T E C H N I C A L S P E C I F I C A T I O N
FOR
40’°8’°9’6” ISO 1AAA TYPE
STEEL DRY CARGO CONTAINER
(CHINA SHIPPING)
SPECIFICATION NO.: S-S4H-10B-001
DRAWING NO.: S4H-10E-001
MODEL NO.: MS4H-10AP
ISSUE DATE: Oct. 8, 2010
REVISION DATE : July 4, 2011
S C O P E
This 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.
CONTENTS
1 GENERAL (3)
2 APPROVAL AND CERTIFICATES (3)
............................................................………………………………………3-4
3 HANDLING
4 TRANSPORTATION (4)
5 DIMENSIONS
RATINGS .............................................……………………………4-5 AND
6 CONSTRUCTION ........................................................………………………………...5-10
7 PRESERVATION ........................................................…………………………………10-12
8 MARKINGS ............................................................……………………………………. 12-13
9 TESTING AND INSPECTION ...............................................……………………….... 13-14
10 DOCUMENTS SUBMISSION (14)
11 GUARANTEE (15)
12 MATERIALS ......................................................………………………………………...15-16
13 REVISION RECORD…………………………………………………………………………16-18
1. General
1.1 Operational Environment
The 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 Regulations
1.2.1 Standards and Regulations
Containers shall comply with following in their latest editions :
1) ISO/TC-104
668------- Series 1 freight containers-Classification, external dimensions and ratings
6346------ Coding, identification and marking for freight containers
1161------ Specification of corner fittings for series 1 freight containers
1496/1--- Specification and testing of series 1 freight containers
Part 1 : General cargo containers for general purposes
830------- Freight containers-Terminology
6359------ Freight containers-Consolidated date plate
2) 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 and
Procedures by Commonwealth of Australia Department of Health. (TCT)
1.2.2 To satisfy the requirements of rules of classification society.
2. Approval and Certificates
2.1 Classification Certificate
All the containers shall be certified for design type and individually inspected by the classification society of CCS .
2.2 Production Certificate
The Production Certificate of series containers to be issued by the classification society.
The Society’s seal shall be provided.
2.3 TCT Certificate
Certificate of timber treatment to the requirement of Australia Department of Health.
2.4 UIC Registration
All 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 Certificate
All the containers will be certified and comply with the requirements of the International Convention for Safe Containers.
3. Handling
The 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 the
following conditions :
1) Lifting, full or empty, at the top corner fittings vertically by means of spreaders fitted with
hooks, shackles or twistlocks.
2) Lifting, full or empty, at the bottom corner fittings using slings with appropriate terminal
fittings at slings angle of thirty (30) degrees.
4. Transportation
The 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 Ratings
5.1 Overall Dimensions
-10)
12,192(0,
Length
External (mm) Width 2,438(0, -5)
-5)
2,896(0,
Height
-10)
12,031(0,
Length
Internal (mm) Width 2,352(0, -5)
-5)
Height
2,697(0,
Door opening (mm) Width 2,340(0, -5)
-5)
Height
2,585(0,
5.2 Gooseneck Tunnel Dimensions
mm
Length 3,315
Width 1,029 mm (+3, 0)
Height 120 mm (0, -3)
5.3 Inside Cubic Capacity : 7
6.4 cu.m (2,697 cu.ft)
5.4 Rating
Max. Gross Weight 32,500 kg 71,650 lbs
Tare Weight 3,890 kg 8,575 lbs
Max. Payload 28,610 kg 63,075 lbs
5.5 Corner Protrusions
1) The upper faces of the top corner fittings will protrude above the highest level of the roof
construction except corner plate by 6 mm.
2) The outer side faces of the corner fittings will protrude from the outside faces of the
corner 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 uniformly
distributed 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. Construction
6.1 General
The 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 be
continuous 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 be
Min.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 Fittings
Corner 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 Frame
The 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 Rail
Each 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” section
Dimension : 158 x 52 x 30 x 28 x 4.5 mm
6.3.2 Understructure
A. Crossmember
Crossmembers 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" section
Small 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 tunnel
The 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 Gusset
Four corner gussers, these protection plates will be welded from side rail to corner fittings.
Dimension : 200 x 4.0 mm
6.4 Front End
The 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 Frame
The 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 Post
Post 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 RHS
Upper part : 3.0 mm thick
6.4.1.3 Front Sill
The 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 RHS
Flat strips: 3.0 mm thick, Qty. : 2 pcs.
6.4.2 Front End Wall
The 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 mm
Depth : 45.6 mm
Outerface : 110 mm
Interface : 104 mm
Slope : 18 mm
Pitch : 250 mm
6.5 Rear End
Rear 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 together
as a sub-assembly, and Door Systems which are with locking devices.
6.5.1 Corner Post
Each 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 mm
Outer part : 6.0 mm thick
6.5.2 Door Header
The 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 thick
Header plate : 3.0 mm thick
Rib : 4.5 mm thick, Qty. : 4 pcs.
6.5.3 Door Sill
The 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 mm
Stiffener ribs : 4.5 mm thick, Qty. : 4 pcs.
Channel section : 200 x 75 x 9.0 mm
6.6 Door Systems
Doors 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 Leaves
Each 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 mm
Depth : 43 mm
Interface : 70 mm
Slope : 32 mm
2) 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 Devices
Two 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 top
and 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 Suraloc
SL-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 Pins
Four forged hinges, providing with bushed hole, are welded to each door leaf.
Bushing Self-lubricating synthetic - "Oilless"
Pin Material : Stainless steel
Washer Material : Brass (at the bottom of hinge)
6.6.4 Seal Gaskets
The 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" type
Retainer : Stainless steel
Rivet : Stainless steel
6.6.5 Door Holder and Receptacle
A 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 Shim
3mm EPDM Shim will be placed over holes on the door except 1mm EPDM Shim for large bearing brackets.
6.7 Side Wall Assembly
6.7.1 Top Side Rails
Rail : 60 x 60 x 3.0 mm square tube section.
6.7.2 Side Walls
Each 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 mm
Outerface : 72 mm
Interface : 70 mm
Slope : 68 mm
Pitch : 278 mm
Inner panel : 1.6 mm thick, Qty. : 9 pcs / each side.
Outer panel : 2.0 mm thick, Qty. : 2 pcs / each side.
6.8 Roof
The 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 mm
Outerface : 91 mm
Interface : 91 mm
Slope : 13.5 mm
Pitch : 209 mm
Camber upwards : 6.0 mm
Panel thickness : 2.0 mm
Sheet Qty. : 11 pcs.
6.8.1 Roof Reinforcement Plate
Four reinforcement plates shall be mounted around the four corner fittings.
The dimension : 300 x 270 x 4.0 mm.
