Specifications

All steel parts of the container Auto shot blasting to SA2.5standard
Most of the weldings are auto welding insure the quatlity

1.1  Operational Environment

 

            The container is designed and manufactured for the carriage of general cargo by marine, road, and rail. It is designed to maintain its structural and weathertight integrity within a temperature range of -30ºC to 80ºC.

 

1.2  Regulations and Standards

 

The container will conform to and satisfy the following standards.

 

1.2.1     ISO/TC-104

 

  All to meet series 1 freight containers set forth.

 

ISO 830 ---------Freight containers-Terminology.

ISO 668----------Series 1 freight containers-Classification, external dimensions and ratings.

ISO 6346 --------Freight containers-Coding, identification and marking.

ISO 1161 --------Series 1 freight containers-Corner castings-specification.

ISO 1496-1-------Series 1 freight containers-Specification and testing-

Part 1: General cargo containers

 

1.2.2      T.I.R. Requirements and Certifications

 

  The container shall comply with the customs convention of containers, 1972 and all subsequent revisions to date and will be identified with appropriate approval plates and markings.

 

1.2.3      Timber Component Treatment and Certification

 

All exposed timber components are treated with an Australian government approved insecticide and the container will be such identified with appropriate immunization plate.

 

1.2.4      U.I.C. Registration

 

  The container will be registered and comply with the International Union of Railways (UIC) code 592-1 OR and 592-2 OR.

 

1.2.5      CSC Requirements

 

  The container will comply with the rules set forth in the International Convention for Safe Containers and will be so identified with a plate.

 

1.2.6      Classification Society

 

  The container will be certified by Classification Society(BV, GL, LR, ABS, or CCS)in design and individually inspected during its production.

 

1.3  Handling

 

 

The container will be constructed to be handled under the following conditions without distortion or effect on its structural integrity:

 

A.   Lifting full by its top corner castings by means of spreaders

B.   Lifting full by its bottom corner castings by means of fitting at a sling angle of 45 degrees.

C.   Lifting full or empty by forklift at its forklift pocket.

 

1.4  Transportation

 

  The container will be constructed to be suitable for transportation in normal operating conditions by modes of:

 

  A. Marine   - on deck or in cell guided by vertical or diagonal lashings

  B. Rail     - on flat or container car secured at its bottom corner castings

  C. Road   - on flat or chassis secured at its bottom corner castings

 

2.    DIMENSIONS AND RATINGS

 

2.1  Dimension

 

Title		20’
	Length	6,058	(0,   -6)
External   (mm)	Width	2,438	(0,   -5)
	Height	2,896	(0,   -5)
Internal   (mm)	Length	5,898	(0,   -6)
	Width	2,352	(0,   -5)
	Height	2,698	(0,   -5)

                                                             

2.2  Diagonal Difference

 

Diagonal tolerance of front and rear frames should be less than 10 MM.

Diagonal tolerance of side and roof panels should be less than 13 MM.

 

2.3  Internal Capacity

 

       33.2 CU.M. (1,173 CU.FT.)

2.4  Ratings

      

Title	kg	lbs
Max. Gross Weight	30,480	67,200
Tare Weight(±2%)	2,320	5110
Max. Payload	28,160	62,090

 

2.5  Corner Protrusions

 

2.5.1    The faces of the bottom corner castings protrude from lower faces of all transverse members in the

base of the container by 17 MM (+0.5, -6.0 MM).

 

2.5.2    The upper faces of top corner castings protrude from upper faces of the highest point of the roof by 6 MM.

 

2.5.3    The outer side faces of corner castings protrude from outside faces of corner posts by 3 MM.

 

2.5.4    Under 1.8 x max. gross weight no part of the base will protrude more than 6 MM below the bottom corner castings.

 

3.         MATERIAL AND CONSTRUCTION

 

3.1  General

 

            The container is mainly constructed with steel frames, corrugated panels welded by CO₂ shielded Arc welding. All welds of the exterior including the base frames are continuous with full penetration. Wooden floor is fixed to the cross members by self-tapping screws. All crevices will be sealed with elastic sealing compound.

 

3.2  Materials

 

            The main constructional materials are shown in Appendix A of the specification.

 

3.3  Corner Castings

 

       All corner castings used will comply with ISO/1161 standard.