CCS船级社40尺集装箱说明

T E C H N I C A L S P E C I F I C A T I O NFOR40’°8’°9’6” ISO 1AAA TYPESTEEL DRY CARGO CONTAINER(CHINA SHIPPING)SPECIFICATION NO.: S-S4H-10B-001DRAWING NO.: S4H-10E-001MODEL NO.: MS4H-10APISSUE DATE: Oct. 8, 2010REVISION DATE : July 4, 2011S C O P EThis specification covers the design, construction, materials, testing, inspection and performance requirements for ISO, 1AAA type steel dry cargo containers manufactured by FACTORY.The containers specified herein are manufactured under the quality control of FACTORY within the perimeters as such set forth by the Classification Societies.CONTENTS1 GENERAL (3)2 APPROVAL AND CERTIFICATES (3)............................................................………………………………………3-43 HANDLING4 TRANSPORTATION (4)5 DIMENSIONSRATINGS .............................................……………………………4-5 AND6 CONSTRUCTION ........................................................………………………………...5-107 PRESERVATION ........................................................…………………………………10-128 MARKINGS ............................................................……………………………………. 12-139 TESTING AND INSPECTION ...............................................……………………….... 13-1410 DOCUMENTS SUBMISSION (14)11 GUARANTEE (15)12 MATERIALS ......................................................………………………………………...15-1613 REVISION RECORD…………………………………………………………………………16-181. General1.1 Operational EnvironmentThe container will be designed and constructed for the transportation of general cargo on sea (above or under deck) and on land (road or rail) throughout the world, and will be suitable for the environmental conditions imposed by those modes of transport. All materials used in the construction will be able to withstand extreme temperature ranging from -30°C to 80°C without effect on container's strength and watertightness.1.2 Standards and Regulations1.2.1 Standards and RegulationsContainers shall comply with following in their latest editions :1) ISO/TC-104668------- Series 1 freight containers-Classification, external dimensions and ratings6346------ Coding, identification and marking for freight containers1161------ Specification of corner fittings for series 1 freight containers1496/1--- Specification and testing of series 1 freight containersPart 1 : General cargo containers for general purposes830------- Freight containers-Terminology6359------ Freight containers-Consolidated date plate2) The International Union of Railway (UIC) code 592-1 OR and 592-2 OR.3) The Customs Convention on the International Transport of Goods (TIR).4) The International Convention for Safe Containers (CSC).5) Transportation Cargo Containers and Unit Loads Quarantine Aspects andProcedures by Commonwealth of Australia Department of Health. (TCT)1.2.2 To satisfy the requirements of rules of classification society.2. Approval and Certificates2.1 Classification CertificateAll the containers shall be certified for design type and individually inspected by the classification society of CCS .2.2 Production CertificateThe Production Certificate of series containers to be issued by the classification society.The Society’s seal shall be provided.2.3 TCT CertificateCertificate of timber treatment to the requirement of Australia Department of Health.2.4 UIC RegistrationAll the containers will be registered & comply with the International Union of Railways.2.5 Customs Certificate (TIR)Customs’ Approval and Certificate to be issued by the Customs.2.6 CSC CertificateAll the containers will be certified and comply with the requirements of the International Convention for Safe Containers.3. HandlingThe container will be constructed to be capable of being handled without any permanent deformation which will render it unsuitable for use or any other abnormality during thefollowing conditions :1) Lifting, full or empty, at the top corner fittings vertically by means of spreaders fitted withhooks, shackles or twistlocks.2) Lifting, full or empty, at the bottom corner fittings using slings with appropriate terminalfittings at slings angle of thirty (30) degrees.4. TransportationThe container shall be constructed to be suitable for transportation for following modes without any permanent deformation which will render the container unsuitable to use or any abnormality.4.1 Marine :In the ship cell guides : Seven (7) high stacked (max gross weight 32,500 kg).On the deck : Six (6) high