6.9 Floor
6.9.1 The Floor Boards
The floor should be manufactured according to the IICL TB 001 standard and the other
related rules.
The floor consists of plywood or bamboo, and treated with preservative according to the
latest 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 mm
Floor moisture content : Less than 14%
Floor material : Plywood or Bamboo
Adhesive: 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 plies
max. 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 Fixing
The 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 plated
Screws’ Qty. : 7 pcs / end row and joint, 3 pcs / outrigger & 5pcs / other
Center rail : 50 x 4 mm, painted with epoxy zinc topcoat
"L" section : 3.0 mm thick
6.10 Special Features
6.10.1 Customs Seal Provision
Customs 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 Bars
1) Lashing rings are welded to each bottom and top side rail at corresponding recessed
area 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 Ventilators
One 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. Preservation
7.1 Surface Preparation of the Steelwork
1) All the steel surface prior to forming or after will be degreased and shot blasted to
Swedish 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 handle
hinges, are hot-dipping galvanized (thickness : 75 microns).
3) All fasteners such as bolts / nuts, washers, self-tapping screws, which are not
mentioned in this Spec. will be electro zinc plated to 13 microns.
4) Sealant for joints
Each 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 Coating
7.2.1 Prior to Assembly
All the steel surface will be coated with primer paint immediately after shot-blasting.
7.2.2 After Assembly
All 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 DRY
CONTAINER 1) EXTERIOR
Process Kind of Treatment
Or
Name of Paint
Dry film
Thickness
(microns)
Conditions for Drying
Or
Painting Intervals
Surface 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 machine
Secondary 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 temperature
Undercoat EPICON SC PRIMER 40 20 minutes at 60oC
Topcoat ACRI SC FINISH GREEN
CSC-5101
40 20 minutes at 70oC
Total Dry Film Thickness 110 2) INTERIOR
Process Kind of Treatment
Or
Name of Paint
Dry film
thickness
(microns)
Conditions for Drying
Or
Painting Intervals
Surface 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 machine
Secondary 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 temperature
Topcoat EPICON SC INTERIOR NP *
Grey CSC-9107
50 20 minutes at 70oC
Total Dry Film Thickness 75 3) UNDERSTRUCTURE
Process Kind of Treatment
Or
Name of Paint
Dry film
thickness
(microns)
Conditions for Drying
Or
Painting Intervals
Surface 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 machine
Secondary 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 temperature
Topcoat BITUMINOUS
PAINT 200 at ambient temperature Total Dry Film Thickness 225
Remarks:
* 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 10
microns 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 figures
are 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. Markings
8.1 Lettering
The 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 marking
6) Other marking : According to owner’s requirements.
7) Material of marking : Mactac 9800(ct), 3M.
8.2 Consolidated Date Plate
8.2.1 The containers will bear some of the marking plates in accordance with the requirements
of 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 treatment
The engraved letters on this plate are as following :
IM : Immunization
XXXX : The name of preservative
XX : The time of immunization
5) Inspection authority
6) Date of manufacture (year and month ? engraved or stamped)
7) Owner’s serial number (stamped)
8) Owner’s model number
9. Testing and Inspection
9.1 Proto-type Container
Proto-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 Production
9.2.1 Every container in mass production shall be manufactured under effective
quality 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 test
b) Lifting from top corner fitting test
c) Lifting from bottom corner fitting test
d) Floor test
After 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-T
Testing Load :
97,200 kg/post
Hydraulic cylinder load to corner post through top corner fittings. Time duration : 5 mins. 2 Lifting from Top Corner Fittings
Internal Load :
2R-T
Lifting vertically from top corner fittings. Time duration : 5 mins.
3 Lifting from Bottom Corner Fittings
Internal Load :
2R-T Lifting from bottom corner fitting 30 degrees to horizontal. Time duration : 5 mins. 4 Restraint
(Longitudinal)
Testing Load :R/side Internal Load : R-T Hydraulic cylinder load applied to bottom side rails in compression & then tension. Time duration : 5 mins. 5 Floor Strength Truck Load :
7,260 kgf
Special truck is used. Wheel width 180 mm, center distance 760 mm. Wheel total contact area 284 sq. cm. 6 End Wall Strength (Front & Door)
Test Load :
0.4P Compressed air bag is used. Time duration : 5 mins. 7
Side Wall Strength Test Load : 0.6P Compressed air bag is used. Time duration : 5 mins. 8 Roof Strength Test Load :
300 kgf
Applied area will be the weakest place of 600 x 300 mm longitudinal & transverse. Time duration : 5 mins. 9 Rigidity
(Transverse) Test Force: 15,240 kgf
(150 kn)
Hydraulic cylinder will be applied to front top end rail & door header through top corner fittings, each time pulling & pushing. Time duration : 5 mins. 10 Rigidity
(Longitudinal)
Test Force: 7,620 kgf (75 kn) Hydraulic cylinder load will applied to top side rail through top corner fittings. Time duration : 5 mins. 11 Weather
Nozzle : 12.5 mm (inside dia.) Distance : 1.5 m Proofness
Pressure : 100 kpa (1 kgf/sq. cm) Speed : 100 mm/sec 12 One-door-off
The result of one-door-off test should be marked on CSC plate. Stacking test
Racking test
End wall test :
72,000 KG (158,730 LB) (32,400 KG/per post) 7,500 KG (16,530 LB) 5,650 KG(12,460 LB) Note : R ? Maximum gross weight T ? Tare weight
P ? Maximum payload
9.4 Inspection
9.4.1 Materials and Component Parts Inspection
All the materials and components will be inspected by Quality Control Dept. to make sure that the most suitable and qualified components being used for the containers and to meet this specification.
9.4.2 Production Line Inspection
Every containers will be manufactured under effective Quality Control procedures, and every production line of the factory will be inspected and controlled by the Quality Control Dept. to meet this specification.
10. Documents Submission
10.1 Documents
Manufacturer shall submit the specification with following drawings (3 sets) :
General arrangement
Base assembly Front end assembly Rear end assembly
Side wall assembly Roof assembly Door assembly
Marking arrangement
11. Guarantee
The guarantee period will commence at the day of delivery after the container shall be accepted by the owner in the factory.
11.1 Paint Guarantee
The paint system applied to the container surface shall be guaranteed against corrosion and / or paint failure for a period of five (5) years. The guarantee shall be applied to all the kinds of faults / failures affecting more than 10% of any given part of the container and partial or total repainting shall be assured for the container(s) at the manufacturer’s expense. Normal wear / tear, or corrosion caused by acid, alkaline solution or result from damages by abrasion impact or accident are excluded. Corrosion is defined as the rusting exceeding RE3 (European scale of degree of rusting).
