NAVY MIL-R-28653 C-1990 REVETMENT KIT PREFABRICATED MODULAR TYPE CORRUGATED STEEL PANELS《波纹钢面板用于预制模块式护岸工具箱》.pdf

1、MIL-R-28653C 5Li 7797706 OLiL4Y7L T I INCH POUND I MIL-R-28653C 14 March 1990 SUPERSEDING 22 March 1984 MIL-R-28653C MILITARY SPECIFICATION REVETMENT KIT, PREFABRICATED MODULAR TYPE; CORRUGATEI) STEEL PANELS This specification is approved for use by all Departments and Agencies of the Department of

2、Defense. 1. SCOPE 1.1 Scope. This specification covers revetment kits, consisting of prefabricated panels and connecting structures and hardware. 1.2 Classification. When specified, revetment kits will have the following types and sizes identified by part identifying number (PIN) (see 6.2). Type 1 -

3、 Bolted type. Size A - 4 feet (ft) by 5.5 ft wide by 50 ft long. Size B - 5.33 ft high by 9.9 ft wide by 30 ft long. Type 2 - Pinned type. Size C - 12 ft high by 5 ft wide by 252 ft long. Size D - 16 ft high by 7 ft wide by 252 ft long. Size E - 16 ft high by 7 ft wide by 132 ft long. Size F - 12 ft

4、 high by 5 ft wide by 132 ft long. Beneficial comments (recommendations, additions, deletions) and any pertinent1 data which may be of use in improving this document should be addressed to: I Commanding Officer (Code 156), Naval Construction Battalion Center, Port I Hueneme, CA 93043-5000, by using

5、the self-addressed Standardization I Idocument or by letter. I Document Improvement Proposal (DD Form 1426) appearing at the end of this I AMSC N/A FSC 5450 DISTRIBUTION STATEMENT A. Approved for public release; distribution is unlimited. Provided by IHSNot for ResaleNo reproduction or networking pe

6、rmitted without license from IHS-,-,-MIL-R-28653C 51 m 7777706 0131172 3 m MIL-R-28653C 2. APPLICABLE DOCUMENTS 2.1 Government documents, 2.1.1 Specifications and standards. The following specifications and standards form a part of this document to the extent specified herein. Unless otherwise speci

7、fied, the issues of these documents are those listed in the issue of the Department of Defense Index of Specifications and Standards (DODISS) and supplement thereto, cited in the solicitation (see 6.2). SPECIFICATIONS FEDERAL PPP-B-636 - Boxes, Shipping Fiberboard. PPP-T-97 - Tape, Pressure-Sensitiv

8、e Adhesive, Filament Reinforced. MILITARY MIL-P-116 - Preservation, Methods of. STANDARDS MILITARY MIL-STD-105 - Sampling Procedures and Tables for Inspection MIL-STD-2073 - DoD Materiel, Procedures of Development and by Attributes. Application of Packaging Requirements. (Unless otherwise indicated,

9、 copies of federal and military specifications, standards, and handbooks are available from Military Specifications and Standards, Bldg. 4D, 700 Robbins Avenue, Philadelphia, PA 19111-5094.) 2.1.2 Government drawings. The following Government drawings form a part of this document to the extent speci

10、fied herein. Unless otherwise specified, the issues are those cited in the solicitation, DRAWINGS NAVAL FACILITIES ENGINEERING COMMAND (NAVFAC) Drawing No. 1109790 - Steel-Bin Type Revetment. Drawing No. 1109830 - Revetment Kits 12 Foot Height, 16 Foot Height. Drawing No. 6027505 - Retaining wall, S

11、teel Bin Type. (Copies of specifications,. standards, drawings, publications, and other Government documents required by contractors in connectgon with specific acquisition functions should be obtained from the contracting activity or as directed by the contracting activity.) 2 Provided by IHSNot fo

12、r ResaleNo reproduction or networking permitted without license from IHS-,-,-VIL-R-28653C 54 777770b 0434473 3 MIL-R-28653C 2.2 Non-Government publications. The following documents form a part of this document to the extent specified herein. Unless otherwise specified, the issues of the documents wh

