ARMY UFGS-31 41 16-2009 METAL SHEET PILING《金属板桩》.pdf
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1、*USACE / NAVFAC / AFCESA / NASA UFGS-31 41 16 (August 2009)-Preparing Activity: USACE (CW) SupersedingUFGS-31 41 16 (November 2008)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2009*SECTION TABLE OF CONTENTSDIVISION 31 - EARTHWORKSECTION 31 41 16METAL SHEET
2、PILING08/09PART 1 GENERAL1.1 UNIT PRICES1.1.1 Steel Sheet Piling, Type _, Grade _1.1.1.1 Payment1.1.1.2 Measurement1.1.1.3 Unit of Measure1.1.2 Steel Fabricated Sections, Types _, Grade _1.1.2.1 Payment1.1.2.2 Measurement1.1.2.3 Unit of Measure1.1.3 Steel Sheet Piling - Government Furnished1.1.3.1 P
3、ayment1.1.3.2 Measurement1.1.3.3 Unit of Measure1.1.4 Aluminum Sheet Piling, Type _1.1.4.1 Payment1.1.4.2 Measurement1.1.4.3 Unit of Measure1.1.5 Aluminum Fabricated Sections, Types _1.1.5.1 Payment1.1.5.2 Measurement1.1.5.3 Unit of Measure1.1.6 Aluminum Sheet Piling - Government Furnished1.1.6.1 Pa
4、yment1.1.6.2 Measurement1.1.6.3 Unit of Measure1.1.7 Cut-Offs1.1.7.1 Payment1.1.7.2 Measurement1.1.7.3 Unit of Measure1.1.8 Splices1.1.8.1 Payment1.1.8.2 Measurement1.1.8.3 Unit of Measure1.1.9 Pulled PilingsSECTION 31 41 16 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted
5、without license from IHS-,-,-1.1.9.1 Payment1.1.9.2 Measurement1.1.9.3 Unit of Measure1.1.10 Removal of Sheet Pilings1.1.10.1 Payment1.1.10.2 Measurement1.1.10.3 Unit of Measure1.2 NAVY REQUIREMENTS1.2.1 Basis of Bids1.2.2 Measurement and Payment1.2.2.1 PACNAVAFACENGCOM Projects1.2.2.2 LANTNAVAFACEN
6、GCOM Projects1.3 ESTIMATED QUANTITIES1.4 REFERENCES1.5 SYSTEM DESCRIPTION1.6 SUBMITTALS1.7 QUALITY ASSURANCE1.7.1 Material Certificates1.7.2 Interlocked Joint Tension Test1.8 DELIVERY, STORAGE, AND HANDLINGPART 2 PRODUCTS2.1 METAL SHEET PILING2.1.1 Interlocks2.1.2 General Requirements2.2 APPURTENANT
7、 METAL MATERIALS2.3 TESTS, INSPECTIONS, AND VERIFICATIONS2.3.1 Materials Tests2.3.2 Interlocked Joint Strength in Tension TestPART 3 EXECUTION3.1 EARTHWORK3.2 INSTALLATION3.2.1 Pile Driving Equipment3.2.1.1 Driving Hammers3.2.1.2 Jetting Equipment3.2.2 Placing and Driving3.2.2.1 Placing3.2.2.2 Drivi
8、ng3.2.3 Cutting-Off and Splicing3.2.4 Inspection of Driven Piling3.2.5 Pulling and Redriving3.3 REMOVAL3.3.1 Pulling3.3.2 Sorting, Cleaning, Inventorying and Storing3.4 INSTALLATION RECORDS- End of Section Table of Contents -SECTION 31 41 16 Page 2Provided by IHSNot for ResaleNo reproduction or netw
9、orking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-31 41 16 (August 2009)-Preparing Activity: USACE (CW) SupersedingUFGS-31 41 16 (November 2008)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2009*SECTION 31 41 16METAL SHEET PI
10、LING08/09*NOTE: This guide specification covers the requirements for metal sheet 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 requ
11、irements not required in respective project, whether 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 te
12、lephone number, is on the Internet.Recommended changes to a UFGS should be submitted as a Criteria Change Request (CCR).*PART 1 GENERAL*NOTE: Permanent earth retaining structures made with steel sheet piling such as caissons, quaywalls, and retaining walls are covered by this section. Temporary stru
13、ctures such as shoring and sheeting are the responsibility of the Contractor and unless required by conditions of the project, are not to be covered by this section. The extent and location of the work to be accomplished should be indicated on the project drawings.The following information must also
14、 be shown on the project drawings:1. Location of piles.2. Soil data, where required.SECTION 31 41 16 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3. Pile shape.4. Pile size and weight.5. Length or tip and cut-off elevations.*1.1 UNIT PRICES*
15、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 Steel Sheet Pilin
16、g, Type _, Grade _1.1.1.1 PaymentPayment for sheet piling quantities will be made at the applicable contract price per linear meter foot for furnished and installed sheet piling. Payment will cover all cost of furnishing, handling, storing and installing piling including placing, driving, cutting ho
17、les and other materials and work incident thereto except the cost of furnishing piling will not be included in the contract price for Government furnished piling.1.1.1.2 MeasurementThe length of sheet piling installed and removed will be measured to the nearest tenth of a linear meter foot. For inst
18、alled pilings directed to be cut off before reaching the penetration depth shown, the portion cut off will be measured for payment as the difference between the total length of piling shown on the plans for that location and the length of piling installed below the point of cut-off.1.1.1.3 Unit of M
19、easureUnit of measure: linear meter foot.1.1.2 Steel Fabricated Sections, Types _, Grade _1.1.2.1 PaymentPayment for sheet piling quantities will be made at the applicable contract price per linear meter foot for furnished and installed sheet piling. Payment will cover all cost of furnishing, handli
20、ng, storing and installing piling including placing, driving, cutting holes and other materials and work incident thereto except the cost of furnishing piling will not be included in the contract price for Government furnished piling.1.1.2.2 MeasurementThe length of sheet piling installed and remove
21、d will be measured to the nearest tenth of a linear meter foot. For installed pilings directed to be cut off before reaching the penetration depth shown, the portion cut off will be measured for payment as the difference between the total length of piling shown on the plans for that location and the
22、 length of piling installed below the point of cut-off.SECTION 31 41 16 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.1.2.3 Unit of MeasureUnit of measure: linear meter foot.1.1.3 Steel Sheet Piling - Government Furnished1.1.3.1 PaymentPaym
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