11.2 Other Guarantee
All containers shall be guaranteed against any defects or omissions in construction, poor workmanship, or defective materials for a period of two (2) years. Any damages caused by mis-handling, mis-securing, mis-loading, impact and other natures of accident are excluded. The self-adhesive film decal shall be guaranteed seven (7) years. The floor shall be guaranteed five (5) years.
12. Materials
12.1 The main materials used in construction are as follows or approved equivalent :
Parts Materials
Top & Bottom side rail Corten A
Crossmember & outrigger Corten A
Gooseneck tunnel & bolster Corten A
Front & Rear corner post Corten A
Front header & sill Corten A
Front panel Corten A
Rear corner post (inner) SS50 or SM50YA
Door header & sill Corten A
Door panel & frame Corten A
Locking cam & keeper S20C
Locking rod STKR41
Door hinge S20C
Door hinge pin Stainless steel
Washer Brass
Door gasket EPDM
Gasket retainer Stainless steel
steel Rivet Stainless
Corner fitting SCW49
Side & roof panel Corten A
Lashing ring & bar SS41 electro zinc plated
Ventilator ABS
Roof corner gusset Corten A
Floor board Plywood or Bamboo
Floor screw Electro zinc plated
12.2 Properties
Material Y.P.
(kgf/mm2)T.S. (kgf/mm2)
SS41 25 41
S20C 25 42
JIS SCW49 28 49
SS50 29 50
Corten A 35 49
SM50YA 37 50
STKR41 24 41
12.3 Remark
All material suppliers are according to China Shipping’s purchase order.
13. Revision Record
Revision Date: June 10, 2011
Item Original Revision
6.9.1 The Floor Boards The floor consists of plywood or
bamboo, and treated with
preservative according to the latest
requirement of Commonwealth
Department of Health, Australia. The
floor should be pre coated with PSF.
The floor should be manufactured
according to the IICL
TB
001 standard.
Floor thickness : 28 mm
Floor moisture content : Less than
14%
Floor material : Plywood or Bamboo
Adhesive: 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.
Note: 3 plies min. Apitong or
Kerung/14 plies min. Eucalyptus,
Malas, Bamboo/ 4 plies max. other
hardwood material. The other material
can not be used without CSCL’s
confirmation.
3)21 plies min. if all material is
The floor should be manufactured
according to the IICL TB 001 standard and
the other related rules.
The floor consists of plywood or bamboo,
and treated with preservative according to
the latest 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 mm
Floor moisture content : Less than 14%
Floor material : Plywood or Bamboo
Adhesive: 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
plies max. other hardwood material.
The thickness of Apitong or Kerung per ply
no less than 1.6 mm before assembly.
The other material can not be used without
CSCL confirmation.
3) 21 plies min. if all material is Bamboo.
Bamboo. Recommended Tests:The maximum load applied at failure to the tested Specimens shall be greater than 6900N at the IICL Short Span Bending Test for 40’ floor, 8000N at the IICL Short Span Bending Test for 20’ floor.
*The floor manufacturer should prove
the result by formal physical &
chemical test report including material
name,assembled method,digital
photo, etc. Recommended Tests:The maximum load applied at failure to the tested Specimens shall be greater than 6900N at the IICL Short Span Bending Test for 40’ floor, 7500N at the IICL Short Span Bending Test for 20’ floor. *The floor manufacturer should prove the result by formal physical & chemical test report including material name,assembled method,digital photo, etc.
7.2.3
Primer: EPICON ZINC SC B-2 Primer: EPICON ZINC SC B-2 (M) 7.2 Remarks: *Zinc dust content is 65%. To check cutting panel with DSC result is specified as min. 40% zinc dust.
* 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 10 microns 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 figures are varied with applicable conditions, please consult with our technical engineer for more detail/practical figure.
Zinc rich epoxy and epoxy topcoat are Remarks: *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 10 microns 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 figures are varied with applicable conditions, please consult with our technical engineer for more detail/practical figure.
not applied to the wooden floor.
5. Top face of crossmembers to be coated with interior paint for better anti-corrosion property.
6. Painting suppliers: According to Purchase Order. 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.
Revision Date: June 23, 2011
Item Original Revision
6.6.2
a) Locking device type full system:
ShangHai HaiHang HH-ET/X type or
equivalent.
Locking device type full system: ShangHai
HaiHang HH-ET/X type or Suraloc SL-F/1
with secure cam/keeper and pressed
handle.
6.9.1 …
The thickness of Apitong or Kerung
per ply no less than 1.6 mm before
assembly.
…
Recommended Tests:The maximum
load applied at failure to the tested
Specimens shall be greater than
6900N at the IICL Short Span Bending
Test for 40’ floor, 7500N at the IICL
Short Span Bending Test for 20’ floor.
… …
The thickness of Apitong or Kerung per ply no less than 1.2 mm after assembly.
…
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.
…
8.2.1Add ”A piece of 1mm thick EPDM shim
should be inserted between consolidated
data plate and door panel for chemical
resistance.”
Revision Date: July 4, 2011
Item Original Revision
6.6.2
a) Locking device type full system:
ShangHai HaiHang HH-ET/X type or
Suraloc SL-F/1 with secure
cam/keeper and pressed handle.
Locking device type full system: Shanghai
HaiHang HH-ET/CSL or Shanghai Suraloc
SL-B with secure cam/keeper and pressed
handle.
创作编号：BG7531400019813488897SX 创作者：别如克* 集装箱规格 1 40英尺X8英尺X8英尺6吋，简称40尺货柜；及近年较多使用的40英尺X8英尺X9英尺6吋，简称40尺高柜。 20尺柜：内容积为5.69米X2.13米X2.18米,配货毛重一般为17.5吨,体积为24-26立方米. 40尺柜:内容积为11.8米X2.13米X2.18米,配货毛重一般为22吨,体积为54立方米. 40尺高柜:内容积为11.8米X2.13米X2.72米.配货毛重一般为22吨,体积为68立方米. 45尺高柜:内容积为:13.58米X2.34米X2.71米,配货毛重一般为29吨,体积为86立方米. 20尺开顶柜:内容积为5.89米X2.32米X2.31米,配货毛重20吨,体积31.5立方米. 40尺开顶柜:内容积为12.01米X2.33米X2.15米,配货毛重30.4吨,体积65立方米. 20尺平底货柜:内容积5.85米X2.23米X2.15米,配货毛重23吨,体积28立方米. 40尺平底货柜:内容积12.05米X2.12米X1.96米,配货毛重36吨,体积50立方米. 2 外尺寸为20英尺X8英尺X8英尺6吋，简称20尺货柜； 40英尺X8英尺X8英尺6吋，简称40尺货柜；及近年较多使用的40英尺X8英尺X9英尺6吋，简称40尺高柜。 20尺柜：内容积为5.69米X2.13米X2.18米,配货毛重一般为17.5吨,体积为24-26立方米. 40尺柜:内容积为11.8米X2.13米X2.18米,配货毛重一般为22吨,体积为54立方米. 40尺高柜:内容积为11.8米X2.13米X2.72米.配货毛重一般为22吨,体积为68立方米. 45尺高柜:内容积为:13.58米X2.34米X2.71米,配货毛重一般为29吨,体积为86立方米. 20尺开顶柜:内容积为5.89米X2.32米X2.31米,配货毛重20吨,体积31.5立方米. 40尺开顶柜:内容积为12.01米X2.33米X2.15米,配货毛重30.4吨,体积65立方米. 20尺平底货柜:内容积5.85米X2.23米X2.15米,配货毛重23吨,体积28立方米. 40尺平底货柜:内容积12.05米X2.12米X1.96米,配货毛重36吨,体积50立方米. 按制箱材料分:有铝合金集装箱,钢板集装箱,纤维板集装箱,玻璃钢集装箱.
