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Status
Withdrawn
Publication Date
31-Dec-1973
Current Stage
9599 - Withdrawal of International Standard
Completion Date
01-Jan-1979
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ISO 1496-1:1974 - Title missing - Legacy paper document Released:1/1/1974
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INTERNATIONAL STANDARD 149611
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INTERNATIONAL ORGANIZATION FOR STANDARDIZATION .MEXLIYHAPOlUiAR OPïAHH3AWR no CTAHMI"3AUHH .ORGANISATION INTERNATIONALE DE NORMAUSATION
Series 1 freight containers - Specification and testing -
Part I : General cargo containers
Conteneurs de la série 1 - Spécifications et essais - Partie I : Conteneurs pour usage générai
First edition - 1974-04-01
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- UDC 621.869.88 Ref. No. IS0 1496/1-1974 (E)
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- kscriptorr : freight containers, specifications, tests, dimensions, ratings, design.
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FOREWORD
IS0 (the International Organization for Standardization) is a worldwide federation
of national standards institutes (IS0 Member Bodies). The work of developing
International Standards is carried out through IS0 Technical Committees. Every
Member Body interested in a subject for which a Technical Committee has been set
up has the right to be represented on that Committee. International organizations,
governmental and non-governmental, in liaison with ISO, also take part in the work.
Draft International Standards adopted by the Technical Committees are circulated
to the Member Bodies for approval before their acceptance as International
Standards by the IS0 Council.
International Standard IS0 1496/1 (originally Draft International Standard
iSO/DiS 2973) was drawn up by Technical Committee ISO/TC 104, Freight
containers, and circulated to the Member Bodies in October 1972.
It has been approved by the Member Bodies of the following countries :
Australia Germany Romania
Austria Hungary South Africa, Rep. of
Belgium India Sweden
Brazil Israel Switzerland
Bulgaria Thailand
Japan
Netherlands Turkey
Canada
Czechoslovakia New Zealand United Kingdom
Egypt, Arab Rep. of Poland U.S.A.
France Portugal U.S.S. R.
This International Standard has also been approved by the International Union of
Railways (UIC).
No Member Body expressed disapproval of the document.
International Standard IS0 1496, parts I to VII, cancels and replaces IS0
Recommendation R 1496-1970.
O International Organization for Standardization, 1974
Printed in Switzerland

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e
IS0 1496/1-1974 (E)
INTERNATIONAL STANDARD
Series 1 freight containers - Specification and testing -
Part I : General cargo containers
1.2 The container types covered by this International
O INTRODUCTION
Standard are as follows :
Grouping of container types for specification purposes
I
Part
General cargo O0 to 09, 50 to Type
designation" I I
59,65 to 69
Closed, including opening roof
O0 to O9
Part II
Thermal 20 to 49 50 to 53 Open top
and 56 to 59
Part III
Open side
65 to 69
Tank 70 to 79
Open top/open side(s)
54
Part IV
Bulk 80 to 84
Open toplopen side(s)/open endk)
55
Part V
Platform container 60
Part VI
Folding 61 to 64
Part VI I
Air mode 90 to 99
NOTE - Container groupings for Parts II to VI1 will be set forth in
2 REFERENCES
detail in the relevant documents.
IS0 668, Dimensions and ratings of freight containers.
IS0 790, Marking of series 1 freight containers.
1 SCOPE AND FIELD OF APPLICATION
I SO/ R 1 161 , Specification of corner fittings for series 1
freight con tainers.
1.1 This International Standard sets out the basic
requirements for the specification and testing of IS0
ISOIR 1894, General purpose series 1 freight containers -
series 1 freight containers for general cargo which are
Minimum internal dimensions.
suitable for international exchange and for conveyance by
road, rail and sea, including interchange between these IS0 2716, Identification marking code for freight
con tainers.
forms of transport.
1