13、ich are DoD adopted are those listed in the issue of the DODISS cited in the solicitation. Unless otherwise specified, the issues of documents not listed in the DODISS are the issues of the documents which are current on the date of the solicitation (see 6.2). ASTM ASTM A 108 - Steel Bars, Carbon, C

14、old Finished, Standard Quality. ASTM A 153 - Zinc Coating (Hot Dip) on Iron and Steel Hardware. ASTM A 307 - Low-Carbon Steel Externally and Internally Threaded Standard Fasteners. ASTM A 123 - Zinc (Hot Dip Galvanized) Coating on Iron and Steel Products. ASTM A 444 - Sheet Steel, Zinc Coated (Galva

15、nized) by the Hot Dip Process for Culverts and Under Drains. ASTM D 2103 - Polyethylene Film and Sheeting. ASTM D 3951 - Commercial Packaging. (Application for copies should be addressed to the ASTM, 1916 Race Street, Philadelphia, PA 19103.) (Non-Government standards and other publications are norm

16、ally available from the organizations that prepare or distribute the documents. These documents also may be available in or through libraries or other informational services.) 2.3 Order of precedence. In the event of a conflict between the text of this document and the references cited herein (excep

17、t for associated detail specifications, specification sheets or MS standards), the text of this document takes precedence. Nothing in this document, however, supersedes applicable laws and regulations unless a specific exemption has been obtained. 3. REQUIREMENTS 3.1 Description. Revetment kits shal

18、l consist of preformed structural elements as shown in the applicable figures and drawings. These elements shall interconnect to form vertical earth retaining walls. comes in two sizes. The kit with 4 ft high walls is stackable to 12 ft high. The kit with 5.33 ft high walls is not stackable. The pin

19、ned revetment kit comes in four sizes of varying widths, heights, and lengths. The bolted revetment kit 3.1.1 Bolted revetment kit. Unless otherwise specified (see 6.2), the bolted revetment kit shall contain the items listed in table IA or IB. 3 Provided by IHSNot for ResaleNo reproduction or netwo

20、rking permitted without license from IHS-,-,-MIL-R-2b53C 54 m 777770b 0414474 5 m MIL-R-28653C TABLE IA. Type 1 - size A bolted revetment kit. I I I I I Figure I I Item I No. I Description I I I I I Quantity I I I l l I I 12 I I I I I 30 I I I 3, 5 I Column, 8 gage, 4 ft O inch I 60 I I 2 I 3, 4 I S

21、tringer, 9.5 ft, 16 gage I I 3 I 3, 4 I Connecting channel, 8 gage I I 12 I I 4 I 3, 6 I Standard spacer, 5 ft I I I I 2-3/8 inches long, 16 gage I I 6 I I 5 I 3, 6 I Bottom spacer, 5 ft 2-3/8 I I inches long, 16 gage I I 12 I 3, 4 I Base plate, 22 inches by 16 I I I I 61 I inches, 1 gage I 3 I Mach

22、ine bolts with hex nuts I I I I I 71 I I I galvanized 5/8 inch diameter I I 580 I 24 I I -I I by 1-1/4 inch I 3 I Springs nuts 5/8 inch I .I 12 I 5 I Column splice plate, 2 ft I I 81 I 91 I I I O inch long, 10 gage I TABLE IB. Twe 1 - size A bolted revetment kit. I I I Figure I I I I Item I No. I De

23、scription I I I l I I 8 I I I I I I 11 3, 5 I Column, 8 gage, 4 ft 4 inch I. I 2 I 3, 4 1 Stringer, 9.5 feet long, 16 gage I 24 I I 48 I I 3 I 3, 4 I Channel, connecting, 9 ft I I I I 7-3/17 inches I I 4 I 3, 6 I Spacer, standard, 9 ft I I I I I 7-3/16 inches, 14 gage I I 5 I 3, 6 I Spacer, bottom,

24、9 ft I I I I 7-3/16 inches, 14 gage I I 6 I 3, 4 I Base plate, 1 plate 16 by I I I I 22 inches I 3 I Bolt machine, 5/8 by 1-1/4 I I hexagon head I I 71 3 I Spring nuts, 5/8 inch I I I I 81 8 I column cap I 9 I Stiffeners, stringer, 9.5 ft I I 91 I 10 I I long, 10 gage I I Nut, hexagon, steel, cadmiu