1)上海外高桥保税区及外高桥集装箱港区背景； 答：上海外高桥保税区于1990年6月经国务院批准设立，同年9月正式启动，是全国第一个，也是目前全国15个保税区中经济总量最大的保税区。外高桥保税区批准时规划面积为10平方公里，位于上海浦东新区，濒临长江入海口，地处黄金水道和黄金岸线的交汇点，紧靠外高桥深水港区，是全国首个"国家进口贸易促进创新示范区"和上海国际航运、贸易中心的重要载体。 2)作为现代化港口，应具备哪些条件？外高桥集装箱港区具备了哪些成为世界级集装箱港口的条件？ 答：现代港化口的条件：第一、拥有大量的泊位，且港口位置适于运输的条件的需要，处于水路交通的要冲，有纵身辽阔的腹地，交通便利，通讯迅捷，便于物流、人流和信息的集中与疏散。第二，港口的地位和水文状况适宜，港口附近无大的浅滩与暗礁，港口有良好的深水航道和深水港区，港口最好有自然形成的防风、防浪屏障，便于船舶安全出入于停泊。第三，港口要有为船舶服务的保障和畅通的集输远设施，足够的前后方仓库与堆场，各种效率的专业化、机械化装卸设备，充足的油、淡水以及副食品供应，后勤照明与修理服务等 3) 外高桥集装箱港区的功能是如何规划的？ 答:上海港外高桥现代集装箱港区工程建设坚持可持续发展战略,创建了集装箱港区科学布置与港口高效运行的生产系统配置模式.港区的环境与景观体现了"自然、人与港口"和谐的主题.规划与设计的前瞻性和先进性,为港口运营不断适应集装箱运输的发展优势奠定了基础. 4) 外高桥集装箱港区平面规划具有什么特点？ 答： 1.港区规划设计已建立第三代港口为目标，采用大纵深的规划方法； 2.提供了高品质，和谐，健康的工作空间； 3.提供了适合大小船只作业，内河驳船转运的码头前沿作业地带； 4.充足的集装箱堆场； 5.布置了港口功能分区，通过信息化技术支持，全封闭式信息化港口分区； 6“集聚效应”。 5) 外高桥集装箱港区规划中涵盖了哪些主要的装卸搬运设施设备？ 答：1、轮胎龙门起重机系统 2、轨道龙门起重机系统 3、混合系统 4、跨运车系统和自动导向车系统 6) 你认为外高桥集装箱港区未来发展具有什么样的发展前景和优势？ 答：外高桥保税区已体现出新的发展特点：贸易和物流、金融的产业融合日趋紧密；实体性运作的总部经济特征日益明显；产业链的打造趋于完整；贸易便利化环境与国际惯例逐步接轨；与国际市场的结合度不断提高。2010年，上海外高桥保税区被英国伦敦《金融时报》全球自由贸易区按八大要素综合评比中获得第一名。
各种集装箱尺寸一览表 集装箱尺寸之集装箱的标准 为了有效地开展国际集装箱多式联运，必须强化集装箱标准化，应进一步做好集装箱标准化工作。集装箱标准按使用范围分，有国际标准、国家标准、地区标准和公司标准四种。 1.集装箱尺寸之国际标准集装箱 是指根据国际标准化****(iso)第104技术******制订的国际标准来建造和使用的国际通用的标准集装箱。 集装箱标准化历经了一个发展过程。国际标准化****iso/tc104技术******自1961年成立以来，对集装箱国际标准作过多次补充、增减和修改，现行的国际标准为第1系列共13种，其宽度均一样(2438mm)、长度有四种(12192mm、9125mm、6058mm、2991mm)、高度有四种(2896mm、2591mm、2438mm、2438mm)。 2.集装箱尺寸之国家标准集装箱 各国****参照国际标准并考虑本国的具体情况，而制订本国的集装箱标准。 我国现行国家标准《集装箱外部尺寸和额定重量》(gb1413-85)中集装箱各种型号的外部尺寸、极限偏差及额定重量。 3.集装箱尺寸之地区标准集装箱 此类集装箱标准，是由地区****根据该地区的特殊情况制订的，此类集装箱仅适用于该地区。如根据欧洲国际铁路联盟(vic)所制订的集装箱标准而建造的集装箱。 4.集装箱尺寸之公司标准集装箱 某些大型集装箱船公司，根据本公司的具体情况和条件而制订的集装箱船公司标准，这类箱主要在该公司运输范围内使用。如美国海陆公司的35ft集装箱。 此外，目前世界还有不少非标准集装箱。如非标准长度集装箱有美国海陆公司的35ft集装箱、总统轮船公司的45ft及48ft集装箱;非标准高度集装箱，主要有9ft和两种高度集装箱;非标准宽度集装箱宽度集装箱等。由于经济效益的驱动，目前世界上20ft集装箱总重达24ft的越来越多，而且普遍受到欢迎。 集装箱尺寸之各种货柜 外尺寸为20英尺*8英尺*8英尺6吋，称20尺货柜;
二十呎钢制干货货柜 外部尺寸 长宽高 20'-0" 8'-0" 8'-6" 6.058 m 2.438 m 2.591 m 内部尺寸 长宽高 19'-4 13/16" 7'-8 19/32" 7'-9 57/64" 5.898 m 2.352 m 2.385 m 重量限制柜门内径 总重空柜重货物净重宽高52,910 lb 5,140 lb 47,770 lb 7'-8 1/8" 7'-5 3/4" 67,200 lb 5,290 lb 61,910 lb 2.343 m 2.280 m 24,000 kg 2,330 kg 21,670 kg 内容积( 立方米) 内容积( 立方呎) 30,480 kg 2,400 kg 28,080 kg 33.1 1,169 四十呎钢制干货货柜 外部尺寸 长宽高 40'-0" 8'-0" 8'-6" 12.192 m 2.438 m 2.591 m 内部尺寸 长宽高 39'-5 45/64" 7'-8 19/32" 7'-9 57/64" 12.032 m 2.352 m 2.385 m 重量限制柜门内径 总重空柜重货物净重宽高 67,200 lb 8,820 lb 58,380 lb 7'-8 1/8" 7'-5 3/4" 2.343 m 2.280 m 30,480 kg 4,000 kg 26,480 kg 内容积( 立方米) 内容积( 立方呎) 67.5 2,385 四十呎超高钢制干货货柜 外部尺寸 长宽高 40'-0" 8'-0" 9'-6" 12.192 m 2.438 m 2.896 m 内部尺寸 长宽高 39'-5 45/64" 7'-8 19/32" 8'-9 15/16" 12.032 m 2.352 m 2.69 m 重量限制柜门内径 总重空柜重货物净重宽高 67,200 lb 9,260 lb 57,940 lb 7'-8 1/8" 8'-5 49/64" 2.343 m 2.585 m 30,480 kg 4,200 kg 26,280 kg 内容积( 立方米) 内容积( 立方呎)
集装箱码头课程设计 港口集疏运系统优化设计 姓名 学号 专业
粘贴：<课程设计任务书>
摘要 当前港口的大型化、规模化及功能多元化发展趋势对港口集疏运系统提出了更高的要求。集疏运系统作为为港口集中与疏散吞吐货物服务的交通运输系统，是连结港口和货源地(货运目的地)的纽带，是控制港口物流服务效率与效益的关键。科学发展港口陆路集疏运系统就要合理设计港口集疏运能力，有效配置集疏运量在公路、铁路集疏运间的比例，达到既满足集疏运需求，又能节约资源和提高效率，集疏运交通与城市交通和谐发展的目的。 本文在界定港口集疏运系统的概念和内含的基础上，结合交通运输规划的理念，运用层次分析法、DDSUE等方法和模型对港口集疏运系统的选择评价体系和优化方法进行了描述，通过确定合理的运输路径和流量分配使运输成本最小化、运输效率最大化。 关键字：港口集疏运系统，层次分析法，评价选择，路径流量，最优化
目录 1 引言 (1) 1.1研究背景及意义 (1) 1.2研究现状 (1) 1.3研究思路与方法 (1) 2 港口集疏运系统概述 (1) 2.1港口集疏运系统概念 (1) 2.2港口集疏运系统功能 (2) 3 港口集疏运系统的选择评价方法 (2) 3.1方法的确立 (2) 3.2层次分析法基本思路 (2) 3.3层次分析法基本流程 (3) 3.3.1 层次分析法步骤与算例分析 (3) 3.3.2 本节小结 (5) 4 港口集疏运系统优化模型 (5) 4.1 最短路径模型 (5) 4.2 路径流量分配优化模型 (7) 4.2.1 DDSUE模型介绍 (7) 4.2.2 算法步骤 (8) 4.2.3 DDSUE模型优点分析 (8) 5 小结 (8) 参考文献 (9)
各种类型集装箱货柜尺寸