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IS0 1496/1-1974 (E)
All closed containers and all open containers fitted with the
3 DIMENSIONS AND RATINGS
covers which were designed for them, shall be weatherproof
as required by test number 13 (see 5.14).
3.1 External dimensions
The overall external dimensions and tolerances of the
4.2 Corner fittings
freight containers covered by this International Standard
All series 1 containers shall be equipped with corner fittings
are those established in IS0 668. No aprt of the container
at the top corners. 1 AA, 1 A, 1 B, 1C and 1 D containers
shall project beyond these overall external dimensions.
shall, in addition, be equipped with corner fittings at the
bottom corners. The requirements and positioning of the
3.2 Internal dimensions
ISO/R 1161. The upper faces of
corner fittings are given in
Internal dimensions of containers shall be as large as the top corner fittings shall protrude above the top of the
container by a minimum of 6 mm (1/4 in) (see 4.3.3). The
possible, but, in any case,
“top of the container” means the highest level of the cover
- closed containers type O0 shall comply with the
of the container, for example the level of the top of a soft
minimum internal length, width and height given in
cover.
ISO/R 1894;
4.3 Base structure
- containers type 02, having partial opening(s) in the
side(s), shall comply with the minimum internal length
4.3.1 For containers lAA, 1A. 1B and 1C. the height of
and height given in ISO/R 1894;
the lower faces of all transverse members in the base of the
- containers type 03, having an opening roof, shall
containers (including end transverse members) above the
comply with the minimum internal length and width
base plane (bottom faces of lower corner fittings) shall be
ISO/R 1894;
given in
12.5 1;; mm (1/2 1;:: in).
- containers types01 and 04, having openings in the
side(s) and/or roof, shall comply with the minimum
4.3.2 For containers lD, 1E and 1F the level of the
internal length given in ISO/R 1894.
underside of the base structure is not specified, except in so
far as it is implied in 4.3.3.
3.3 Ratings
4.3.3 For series 1 containers under dynamic conditions, or
The values of the rating R, being the maximum operating
the static equivalent thereof, with the container having a
gross weight of the container, are those given in IS0 668.
load uniformly distributed over the floor in such a way that
the combined weight of the container and test load is equal
R=P+T
to 1,8 R, no part of the base of the container shall deflect
more than 6 mm (1/4 in) below the base plane (bottom
where P is the maximum operating playload and T is the
faces of the lower corner fittings).
tare weight.
4.4 End structure
4 DESIGN REQUIREMENTS For containers lAA, lA, 1B and 1C. the sideways
deflection of the top of the container with respect to the
bottom of the container at the time it is under full
4.1 General
transverse rigidity test conditions, shall not cause the sum
All containers shall be capable of fulfilling the following
of the changes in length of the two diagonals to exceed
requirements.
60 mm (2 3/8 in).
The strength requirements for containers are given in
4.5 Side structure
diagrammatic form in annex A (these requirements are
applicable to all containers except where otherwise stated).
For containers 1AA. lA, 1B and lC, the longitudinal
They apply to containers as complete units.
deflection of the top of the container with respect to the
bottom of the container at the time it is under full
The strength requirements for corner fittings (see also 4.2)
longitudinal rigidity test conditions shall not exceed 25 mm
are given in annex C of ISO/R 11 61.
(1 in).
The container shall be capable of withstanding the loads
and applied forces detailed in clause 5.
4.6 Walls
As the effects of loads encountered under any dynamic
Where openings are provided in end or side walls, the ability
operating condition should only approach, but not exceed,
of these walls to withstand tests numbers 5 and 6 shall not
the effects of the corresponding test loads, it is implicit that
be impaired.
the capabilities of containers indicated in annex A and
demonstrated by the tests described in clause 5 shall not be Where containers (other than closed containers) are
provided with end(s) or side(s) which are not able to
exceeded in any mode of operation.
2

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IS0 1496/1-1974 (E)
withstand tests numbers 5 and 6, means shall be provided
5 TESTING
for securing the cargo to the base structure in such a
manner that the cargo does not transmit forces to the ends
5.1 General
or sides.
Unless otherwise stated, containers complying with the
Where containers do not have end or side walls, means shall
design requirements specified in clause 4 shall, in addition,
be provided for securing the cargo to the base structure.
be capable of withstanding the tests specified in 5.2 to 5.14
inclusive, as applicable. It is recommended that the test for
4.7 Door opening
weatherproofness (Test No. 13) be made last.
Each container, except those containers with open ends,
5.1.1 The symbol R denotes the maximum operating gross
shall be provided with a door opening at least at one end,
weight of the container and the symbol P denotes the
except in the case of 1E and 1F containers, where the
maximum operating payload of the container to be tested,
opening may be provided in a side wall.
that is, the tare weight T subtracted from the maximum
Closed-type containers designated 1A. lB, 1C and 1D
operating gross weight R.
(types O0 and 02) shall have a door opening, preferably
having dimensions equal to those of the internal R=P+T
cross-section of the containers and, in any case, not less
5.1.2 The test load within the container shall be uniformly
than 2 134 mm (7 ft O in) high and 2 286 mm (7 ft 6 in)
L
distributed.
wide.
NOTE - Water is recommended as the test medium to determine
Closed-type containers designated 1AA (types O0 and 02)
the ability of the ehd and side walls, test numbers 5 and 6, to with-
shall have a door opening, preferably having dimensions
stand the resultant forces imposed by cargo on these members.
Other methods which produce loading equivalent to a fluid load in
equal to those of the internal cross-section of the
mass and distribution (for example, dry sand in loose bulk or in
case, not less than 2 261 mm
containers, and, in any
bags free to flex) may be used at the discretion of the test engineer.
(7 ft 5 in) high, and 2 286 mm (7 ft 6 in) wide.
All door openings and end openings shall be as large as 5.1.3 The test loads specified in all of the following tests
possi ble. are the minimum requirements.
OPTIONAL R EQUlR EMENTS 5.1.4 The dimensional requirements to which reference is
made in the requirements sub-clause after each test are
those specified in :
4.8 Fork lift pockets
a) the dimensional and design requirement clauses of
Fork lift pockets may be provided as optional features for
this International Standard;
handling lC, 1D. 1 E and 1 F containers in the loaded or
unloaded condition. The dimensional requirements for such
b) iSO668;
pockets are specified in annex B.
c) ISOiR 1161.
Fork pockets, when provided, shall pass completely through
the base structure of the container, so that lifting devices
(.-
5.2 Test No. 1 - Stacking
may be inserted from either side.
It is not necessary for the base of the fork lift pockets to be
5.2.1 General
the full width of the container, but it should be provided in
This test shall be carried out to prove the ability of a
the vicinity of each end.
container to support five other fully loaded containers of
the same length and rating under the acceleration
4.9 Provision for handling at the base by means of
conditions encountered in ships’ cell structures, taking into
grappler arms or similar devices
account relative eccentricities between containers due to
Provision for handling 1 AA, 1 A, 16, 1 C and 1 D containers
clearance.
by means of grappler arms or similar devices may be
provided as optional features. The dimensional
5.2.2 Procedure
requirements for such provisions are specified in annex C.
The container under test shall be placed on four level pads,
one under each bottom corner fitting or equivalent corner
4.10 Gooseneck tunnels
structure. The pads shall be centralized under the fittings,
Gooseneck tunnels may be provided as optional features in
as the
and be substantially of the same plan dimensions
containers 1 AA and 1 A. The dimensional requirements are
fittings. The container shall have a load uniformly
specified in annex D and, in addition, all other parts of the
distributed over the floor in such a way that the combined
base structure shall be as specified in 4.3.
weight of the container and the test load is equal to 1,8 R.
NOTE - The requirements of 4.2, 4.8 and 4.9 do not preclude the
The container under test shall be subjected to a vertical
provision of additional facilities for lifting, either from the top or at
force of 2,25 R on each of the top corner fittings
the bottom of the containers.