stacked and secured by suitable vertical and diagonal wire lashings.4.2 Road − On flat bed or skeletal chassis :Secured by twistlocks or the equivalent at the four bottom corner fittings.4.3 Rail − On the flat cars or special container car :Secured by twistlocks or the equivalent at the four bottom corner fittings.5. Dimensions and Ratings5.1 Overall Dimensions-10)12,192(0,LengthExternal (mm) Width 2,438(0, -5)-5)2,896(0,Height-10)12,031(0,LengthInternal (mm) Width 2,352(0, -5)-5)Height2,697(0,Door opening (mm) Width 2,340(0, -5)-5)Height2,585(0,5.2 Gooseneck Tunnel DimensionsmmLength 3,315Width 1,029 mm (+3, 0)Height 120 mm (0, -3)5.3 Inside Cubic Capacity : 76.4 cu.m (2,697 cu.ft)5.4 RatingMax. Gross Weight 32,500 kg 71,650 lbsTare Weight 3,890 kg 8,575 lbsMax. Payload 28,610 kg 63,075 lbs5.5 Corner Protrusions1) The upper faces of the top corner fittings will protrude above the highest level of the roofconstruction except corner plate by 6 mm.2) The outer side faces of the corner fittings will protrude from the outside faces of thecorner post by minimum 3 mm for side structure and 4mm for front end structure. The outer side faces of the corner fittings will protrude from the outside faces of the side walls by nominal 7 mm and from the outside faces of the front end wall by 8 mm.3) For the containers under the condition such as the load equal to 1.8R-T is uniformlydistributed over the floor, no part of the container base will deflect by more than 6 mm below the lower faces of the bottom corner fittings.6. Construction6.1 GeneralThe container will be constructed with steel frames, fully vertically corrugated steel side and end walls, die-stamped corrugated steel roof, wooden flooring, corrugated double hinged doors and ISO corner fittings at eight corners. All steelworks will be built up by means of automatic and semi-automatic CO2 gas arc welding (MAG welding). All exterior weldings including that on base structure will be continuous to give perfect watertightness. All the welds, even spots, will have full penetration without undercutting or porosity.6.1.1 Welding operations and electrodes will be to classification requirement.All contaminants such as water, mill scale, rust, oil, grease, dirt and paint etc. impairing the quality of the welding seam will be removed before welding.6.1.2 All welds shall be exempt of slags, cracks, undercuts, lack of penetration and fusion,including porosity etc. prior to blasting. Weld spatters must be removed and weld areas are to be blasted as per “ Abrasive Blasting ” and “ Surface Roughness”.6.1.3 The welding between the corner posts and the rails shall be continuous single welding.6.1.4 The external welding between the corner posts and the front/side panels shall becontinuous welding and the internal welding shall be as following:The continuous welding shall be 150MM from the top and 150MM from the bottom.The intermediate ”tack welding” shall be 25mm in every 250MM.6.1.5 Welding penetration at connection point between side/front panels and frame should beMin.90%, between panels should be Min.95%.6.1.6 The tensile strength of the welding rod will be equal to or higher than 490 N/mm2 .6.2 Corner FittingsCorner fittings will be designed in accordance with ISO/1161 standard, and manufactured at the workshops approved by the classification society. Steel Cover of corner fittings used on both ends to prevent floor to be cracked.6.3 Base FrameThe base frame will be composed of two (2) bottom side rails, a number of crossmembers and a gooseneck tunnel, which are welded together as a sub-assembly.6.3.1 Bottom Side RailEach bottom side rail is built of a steel pressing made in one piece. The bottom flange face outwards so as to be easily repaired and hard to corrode.Qty. : 2 pcs.Shape : Double “Z” sectionDimension : 158 x 52 x 30 x 28 x 4.5 mm6.3.2 UnderstructureA. CrossmemberCrossmembers are composed of a number of small pressed channel section and some large one located beneath each board joint of the plywood with certain center distance.Shape : "C" sectionSmall one : 122 x 45 x 45 x 4.0 mm, Qty. : 24 pcs.Large one : 122 x 75 x 45 x 4.5 mm, Qty. : 3 pcs.B. Gooseneck tunnelThe gooseneck tunnel consists of one piece pressed hat section, 12 pcs of tunnel bows, one welded box section and outriggers. The gooseneck tunnel is designed according to ISO standard :Tunnel plate : 4.5 mm thick, Qty. : one piece.Tunnel bow : 4.5 mm thick, Qty. : 12 pcs.Bolster: 150 x 100 x 4.0 mm, Qty. : one piece.Outrigger : 4.0 mm thick, Qty. : 16 pcs.6.3.3 Base GussetFour corner gussers, these protection plates will be welded from side rail to corner fittings.Dimension : 200 x 4.0 mm6.4 Front EndThe front end will be composed of front end frame and corrugated end wall, which are welded together as a sub-assembly.6.4.1 Front End FrameThe front end frame will be composed of two corner posts, one top end rail (sub-assembly), one bottom end rail and four corner fittings.6.4.1.1 Corner PostPost is made of a 6 mm thick section to ensure suitable strength and easy maintenance. 