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各种类型集装箱货柜尺寸 集装箱尺寸基本情况一览： 20尺柜:内尺寸5.6９米X2.13米X２.１8米/配货毛重一般１７.5吨／体积24-26立方 4０尺柜:内尺寸1１.8米X2.１３米X2.１8米/配货毛重一般２2吨/体积54立方 40高柜：内尺寸11．８米X２.13米X2．72米／配货毛重一般2２吨/体积68立方 2０尺冻柜:内尺寸5．42米X2．26米X２.24米／配货毛重一般１7吨/体积26立方 40尺冻柜:内尺寸11.２0米X2.２4米X2．１8米/配货毛重一般22吨/体积54立方 ４0高冻柜:内尺寸11.62米X2.29米X2.50米/配货毛重一般22吨／体积67立方 45尺冻柜:内尺寸1３.10米Ｘ2．29米X2.50米/配货毛重一般29吨/体积７５立方 20尺开顶柜：内尺寸５.89米X2.３２米Ｘ2.3１米/配货毛重20吨/体积3１．5立方 40尺开顶柜：内尺寸12.０1米Ｘ2.33米X２．１5米/配货毛重３0.4吨／体积65立方 ２0尺平底货柜：内尺寸5.85米X２.２３米X2.1５米/配货毛重23吨／体积2８立方 4０尺平底货柜：内尺寸12.０5米X２.１２米X１.9６米/配货毛重36吨/体积50立方 45尺柜：内尺寸13．58米Ｘ２.34米X2．71米/配货毛重一般29吨／体积８6立方 集装箱货柜尺寸 如果你有机会路过或进入港口的集装箱堆场,那堆积如山的集装箱和穿梭来往的集装箱拖车一定会让你叹为观止。那油漆成五颜六色的箱体，和箱体上喷绘的各种船公司的标记及图案更叫你眼花缭乱。你可能会慨叹,集装箱的种类真多。然而你通常见得最多的还只是一般的2０英尺、４0英尺标准集装箱和一
精心整理 CornerFittin g HeaderExtensionPlat e 楣部延伸板 后（门）楣 HeaderExtensionPlat e 楣部延伸板 TopsideRail 顶侧梁 RoofPanel 顶 板 箱顶拱梁 端壁 角件 角柱 J 型条柱 通风器 侧板 前槛 前端 铰链 鹅颈槽盖板 捆 绑附件中梁 门槛板 胶合地板 锁杆 后（门）端 左侧 右侧
17 18 1、锁杆支架（LockingBarBracket) 2、锁杆凸轮锁头（LockingBarCam) 3、门楣（DoorHeader） 4、箱主代号及顺序号(Owner`sprefixandserialnumber) 5、尺寸类型代码(SizeandTypecode) 6、重量标志牌(WeightPanel) 7、J型条柱(J-Bar) 8、角件（CornerFitting或Cornercasting) 9、门槛(Doorsill) 10、锁杆支架（LockingBarBracket) 11、锁杆支架（LockingBarBracket) 12、门封条（DoorGasket或DoorSeal) 13、铰链（Hinge) 14、门把托架盖（DoorHandleRetainer) 15、锁杆（LockingBar) 16、门把手（DoorHandle) 17、锁杆夹（LockingBarGuide) 18、综合资料牌（Consolidateddataplate）
捆绑附件 胶合地板 叉槽 叉槽搭板 底侧 梁 底横梁 鹅颈槽盖板 支架 鹅颈槽主横 梁 鹅颈槽侧梁 底横梁 底侧梁 鹅颈槽加强 杆 前槛
目录 第1章总论 (3) 第2章自然条件 (5) 2.1 气象 (5) 2.2 水文 (7) 2.3 泥沙 (14) 2.4 地质 (14) 2.4 地震 (16) 第3章运量与船型 (16) 3.1 营运资料 (16) 3.2 设计船型 (16) 第4章总平面布置 (16) 4.1 总平面布置的原则 (16) 4.2 集装箱码头泊位数确定 (17) 4.3码头平面布置 (18) 第5章装卸工艺 (26) 5.1 装卸工艺的设计原则及一般要求 (27) 5.2工艺流程设计 (28) 5.3 集装箱泊位机械数量及工人数的确定 (28) 第6章结构方案设计 (31) 6.1 设计依据 (31) 6.2 荷载计算 (31) 6.3 码头形式确定 (42) 第7章沉箱结构计算 (67) 7.1 承载能力极限状态下的内力计算 (67) 7.2 正常使用极限状态下的内力计算 (69) 7.3 构件承载力计算 (71) 7.4构件裂缝宽度验算 (72) 参考资料 (78)
结束语 (79)
第1章总论 交通运输是社会经济的主要组成部分，是生产与消费的纽带，是商品流通人们交往的基础条件。港口是水上运输的基础设施，是水陆运输的枢纽、对外贸易的门户。港口能力的大小、管理水平的高低，标志着一个国家整个经济技术发展水平。改革开放以来，我国经济快速发展。进入21世纪，全球经济一体化趋势日益增强，我国现有港口的吞吐量已远不能跟上经济的发展步伐。为了改变泊位吨级小、泊位数量少、港口发展长期滞后于腹地经济发展与运量增长速度的现状，烟台港进行集装箱码头扩建，初步拟建10万吨级集装箱泊位两个。 本设计的主要内容有码头总平面布置，装卸工艺的确定，结构方案选型及方案的比选，工程概算，结构计算、配筋等。 码头的总平面布置包括码头水域布置和码头陆域布置两部分。码头水域布置中，根据有关规范规定，确定码头前沿设计水深为17.20m，高程3.9m，底高程-16.95m，航道通航设计水深为17.78 m，采用双向航道，其有效宽度为364.8m，回旋水域直径692m，港池宽度为519m，设计水深为18.38m；港内锚地系泊采用单浮筒系泊，其半径为236.55m。码头陆域布置包括码头前沿线的确定、泊位布置（包括不同货种的泊位相对位置的确定和岸线总长的确定）、库场布置、铁路和道路布置、辅助生产生活设施的布置等。泊位布置以不同货种的码头互不影响为原则，考虑当地风向布置各货种码头。库场设置了一线和二线，库场总面积为120600㎡。码头生产生活辅助设施包括综合楼、侯工室、材料供应站、小型机械流动库、食堂、休息室等。具体布置见“码头总平面布置图”。 装卸工艺的确定包括工艺流程的设计、机械设备选型、机械数量的确定、装卸工人数和司机人数的确定、主要技术经济指标的确定。本设计中集装箱码头的吞吐量为78.2万TEU，拟建 10万吨集装箱码头，装卸工艺采用两台装船机，既满足了泊位利用率，也满足了吞吐的要求。装卸桥轨距为30.48m。 结构方案选型中拟定了两个设计方案，重力式沉箱码头和空心方块码头。根据所给地质资料，拟建港区有较好的地基基础，根据重力式码头、高桩码头和板桩码头的工作特点和适用性，初步设计了重力式沉箱码头和空心方块码头。
海事大学SHANGHAI MARITIME UNIVERSITY 设施规划与物流分析 课程设计 超大型集装箱码头模拟规划 学院： 专业： 班级： 学号： 学生： 指导教师：
一. 装卸工艺设计主要技术参数 (1) 设计年吞吐量：2000万TEU/年 (2) 设计船型： (3) 年营运天数： 码头：365天 堆场：365天 (4) 各类集装箱所占比例： 普通重箱：70％ 空箱：27％ 冷藏箱重箱： 1.5％ 危险品箱重箱： 1.5％ (5) 集装箱在港平均堆存期： 重箱：4天 空箱：4天 冷藏箱：4天 危险品箱：3天 (6) 不平衡系数： 1.2 (7) 中转比例：80%
二. 码头整体布局设计 ? 2.1岸线长度：共6km 。 ? 2.2码头纵深：2.5km 。 ? 2.3箱区个数： 计算堆场容量及地面箱位元元数，按《海港总平面设计规》（JTJ211－99）中的有关规定进行，其计算公式如下： s y s yk dc BK h y A N E N T t K Q E 1= = 式中： E y —— 集装箱堆场容量； Q h —— 堆场年通过能力； K BK —— 不平衡系数； T yk —— 堆场年作业天数，取365天； t dc —— 重箱在堆场的平均堆存期，取4天； 空箱在堆场的平均堆存期，取4天； 冷藏箱在堆场的平均堆存期，取4天； 危险品箱在堆场的平均堆存期，取3天； N 1 —— 堆场设备堆箱层数； As —— 堆场容量利用率（％）。普通重箱取65%，冷藏箱取65%，危险货物箱取75%，空箱取75%。 计算结果 根据工艺方案，计算所需、实际布置情况下平面箱位、箱容量、堆场通过能力见下表。
