.14 20 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-A “G” following a submittal item indic

35、ates that the submittal requires Government approval. Some submittals are already marked with a “G”. Only delete 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 compl

36、ex in context of the project.For submittals requiring Government approval on Army projects, a code of up to three characters 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

37、: “AE“ for Architect-Engineer; “DO“ for District Office (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 f

38、irst bracketed item for Navy, Air Force and NASA projects, 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. information only. When used, a

39、 designation following the “G“ designation identifies 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 DrawingsPolymeric piles GSD-03, Product DataPolymeric piles GInclude dimensions, m

40、aterial specifications, and method of manufacture.Pile driving equipment GDriving helmet GPile caps GPile driving tips GDriving pads GPile tops GManufacturers Warranty GSECTION 35 59 13.14 20 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Cont

41、ractors Warranty GSD-05 Design DataPolymeric piles GDesign calculations GConcrete mix design GSD-06, Test ReportsMaterial Test Reports GPerformance Test Data GDelivery inspection listField inspect and submit a verification list of each pile indicating the condition of the polymeric. Do not incorpora

42、te materials damaged in transport from plant to site.SD-07, CertificatesDriving hammer GPolymeric piles GSD-11, Closeout SubmittalsPile recordsSubmit the close out version of the pile driving records in a type written format within 14 calendar days after completion of driving.1.4 DELIVERY, STORAGE,

43、AND HANDLINGThe Contractor shall inspect each pile, upon delivery, for surface damage, cracks, blemishes, scaring and straightness. The condition of each pile shall be recorded and the delivery inspection list shall be submitted to the Contracting Officer. The Contractor shall handle the piles with

44、ropes or nylon slings without dropping, breaking, bruising or penetrating outer surface with tools. Do not use cant dogs, peaveys, hooks or pikepoles. Protect piles from damage. Store piles above the ground on blocking which is shaped or padded and prevent scaring or sagging of the piles. Storage ra

45、cks shall be arranged to permit air circulation and shall be covered.1.5 BASIS OF BIDS1.5.1 Fender PilesBase bids on the number, circumference, and length of piles as indicated. Should the total number of piles vary from that specified as the basis for bidding, the Contract price will be adjusted in accordance with Contract Clause entitled “Changes“. Adjustment in Contract price will not be made for