6.4.1.2 Top End Rail (sub-assembly)The front top end rail is constructed with steel square tube lower part and steel plate upper part. The upper part is extended inwards of the container certain distance with full width from front part of top corner fittings.Lower rail : 60 x 60 x 3.0 mm RHSUpper part : 3.0 mm thick6.4.1.3 Front SillThe front sill to be made of 60 x 60 x 3.0 mm RHS reinforced by 4 stiffener plates of which two 6.0mm thick plates are welded with gooseneck tunnel and two 9.0mm thick plates are welded to bottom corner fittings.Square tube 60 x 60 x 3.0 mm RHSFlat strips: 3.0 mm thick, Qty. : 2 pcs.6.4.2 Front End WallThe front end wall is composed of steel sheet fully vertically corrugated into trapezium section, butt joint together to form one panel by means of automatic MAG welding.Panel thickness : 2.0 mmDepth : 45.6 mmOuterface : 110 mmInterface : 104 mmSlope : 18 mmPitch : 250 mm6.5 Rear EndRear end is composed of Rear End Frame which consists of two corner posts, one rear header with header plate, one door sill and four corner fittings, which are welded togetheras a sub-assembly, and Door Systems which are with locking devices.6.5.1 Corner PostEach post is constructed from an inner part of channel shaped hot-rolled section steel and an outer part of steel pressing, welded together to form a hollow section to ensure the door opening and suitable strength against the stacking and racking force. Four (4) sets of hinge pin lugs are welded to each outer part of the corner post.Inner part : 113 x 40 x 12 mmOuter part : 6.0 mm thick6.5.2 Door HeaderThe door header is constructed from a lower part of a "U" shaped steel pressing with internal stiffener ribs at the location of the back of cam keeper and an upper part of steel pressing rear header plate, they are welded together to form a box section to provide a high rigidity.Rear header : 4.0 mm thickHeader plate : 3.0 mm thickRib : 4.5 mm thick, Qty. : 4 pcs.6.5.3 Door SillThe door sill is built of a special channel open section steel pressing which extended to the first cross member, with internal ribs as stiffeners at the back of each cam keeper. The upper face of the sill has a slope for better drainage and the highest part is on the same level to the upper face of the wooden floor. Two channel section steel recesses are provided adjacent to the bottom fitting to prevent damage due to any twistlock misalignment.Door sill : 4.5 mm thick, Slope : 10 mmStiffener ribs : 4.5 mm thick, Qty. : 4 pcs.Channel section : 200 x 75 x 9.0 mm6.6 Door SystemsDoors will consist of two door leaves, each leaf with two locking devices, four hinges and pins, seal gaskets and the door holders. The doors will be installed by hinge pins to the rear end frame and capable of swinging about 270 degrees.6.6.1 Door LeavesEach leaf consists of door panel, steel door frame which consists of vertical (inner & outer) and horizontal (upper & lower) members. They are welded together to form the rectangular door leave. The door are so arranged that the left leaf can not be opened without displacement of the right leaf.1) Door panel : With 3 corrugations.Panel thickness : 2.0 mmDepth : 43 mmInterface : 70 mmSlope : 32 mm2) Door frame :Vertical door member : 100 x 50 x 4.0 mm RHS (inner & outer)Horizontal door member : Channel section, 150 x 50 x 4.0 mm.6.6.2 Locking DevicesTwo locking bars are of steel tube with handles, anti-racking rings and cam ends, and fixed to each door leaf with bolts / nuts and six huck-bolts according to TIR requirements, by topand bottom bearing brackets and bar guide brackets. The bars are suspended in bearing brackets with bush of self-lubricating synthetic material "Nylatron".a) Locking device type full system: Shanghai HaiHang HH-ET/CSL or Shanghai SuralocSL-B