外尺寸为20英尺*8英尺*8英尺6吋，称20尺货柜； 外尺寸为40英尺*8英尺*8英尺6吋，称40尺货柜； 外尺寸为40英尺*8英尺*9英尺6吋，称40尺高柜。 20尺柜：内容积为5.69M * 2.13M * 2.18M，配货毛重一般为17.5吨，体积为24-26立方米。 40尺柜：内容积为11.8M * 2.13M * 2.18M，配货毛重一般为22吨，体积为54立方米。 40尺高柜：内容积为11.8M * 2.13M * 2.72M，配货毛重一般为22吨，体积为68立方米。 45尺高柜：内容积为13.58M * 2.34M * 2.71M，配货毛重一般为29吨，体积为86立方米。 20尺开顶柜：内容积为5.89M * 2.32M * 2.31M，配货毛重一般为20吨，体积为31.5立方米。 40尺开顶柜：内容积为12.01M * 2.33M * 2.15M，配货毛重一般为30.4吨，体积为65立方米。 20尺平底货柜：内容积为5.85M * 2.23M * 2.15M，配货毛重一般为23吨，体积为28立方米。 40尺平底货柜：内容积为12.05M * 2.12M * 1.96M，配货毛重一般为36吨，体积为50立方米。 20尺可折叠平台用货箱：内部尺寸5.946米X2.216米X2.233米，配货毛重27.1吨。 40尺可折叠平台用货箱：内部尺寸12.080米X2.126米X2.043米，配货毛重29.2吨。 集装箱尺寸规格表 20尺柜：内容积为 5.69M * 2.13M *2.18M，配货毛重一般为17.5吨，体积为24-26立方米。 40尺柜：内容积为 11.8M * 2.13M * 2.18M，配货毛重一般为22吨，体积为54立方米。 40尺高柜：内容积为 11.8M * 2.13M * 2.72M，配货毛重一般为22吨，体积为68立方米。 45尺高柜：内容积为 13.58M * 2.34M * 2.71M，配货毛重一般为25吨，体积为86立方米。 干货集装箱规格散货集装箱规格冷藏集装箱规格 20英尺 40英尺 20英尺 20英尺 40英尺
20尺櫃40尺櫃集裝箱基本尺寸介紹 CONTAINER TYPE类型大小内长m内宽m内高m门高m门宽m容积M3最大载重T皮重T General Purpose(GP)普通箱40'12.00 2.35 2.36 2.28 2.26 66.55273.4 General Purpose(GP)普通高箱40'H12.00 2.34 2.68 2.34 2.58 75.25274.0 1 40英尺X8英尺X8英尺6吋，簡稱40尺貨櫃; 及近年較多使用的40英尺X8英尺X9英尺6吋，簡稱40尺高櫃。 20尺櫃：內容積為5.69米X2.13米X2.18米,配貨毛重一般為17.5噸,體積為24-26立方米. 40尺櫃:內容積為11.8米X2.13米X2.18米,配貨毛重一般為22噸,體積為54立方米. 40尺高櫃:內容積為11.8米X2.13米X2.72米.配貨毛重一般為22噸,體積為68立方米. 45尺高櫃:內容積為:13.58米X2.34米X2.71米,配貨毛重一般為29噸,體積為86立方米. 20尺開頂櫃:內容積為5.89米X2.32米X2.31米,配貨毛重20噸,體積31.5立方米. 40尺開頂櫃:內容積為12.01米X2.33米X2.15米,配貨毛重30.4噸,體積65立方米. 20尺平底貨櫃:內容積5.85米X2.23米X2.15米,配貨毛重23噸,體積28立方米. 40尺平底貨櫃:內容積12.05米X2.12米X1.96米,配貨毛重36噸,體積50立方米. 2 外尺寸為20英尺X8英尺X8英尺6吋，簡稱20尺貨櫃;
40英尺X8英尺X8英尺6吋，簡稱40尺貨櫃; 及近年較多使用的40英尺X8英尺X9英尺6吋，簡稱40尺高櫃。 20尺櫃：內容積為5.69米X2.13米X2.18米,配貨毛重一般為17.5噸,體積為24-26立方米. 40尺櫃:內容積為11.8米X2.13米X2.18米,配貨毛重一般為22噸,體積為54立方米. 40尺高櫃:內容積為11.8米X2.13米X2.72米.配貨毛重一般為22噸,體積為68立方米. 45尺高櫃:內容積為:13.58米X2.34米X2.71米,配貨毛重一般為29噸,體積為86立方米. 20尺開頂櫃:內容積為5.89米X2.32米X2.31米,配貨毛重20噸,體積31.5立方米. 40尺開頂櫃:內容積為12.01米X2.33米X2.15米,配貨毛重30.4噸,體積65立方米. 20尺平底貨櫃:內容積5.85米X2.23米X2.15米,配貨毛重23噸,體積28立方米. 40尺平底貨櫃:內容積12.05米X2.12米X1.96米,配貨毛重36噸,體積50立方米. 按制箱材料分:有鋁合金集裝箱,鋼板集裝箱,纖維板集裝箱,玻璃鋼集裝箱. 3 1)按規格尺寸分： 目前，國際上通常使用的幹貨櫃(DRYCONTAINER)有：
Corner Fitting 角件 Header Extension Plate 楣部延伸板 后（门）楣 Header Extension Plate 楣部延伸板 Top side Rail 顶侧梁 Roof Panel 顶板 箱顶拱梁 端壁 角件 角柱 J 型条柱 通风器 侧板 前槛 前端 铰链 鹅颈槽盖板 捆 绑附件中梁 门槛板 胶合地板 锁杆 后（门）端 左侧 右侧
17 18 1、锁杆支架（Locking Bar Bracket ) 2、锁杆凸轮锁头（Locking Bar Cam ) 3、门楣（Door Header） 4、箱主代号及顺序号(Owner`s prefix and serial number) 5、尺寸类型代码(Size and Type code) 6、重量标志牌(Weight Panel) 7、J型条柱(J-Bar) 8、角件（Corner Fitting 或Corner casting ) 9、门槛(Door sill) 10、锁杆支架（Locking Bar Bracket ) 11、锁杆支架（Locking Bar Bracket ) 12、门封条（Door Gasket 或Door Seal ) 13、铰链（Hinge ) 14、门把托架盖（Door Handle Retainer ) 15、锁杆（Locking Bar ) 16、门把手（Door Handle ) 17、锁杆夹（Locking Bar Guide ) 18、综合资料牌（Consolidated data plate）
捆绑附件 胶合地板 叉槽 叉槽搭板 底侧梁 底横梁 鹅颈槽盖板 支架 鹅颈槽主横梁 鹅颈槽侧梁 底横梁 底侧梁 鹅颈槽加强杆 前槛
1000DWT集装箱码头结构设计毕业设计 目录 摘要.................................................................................................................................... 错误！未定义书签。ABSTRACT ....................................................................................................................... 错误！未定义书签。