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IS0 1496/l -1974 (E)
simultaneously or 4,5 R on each pair of end fittings in such
5.4 Test No. 3 - Lifting from the bottom corner fittings
a manner that the planes of application of the forces and
the supports of the container remain horizontal and
5.4.1 General
unchanged during the test. The forces shall be applied
This test shall be carried out to prove the ability of
through a corner fitting or a pad of the same plan area as a
containers to withstand being lifted from bottom corner
corner fitting. Each pad shall be offset in the same direction
fittings by means of lifting devices bearing on the bottom
by 25.4 mm (1 in) laterally and 38mm (1 1/2 in)
corner fittings only and attached to a single transverse
longitudinally.
central spreader beam, above the container.
This test shall be carried out on IAA, 1A. lB, 1C and 1D
5.2.3 Requirements
containers. It shall also be carried out on 1E and 1F
Upon completion of the test, the container shall show
containers if they are equipped with bottom corner fittings.
neither permanent deformation which will render it
unsuitable for use nor abnormality which will render it
5.4.2 Procedure
unsuitable for use, and the dimensional requirements
affecting handling, securing and interchange shall be
The container under test shall have a load uniformly
satisfied.
distributed over the floor in such a way that the combined
weight of container and test load is equal to 2 R, and it
shall be carefully lifted from the side apertures of all four
5.3 Test No. 2 - Lifting from the top corner fittings
bottom corner fittings in such a way that no significant
acceleration or deceleration forces are applied.
5.3.1 General
Lifting forces shall be applied at :
This test shall be carried out to prove the ability of lAA,
30" to the horizontal for 1AA and 1A containers;
lA, 1B and 1C containers to withstand being lifted from
the top corner fittings with the lifting forces applied
37" to the horizontal for 1 B containers;
vertically, and the ability of 1 D, 1 E and 1 F containers to
withstand being lifted from the top corner fittings with the
45" to the horizontal for 1 C containers;
lifting forces applied at any angle between the vertical and
60" to the horizontal for 1 D, 1 E and 1 F containers.
30" to the vertical, these being the only recognized
methods of lifting these containers by the top corner
In each case the line of action of the lifting force and the
fittings.
outer face of the corner fitting shall be no farther apart
than 38 mm (1 1/2 in). The lifting shall be carried out in
This test shall also be regarded as proving the ability of the
such a manner that the lifting devices bear on the bottom
floor and base structure to withstand the forces arising
corner fittings only.
from acceleration of the payload in lifting operations.
The container shall be suspended for 5min and then
lowered to the ground.
5.3.2 Procedure
The container under test shall have a load uniformly
5.4.3 Requirements
distributed over the floor in such a way that the combined
weight of the container and test load is equal to 2 R, and it
Upon completion of the test, the container shall show
shall be carefully lifted from all four top corners in such a
neither permanent deformation which will render it
way that no significant acceleration or deceleration forces
unsuitable for us
...

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