with secure cam/keeper and pressed handle.b) Locking bars treatment : Hot-dip galvanized (75 microns) except catches and keepers.c) The 3rd cam and cam keeper has a hole for seals.6.6.3 Hinges and PinsFour forged hinges, providing with bushed hole, are welded to each door leaf.Bushing Self-lubricating synthetic - "Oilless"Pin Material : Stainless steelWasher Material : Brass (at the bottom of hinge)6.6.4 Seal GasketsThe door seal gaskets (black colour) are of EPDM rubber assembled by rivets at an about 145 mm pitch, using strip retainers and adhesive sealant on the back.Gasket's shape :"J-C" typeRetainer : Stainless steelRivet : Stainless steel6.6.5 Door Holder and ReceptacleA door holder per door, made of mixed nylon rope, is tied to the center side locking rod &the receptacle (door hook) is welded to each bottom side rail to remain the door at the open position.6.6.6 Shim3mm EPDM Shim will be placed over holes on the door except 1mm EPDM Shim for large bearing brackets.6.7 Side Wall Assembly6.7.1 Top Side RailsRail : 60 x 60 x 3.0 mm square tube section.6.7.2 Side WallsEach side wall will be composed of a number of sheets for the intermediate (inner) parts and outer panels at each end of side wall, fully vertically corrugated into trapezium section, butt welded together to form one panel by automatic MAG welding.Depth : 36 mmOuterface : 72 mmInterface : 70 mmSlope : 68 mmPitch : 278 mmInner panel : 1.6 mm thick, Qty. : 9 pcs / each side.Outer panel : 2.0 mm thick, Qty. : 2 pcs / each side.6.8 RoofThe roof will be constructed by several die-stamp corrugated steel sheets with a certain upwards camber at the center of each trough and corrugation, these sheets are butt jointed together to form one panel by automatic MAG welding.Corrugation shape Depth : 20 mmOuterface : 91 mmInterface : 91 mmSlope : 13.5 mmPitch : 209 mmCamber upwards : 6.0 mmPanel thickness : 2.0 mmSheet Qty. : 11 pcs.6.8.1 Roof Reinforcement PlateFour reinforcement plates shall be mounted around the four corner fittings.The dimension : 300 x 270 x 4.0 mm.6.9 Floor6.9.1 The Floor BoardsThe floor should be manufactured according to the IICL TB 001 standard and the otherrelated rules.The floor consists of plywood or bamboo, and treated with preservative according to thelatest requirement of Commonwealth Department of Health, Australia.The floor surface including side should be varnished with 80 micro PU, or pre coated with PSF.Floor thickness : 28 mmFloor moisture content : Less than 14%Floor material : Plywood or BambooAdhesive: Phenol formaldehyde, per B.S. 1203:1979 (as amended) with B.S. WBP rating.Bond quality for all adhesives should be no less than two (2) and the average value no less than five (5) per B.S. 1088 & 4079:1966 (as amended).Floor ply number :1) 19 plies min. if the material is Apitong or Kerung.2) 21 plies min. if the material including Bamboo,Eucalyptus, Malas, etc.Note: 3 plies min. Apitong or Kerung/14 plies min. Eucalyptus, Malas, Bamboo/ 4 pliesmax. other hardwood material.The thickness of Apitong or Kerung per ply no less than 1.2 mm after assembly.The other material can not be used without CSCL confirmation.3) 21 plies min. if all material is Bamboo.Recommended Tests:The maximum load applied at failure to the tested Specimens shall be greater than 7500N at the IICL Short Span Bending Test for the floor.*The floor manufacturer should prove the result by formal physical & chemical test report including material name,assembled method,digital photo, etc.6.9.2 Arrangement and FixingThe plywood boards are longitudinally laid on the crossmember with a pre-blasted painted and free floating flat steel at the center and two angle steel along the gooseneck tunnel.The plywood boards are tightly secured to each crossmember with countersunk self-tapping electro-zinc plated steel screws. These heads of the floor screws are countersunk below the level of the upper surface of the floor by 2.0 mm to 2.5 mm. All tapping screws shall be applied with HIFLOOR SC.Screws : M8 x 45 x Φ16 (head), electro zinc platedScrews’ Qty. : 7 pcs / end row and joint, 3 pcs / outrigger & 5pcs / otherCenter rail : 50 x 4 mm, painted with epoxy zinc topcoat"L" section : 3.0 mm thick6.10 Special Features6.10.1 Customs Seal ProvisionCustoms seal provision are made on the left locking handle and retainer of the right door in accordance with TIR requirements by "huck-bolt" rivets.6.10.2 Lashing