资料.................................................................................................................................................................... １自然条件.................................................................................................................................................... １ 1 地理位置........................................................................................................................................ １ 2 气象资料........................................................................................................................................ ２ 3 水文资料........................................................................................................................................ ４ 4 泥沙运动........................................................................................................................................ ７ 5 地质条件.................................................................................................................................... １１ 营运资料................................................................................................................................................ １２吞吐量预测.................................................................................................................................... １２船型................................................................................................................................................ １２1 总平面设计.............................................................................................................................................. １４ 1.1 平面布置的一般规定..................................................................................................................... １４ 1.2 泊位数的确定................................................................................................................................. １４ 1. 泊位数目的计算....................................................................................................................... １４ 1.3 码头水域布置。............................................................................................................................. １６ 1码头岸线长度............................................................................................................................. １６ 2 码头前沿设计水深.................................................................................................................... １７ 3 码头设计高程：........................................................................................................................ １７ 4码头前水域的宽度..................................................................................................................... １８5锚地............................................................................................................................................. １８6回旋水域..................................................................................................................................... １９7航道宽度..................................................................................................................................... １９ 1.4 陆域平面布置......................................................................................................................... １９ 1集装箱码头堆场所需容量及地面箱位数： ............................................................................. １９ 2 集装箱拆装箱库所需容量：.................................................................................................... ２０ 3 铁路、道路的确定.................................................................................................................... ２１2装卸工艺..................................................................................................................................................... ２３ 2.1 集装箱码头装卸机械..................................................................................................................... ２３ 1集装箱装卸桥............................................................................................................................. ２３ 2 