25、m I I I I 11 I I I I 5/8 - 11 UNC I 12 I I 4 I 8 I I I 502 I 16 I 8 I I 6 I I I a r e 3.1.2 Pinned revetment kit. Unless otherwise specified (see 6.2), the pinned revetment kits shall contain the items listed in table II. 4 Provided by IHSNot for ResaleNo reproduction or networking permitted without

26、 license from IHS-,-,-. MIL-R-28653C 54 7777906 0434475 7 MIL-R-28653C P a a TABLE II. TvDe 2 - Dinned revetment kit. I I I I I I I I I 1 I I I 1 Figure I I I Quant i ty I I I I I Assy I Size I Size I Size I Size I I Item I No. I Description (mark I C I D I E I F I I I I I I I I I I I I I I I I I I

27、I I I I I I I I I I I I I I I I I I I 1 2 3 4 5 6 7 8 9 10 11 12 I I I I I I I I 11, 15 I 11, 15 I 12, 15 i Side panel 0.060 inch by I 1-1/2 inches I SP123 Side panel 0.075 inch by I 36 inches by 12 ft I 24 inch by 12 ft I 1-1/2 inches I SP122 36 inches by 5 ft I Cross panel 0.060 inch by1 2-1/2 inc

28、hes I CP73A I I I I I I I I I I I I I I I I 84 I 44 I I I I I I I l 264 I I I 168 I 168 I I I I 88 I I I I l I I -I I I I 88 I I I I I I 122 I I 12, 15 I Cross panel 0.060 inch I I I I I I I I I I I I 216 I 108 I I I I by 36 inches by 5 ft I I I 12, 15 I Cross panel 0.075 inch I I I I I I I by 24 in

29、ches by 6 ft I I I I I I I 10-1/2 inches 1 CP72 I I 108 1 54 I I I I I 12, 15 I End cross panel 0.060 I I I I I I I I inch by 36 inches by I I l I I I I I 6 feet 10-1/2 inches I CP73C I I 48 I 32 I I I 12, 15 I End cross panel 0.075 I I I I I I I I inch by 24 inches by I I I I I I I I 6 ft 10-1/2 in

30、ches I CP72C I I 24 I 16 I I I 12, 15 I End Plate panel I I I I I I I I 0.060 inch by 36 inches I I I I I I I I by 4 feet 1-1/4 inches I BP43 I I 24 I 16 I I I 12, 15 I End brace panel I I I I I I I I 0.075 inch by 24 inches I 1 I I I I I I by 4 feet 1-1/4 inches I BP42 I I 121 81 I I 14, 16 I Pin,

31、connecting 36 inchesl I I I I I I I I I I 292 I 160 I I I 14, 16 I Pin, connecting 24 inchesl I I I by 1/4-inch diameter I p2 I I 14 I Tool, flaring, hand I I 31 31 31 31 I I Film, polyethylene I I I I I I I 10-1/2 inches I CP73B I I I by l/4-inch diameter I P3 I 532 I 580 I 320 I 320 I I I 4 ft by

32、150 feet by I I I I I 1 I I 0.006 inch I I 11 21 11 11 I I I l I 3.2 First article. When specified in the contract or purchase order, a sample shall be subjected to first article inspection (see 4.2.1 and 6.4). 3.3 Interchangeabilitv. All units of the same classification furnished with similar optio

33、ns under a specific contract shall be identical to the extent necessary to insure interchangeability of component parts, assemblies, accessories, and spare parts. 5 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-R-Zb53C 54 m 9777706 041447b 7 MI

34、L-R-28653C 3.4 Drawinns - and figures. Drawings and figures forming a part of this document are engineering design references. The contractor is responsible for preparing his own shop drawings. Where tolerances prescribed could cumulatively result in incorrect fits, the contractor.shal1 provide tole

35、rances within those prescribed on the drawings and figures to insure correct fit and assembly of the items. No deviation from the prescribed dimensions or tolerances is permissible without prior written approval of the contracting officer. 3.5 Materials. Materials used shall be free from defects whi