Rings and Lashing Bars1) Lashing rings are welded to each bottom and top side rail at corresponding recessedarea of side wall.Lashing ring Qty. : Each bottom or top side rail : 10 pcs, Total: 40 pcs.2) Lashing bars are welded on each front & rear corner post slot.Lashing bars Qty. : Each front corner post : 4 pcs, Total : 8 pcs.Each rear corner post : 3 pcs, Total : 6 pcs.3) Capabilities of pull load of every lashing point are as following :Lashing rings on the side rails : 2,000 kg / each.Lashing bars on the corner posts : 1,500 kg / each.4) Treatment of lashing ring / bar : Electro zinc plated.6.10.3 VentilatorsOne ventilator with EPDM seal gasket is supplied on each side wall at the right-hand end when facing the side from outside of container, fixed by three aluminum huck-bolts, the seal is to be applied on the edges except the bottom side of the ventilator, after the completion of paint.Quantity : One for each side panel; Material : ABS labyrinth type.7. Preservation7.1 Surface Preparation of the Steelwork1) All the steel surface prior to forming or after will be degreased and shot blasted toSwedish Standard SA 2.5 to obtain the surface roughness at 25 to 35 microns which can result in the removement of all the rust, dirt, mill scale and all other foreign materials.2) Locking rod assemblies, which are welded with gear cams, bars holder and handlehinges, are hot-dipping galvanized (thickness : 75 microns).3) All fasteners such as bolts / nuts, washers, self-tapping screws, which are notmentioned in this Spec. will be electro zinc plated to 13 microns.4) Sealant for jointsEach perimeter of the floor, all the overlapped joints of inside, all the holes for bolts and nuts and all the places where may leak water will be sealed to prevent water entry. The sealant supplier shall according to china shipping nominate or approved .Sealant Materials :a. Chloroprene (Cargo contact area)b. Butyl (Hidden parts)7.2 Coating7.2.1 Prior to AssemblyAll the steel surface will be coated with primer paint immediately after shot-blasting.7.2.2 After AssemblyAll the weld joints will be shot-blasted to remove all the welding fluxes, spatters, burnt primer coatings caused by welding heat, and other foreign materials, and followed with the secondary paint operation immediately.7.2.3 PAINTING SPECIFICATION for NEW PRODUCTION CHINA SHIPPING STEEL DRYCONTAINER 1) EXTERIORProcess Kind of TreatmentOrName of PaintDry filmThickness(microns)Conditions for DryingOrPainting IntervalsSurface preparation All steel sheets and sectional parts to be blasted to ISO 8501 SIS Sa 2.5 Ideal surface roughness R-max. 30 ~ 50 microns.Shop Primer EPICON ZINC SC B-2 (M) 10 By an automated shop priming machineSecondary surface preparation All welding seams to be grit-blasted to ISO 8501 SIS Sa 2.5.Ideal surface roughness R-max 40 ~ 75 microns, white deposit, dust, oil, etc., and the surface shall be cleaned to be free from any foreign matters.Primer EPICON ZINC SC B-2 (M) 20 20 minutes at ambient temperatureUndercoat EPICON SC PRIMER 40 20 minutes at 60ºCTopcoat ACRI SC FINISH GREENCSC-510140 20 minutes at 70ºCTotal Dry Film Thickness 110 2) INTERIORProcess Kind of TreatmentOrName of PaintDry filmthickness(microns)Conditions for DryingOrPainting IntervalsSurface preparation All steel sheets and section parts to be blasted to ISO 8501 SIS Sa 2.5 Ideal surface roughness R-max. 30 ~ 50 microns.Shop Primer EPICON ZINC SC B-2 (M) 10 By an automated shop priming machineSecondary surface preparation All welding seams to be grit-blasted to ISO 8501 SIS Sa 2.5.Ideal surface roughness R-max 40 ~ 75 microns, white deposit, dust, oil, etc., and surface shall be cleaned to be free from any foreign matters.Primer EPICON ZINC SC B-2 (M) 15 20 minutes at ambient temperatureTopcoat EPICON SC INTERIOR NP *Grey CSC-910750 20 minutes at 70ºCTotal Dry Film Thickness 75 3) UNDERSTRUCTUREProcess Kind of TreatmentOrName of PaintDry filmthickness(microns)Conditions for DryingOrPainting IntervalsSurface preparation All steel sheets and sectional parts to be blasted to ISO 8501 SIS Sa 2.5 Ideal surface roughness R-max. 30 ~ 50 micronsShop Primer EPICON ZINC SC B-2 (M) 10 By an automated shop priming machineSecondary surface preparation All welding seams to be grit-blasted to ISO 8501 SIS Sa 2.5.Ideal surface roughness R-max 40 ~ 75 microns, white deposit, dust, oil, etc, shall be cleaned and surface must be free from any foreign matters.Primer EPICON ZINC SC B-2 (M) 15 20 minutes at ambient temperatureTopcoat BITUMINOUSPAINT 200 at ambient temperature Total Dry Film Thickness 225Remarks:* Zinc rich primer with a minimum zinc dust pigment content of 80% by mass (m/m) as described in ISO 12944/5 : 1988 (E), chapter 5, para 5.2;To check cutting panel with DSC result is specified as min. 55% zinc dust.Two different colors of zinc rich primers are separated for first and second priming application. * Comply with FDA Regulation.