集装箱牵引车............................................................................................................................ ２３ 3 集装箱半挂车............................................................................................................................ ２４ 4 轮胎式龙门起重机.................................................................................................................... ２４ 5 拆装箱库内低架叉车................................................................................................................ ２４ 2.2 ........................................................................................................................................................... ２４ 1司机人数..................................................................................................................................... ２５ 2 装卸工人数................................................................................................................................ ２５ 3 码头结构方案设计比选............................................................................................................................ ２６ 3.1 设计原则......................................................................................................................................... ２６
集装箱标准尺寸一览表 来源：李洁的日志 查阅时比较方便，集装箱尺寸基本情况一览如下： 20尺柜：内尺寸5.69米X2.13米X2.18米/配货毛重一般17.5吨/体积24-26立方 40尺柜：内尺寸11.8米X2.13米X2.18米/配货毛重一般22吨/体积54立方 40高柜：内尺寸11.8米X2.13米X2.72米/配货毛重一般22吨/体积68立方 20尺冻柜：内尺寸5.42米X2.26米X2.24米/配货毛重一般17吨/体积26立方 40尺冻柜：内尺寸11.20米X2.24米X2.18米/配货毛重一般22吨/体积54立方 40高冻柜：内尺寸11.62米X2.29米X2.50米/配货毛重一般22吨/体积67立方 45尺冻柜：内尺寸13.10米X2.29米X2.50米/配货毛重一般29吨/体积75立方 20尺开顶柜：内尺寸5.89米X2.32米X2.31米/配货毛重20吨/体积31.5立方 40尺开顶柜：内尺寸12.01米X2.33米X2.15米/配货毛重30.4吨/体积65立方 20尺平底货柜：内尺寸5.85米X2.23米X2.15米/配货毛重23吨/体积28立方 40尺平底货柜：内尺寸12.05米X2.12米X1.96米/配货毛重36吨/体积50立方 45尺柜：内尺寸13.58米X2.34米X2.71米/配货毛重一般29吨/体积86立方 集装箱货柜尺寸 如果你有机会路过或进入港口的集装箱堆场，那堆积如山的集装箱和穿梭来往的集装箱拖车一定会让你叹为观止。那油漆成五颜六色的箱体，和箱体上喷绘的各种船公司的标记及图案更叫你眼花缭乱。你可能会慨叹，集装箱的种类真多。然而你通常见得最多的还只是一般的20英尺、40英尺标准集装箱和一些40英尺加高集装箱，其实集装箱有一个庞大的家族，好多特种集装箱你不一定能见到过，现在我们就带你认识一下这个集装箱家族。 我们通常见到的20英尺、40英尺集装箱叫干货集装箱(DryCargoContainer)，也叫杂货集装箱，还有人称其为货柜。这种集装箱用来运输无需控制温度的件杂货，使用范围很广，常用的有20英尺和40英尺两种，还有一种加高了的40英尺集装箱也属于干货集装箱。这种集装箱结构特点是常为封闭式。一般在一
集装箱规格 1 40英尺X8英尺X8英尺6吋，简称40尺货柜；及近年较多使用的40英尺X8英尺X9英尺6吋，简称40尺高柜。 20尺柜：内容积为5.69米X2.13米X2.18米,配货毛重一般为17.5吨,体积为24-26立方米. 40尺柜:内容积为11.8米X2.13米X2.18米,配货毛重一般为22吨,体积为54立方米. 40尺高柜:内容积为11.8米X2.13米X2.72米.配货毛重一般为22吨,体积为68立方米. 45尺高柜:内容积为:13.58米X2.34米X2.71米,配货毛重一般为29吨,体积为86立方米. 20尺开顶柜:内容积为5.89米X2.32米X2.31米,配货毛重20吨,体积31.5立方米. 40尺开顶柜:内容积为12.01米X2.33米X2.15米,配货毛重30.4吨,体积65立方米. 20尺平底货柜:内容积5.85米X2.23米X2.15米,配货毛重23吨,体积28立方米. 40尺平底货柜:内容积12.05米X2.12米X1.96米,配货毛重36吨,体积50立方米. 2 外尺寸为20英尺X8英尺X8英尺6吋，简称20尺货柜； 40英尺X8英尺X8英尺6吋，简称40尺货柜；及近年较多使用的40英尺X8英尺X9英尺6吋，简称40尺高柜。 20尺柜：内容积为5.69米X2.13米X2.18米,配货毛重一般为17.5吨,体积为24-26立方米. 40尺柜:内容积为11.8米X2.13米X2.18米,配货毛重一般为22吨,体积为54立方米. 40尺高柜:内容积为11.8米X2.13米X2.72米.配货毛重一般为22吨,体积为68立方米. 45尺高柜:内容积为:13.58米X2.34米X2.71米,配货毛重一般为29吨,体积为86立方米. 20尺开顶柜:内容积为5.89米X2.32米X2.31米,配货毛重20吨,体积31.5立方米. 40尺开顶柜:内容积为12.01米X2.33米X2.15米,配货毛重30.4吨,体积65立方米. 20尺平底货柜:内容积5.85米X2.23米X2.15米,配货毛重23吨,体积28立方米. 40尺平底货柜:内容积12.05米X2.12米X1.96米,配货毛重36吨,体积50立方米. 按制箱材料分:有铝合金集装箱,钢板集装箱,纤维板集装箱,玻璃钢集装箱. ( 1)按规格尺寸分：高柜：HQ 普柜:GP 目前，国际上通常使用的干货柜（DRYCONTAINER）有： 外尺寸为20英尺×8英尺×8英尺6?，简称20尺货柜； 40英尺×8英尺×8英尺6?，简称40尺货柜；及近年较多使用的40英尺×英尺×9英尺6?，简称40尺高柜。 20尺柜：内容积为5.69米×2.13米×2.18米，配货毛重一般为17.5吨，体积为24-26立方米。40尺柜：内容积为11.8米×2.13米×2.18米，配货毛重一般为22吨，体积为54立方米。 40尺高柜：内容积为11.8米×2.13米×2.72米。配货毛重一般为22吨，体积为68立方米。45尺高柜：内容积为：13.58米×2.34米×2.71米，配货毛重一般为29吨，体积为86立方米。20尺开顶柜：内容积为5.89米×2.32米×2.31米，配货毛重20吨，体积31.5立方米。 40尺开顶柜：内容积为12.01米×2.33米×2.15米，配货毛重30.4吨，体积65立方米。