36、ch would adversely affect the performance or maintainability of individual components or of the overall assembly. same quality used for the intended purpose in commercial practice. otherwise specified herein, all equipment, material, and articles incorporated in the work covered by chis specificatio

37、n are to be new and fabricated using materials produced from recovered materials to the maximum extent possible without jeopardizing the intended use. The term “recovered materials“ means materials which have been collected or recovered from solid waste and reprocessed to become a source of raw mate

38、rials, as opposed to virgin raw materials. Unless otherwise specified, none of the above shall be interpreted to mean that the use of used or rebuilt products are allowed under this specification. Materials not specified herein shall be of the Unless 3.5.1 Steel sheets and plates. Steel sheets and p

39、lates shall conform to . ASTM A 444. The gage shall be as specified in the applicable figures or drawings or as specified herein, 3.5.2 Polvethvlene sheeting. Polyethylene sheeting shall be 48 inches wide by 0.006 inch thick polyethylene conforming to ACTM D 2103. 3.6 Construction. 3.6.1 Bolted reve

40、tment kits. The bolted revetment kit shall consist of preformed stringers, columns, spacers, channels, and plates as described in tables IA and IB. The parts shall be fabricated and punched or drilled for field assembly as shown in figures 1 through 7 and NAVFAC Drawing No. 1109790 and 6027505, as a

41、pplicable. Six stringers, four standard spacers, two bottom spacers, 12 connecting channels, four column and four base plates plus nuts and bolt shall form a basic section. Sections may be bolted together horizontally to form the desired configuration. stacked vertically to heights of 8 ft or 12 fee

42、t using column splice plates (item 9) to fasten columns (item 1) together as shown in figures 1 and 7. The size A kit shall provide material for a section of revetment 50 ft long by 5.5 ft wide by 4 ft high (five sections 10 ftlong). shall provide material for a section of revetment 30 ft long by 9.

43、9 ft wide by 5.33 ft high (three sections 10 ft long). Size A sections may be The size B kit 3.6.1.1 Bolts and nuts. Bolts and nuts shall be hexagon head 5/8-inch, conforming to ASTM A 307 and shall be hot-dip zinc coated in accordance with ASTM A 153. furnished for all base plate bolts as shown in

44、figure 3. Lacquered spring nuts made of high tensile steel shall be 1 I 6 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-VIL-R-28653C 54 777770b OLl34477 O MIL-R-28653C 3.6.2 Pinned revetment kits. The pinned revetment kits shall consist of preforme

45、d steel side panels and cross panels, predrilled and notched for field assembly, with the connecting pins as described in table II and as shown in figures 10 through 16 and NAVFAC Drawing No. 1109830. Two side panels and four cross panels form a basic module which is pinned to adjoining sections or

46、stacked on other sections to form various revetment configurations. A supply of polyethylene film shall be provided to prevent leakage of filler material at the end joints. by 12 ft high (four tiers, 3 ft high each), Size D provides a revetment 7 ft wide by 252 ft long by 16 ft high (two tiers, 2 ft

47、 high each and four tiers, 3 ft high). Size E provides a revetment 7 ft wide by 132 ft long by 16 ft high. Size F provides a revetment 5 ft wide by 132 feet long by 12 ft high. Size C provides a revetment 5 ft wide by 252 ft long 3.6.2.1 Joint connecting: pins. Joint connecting pins shall be cold- f

48、inished steel bars conforming to ASTM A 108, grade 1020, and shall be zinc coated in accordance with ASTM A 123 (see figure 12). 3.6.2.2 Flaring - tool. The flaring tools shall be either cast steel with a steel rod handle, or formed steel with a pipe handle (see figure 12). 3.7 Identification markin

49、g. Identification shall be permanently and legibly marked directly on the side panel or on a corrosion-resisting metal plate securely attached to the side panel at the source of manufacturer. Identification shall include the manufacturers model and serial number, name and trademark to be readily identifiable to the manufacturer. 3.8 Workmanship. 3.8.1 Steel fabrication. The steel used in fabrication shall be free from kinks, sharp bends, and other condi