* The paint gloss of top coat : external – 40, internal – 20.* The DFT decision rules in practice is 95-5:For each area coating, less than 5% of the readings may be below the DFT specified. No readings may be below 95% of the DFT specified. Areas where the total DFT is more than twice the DFT specified are not acceptable and must be redone completely.1. The dry film thickness of these tables are minimum.2. The above specification are based on the shop-priming system subject to touching-up with 10microns zinc primer on blasting area after assembly.3. DFT of Bituminous paint are varied with product brand.4. The above painting interval and drying time are based on general guidance and the figuresare varied with applicable conditions, please consult with our technical engineer for more detail/practical figure.Zinc rich epoxy and epoxy topcoat are not applied to the wooden floor.5. Top face of crossmembers to be coated with interior paint for better anti-corrosion property. 8. Markings8.1 LetteringThe markings will be designed decal and arranged and nominated supplied according to china shipping’s requirement.The markings consist of the following contents :1) Owner’s emblems: According to owner’s design.2) Owner’s code, serial number and check digit (outside & inside)3) Size and type code (outside)4) Weight details (on door)5) UIC marking6) Other marking : According to owner’s requirements.7) Material of marking : Mactac 9800(ct), 3M.8.2 Consolidated Date Plate8.2.1 The containers will bear some of the marking plates in accordance with the requirementsof the Classification Authorities and owner such as mentioned in section 2.2 in this specification. The plate will be permanently riveted to the specified position by rivets and sealant. A piece of 1mm thick EPDM shim should be inserted between consolidated data plate and door panel for chemical resistance.Plate material :Stainless steel SUS304 Plate treatment :Chemically etched & enameled Rivets material :Stainless steel SUS304 Plate thickness :0.8 mm 8.2.2 Contents of the Plate :1) Owner’s plate (name and address)2) CSC approval No.3) Customs approval No.4) Australian wood treatmentThe engraved letters on this plate are as following :IM : ImmunizationXXXX : The name of preservativeXX : The time of immunization5) Inspection authority6) Date of manufacture (year and month − engraved or stamped)7) Owner’s serial number (stamped)8) Owner’s model number9. Testing and Inspection9.1 Proto-type ContainerProto-type container to be manufactured in accordance with this specification and shall be tested according to procedures described in the ISO 1496/1 and the Classification Society’s requirements. The containers will be fabricated & tested in advance of the mass production.9.2 Container in Mass Production9.2.1 Every container in mass production shall be manufactured under effectivequality control procedures to meet the specified standards. One in every 150 of containers shall meet the requirements of owner or classification society, and shall be tested for following items :a) Stacking testb) Lifting from top corner fitting testc) Lifting from bottom corner fitting testd) Floor testAfter completion, all the containers shall be subject to dimension check, door operation check, light leakage test & production type weather-proofness test. The containers shall be inspected by the surveyor of Classification Society and identified by the appropriate society seal.9.2.2 Each corner post structure will have tension test with 16,250 kg after welding on the line.9.3 The Proposed Criteria Table for General Prototype Testing : Test No.Test Load Method 1 Stacking Internal Load :1.8R-TTesting Load :97,200 kg/postHydraulic cylinder load to corner post through top corner fittings. Time duration : 5 mins. 2 Lifting from Top Corner FittingsInternal Load :2R-TLifting vertically from top corner fittings. Time duration : 5 mins.。