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IS 3196
PART 1 : 1992 |
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WELDED LOW CARBON STEEL
CYLINDERS EXCEEDING 5 LITER WATER CAPACITY FOR LOW PRESSURE
LIQUEFIABLE GASES |
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1 DESIGN |
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The cylinder shall be of welded
construction having a cold or how drawn cylindrical portion
with hemispherical, ellipsoidal or tori-spherical ends welded
to it, or two halves of cold or hot drawn and
circumferentially welded together, or any other construction
approved by the statutory authority. |
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The calculation of the thickness
of pressure parts of the gas cylinder is related to the
minimum value of yield strength guaranteed by the cylinder
manufacturer for the finished cylinder and the test pressure. |
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2 MANUFACTURE |
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2.1
The number of longitudinal scams in the welded cylinder shall
not exceed one and the number of circumferential seams shall
not exceed two. |
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2.2
When the welded cylinder contains a longitudinal seam, the
edges of the plate forming the longitudinal joint of the shell
shall be rolled or formed by pressure not by blows, to the
required curvature. |
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2.3
The end or dished part shall be hemispherical,
semi-ellipsoidal or tori-spherical shape. The end shall have a
cylindrical skirt or parallel portion of minimum length 20 mm
or three times the shell thickness, whichever is greater. |
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2.4
Agreed Finished Thickness - The agreed finished thickness
shall not be less than the minimum calculated wall thickness
at any transverse section of the cylindrical portion.
Additional thickness may also have to be provided to cover
corrosion allowance and stresses due to horizontal
acceleration and retardation during transportation. The
amount of the allowance shall be as agreed to between the
manufacturer and the purchaser. |
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2.5
Examination of Cylinders Before Closing in Operation -
Cylinders shall be examined for wall thickness, before the
closing-in operation, circularity of the cylindrical shell and
the skirt portion of ends, external and internal surface
defects, the profile regularity of the ends, offset at the
joints, and straightness. The manufacturer shall assure
himself that the wall thickness is not less than the agreed
finished thickness at any point. The eccentricity of bung hole
centre line with respect to centre line of half/body of
cylinder shall not be more than one percent of the nominal
diameter of cylinder subject to a maximum of 2 mm. |
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2.5.1
Circularity - The out-of-roundness of the cylindrical shell
shall be limited to such a value that the difference between
the maximum and the minimum outside diameter in the same cross
section is not more that one percent of the mean of these
diameters. |
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2.5.2
Surface Defects - The internal and external surfaces of the
cylindrical shall be free from defects which will adversely
affect the safe working of the cylinder. |
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2.5.3
Profile Regularity - The contour of dished end shall not
deviate from the approved dimensions by more than 1.25 percent
of the nominal diameter in respect of radial dimensions and by
more than one percent in respect of axial dimensions. Such
deviations shall not be abrupt changes and shall be outside
the specified shape. |
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2.5.4
Offset at the Joint - The misalignment measure at the surface
of the plates shall not exceed 10 percent of the nominal
plate thickness. Where the thickness of the ends exceeds the
shell thickness by more than 25 percent, the abutting edges
shall be reduced by a smooth taper extending for a distance of
four times the offset between the abutting edges. |
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2.5.5
Straightness - Unless otherwise shown in the drawing, the
maximum deviation of the shell from a straight line shall not
exceed 0.3 percent of the cylindrical length. |
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3 VALVES AND
VALVES PAD |
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3.1
The valve connection shall consist of a welded pad/bung, and
shall be threaded to suit the type of valve specified in IS
8737 (Part 2) : 1978. Two runs of welding shall be employed
for bungs which have a backing pad (either on the outside or
one on the outside and one on the inside). In the case of
bungs without backing pad, one run of welding shall be given
on the inside and one on the outside. If the positive
projection of a bung inside the cylinder is 4 mm or more, the
same may be welded only on the outside with two runs of weld. |
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3.1.1
Any other valve connection may be provided as agreed to
between the manufacturer and the purchaser and approved by the
statutory authority. |
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3.2
Valve Protection |
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3.2.1
Cylinder shall have their valves protected against damage by
the provision of a stout metal cap or round or metal cover or
protective metal ring or grill of an approved design. Where
the design of the cylinder provides for the valve lying wholly
below the level of the body of the cylinder such a protection
is not necessary. |
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3.2.2
In the case of non-vented valve protection the cap shall be
provided with a suitable device which will allow any pressure
that has accumulated inside the valve cap to be slowly
released before removal of the cap. |
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3.2.3
The metal cap or metal cover shall be screwed on to the neck
of the cylinder. |
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3.2.4
The protective metal ring or grill shall be welded to the
upper end of the cylinder concentric with the neck. |
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3.2.5
In case the protective ring is made out of tube/pipe the
dimensions of tube/pipe may be as agreed between the purchaser
and the manufacturer. |
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3.2.6
The protective device shall be of adequate construction to
prevent such damage to the valve as would cause the escape of
the product. When a water filled container with quantity being
half the nominal water capacity is dropped from a height of
1.2 m, so that the protective device struck a hard flat
surface, there shall be no damage to the valve. |
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4 FITTINGS OTHER
THAN VALVES |
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4.1
Handle or other suitable arrangement for lifting the cylinder
shall be provided. It shall be capable of withstanding static
loading in any direction equal to twice the weight of the
cylinder when filled with water. |
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4.2
FOOTRING - The footring, where fitted as a separate fixture to
the bottom end of the cylinder, shall be at least 20 mm away
from the circumferential weld. The thickness of the sheet from
which the footring is made shall not be less than the
calculated wall thickness of the cylinder body. The footring
may be intermittently welded. In case, the bottom edge is
curled, the curling shall be inwards to facilitate safe
handling. It shall be provided with holes for ventilation, and
if curled, drainage holes to be provided to avoid corrosion.
The maximum permissible deviation from the vertical shall not
exceed 1°. Footring shall be sufficiently strong and made of
steel compatible with that of the cylinder prescribed in IS
1079 :1988 or of other steel, having equivalent properties.
The bottom of the footring shall not be less than 8 mm below
the outside bottom of the cylinder shell for cylinder upto 34
liters nominal water capacity. For cylinders of more than 34
liters nominal water capacity and up to 50 liters nominal
water capacity, this value shall be minimum 15mm and for
cylinders exceeding 50 liters nominal water capacity, this
value shall be minimum 25 mm. |
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4.3
Bung - The requirements of bungs shall be in accordance with
Annex-B. |
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5 HEAT
TREATMENT |
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All cylinders shall be
efficiently normalized, or stress relieved in accordance with
the steel maker’s recommendation, after manufacture and
completion of all welding (including that of attachments) and
before hydrostatic test is applied. A complete record of the
heat treatment cycle shall be maintained. |
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6 HYDROSTATIC
TEST |
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6.1
Each heat treated cylinder shall be subjected to hydrostatic
test. During the hydrostatic test, the pressure shall be
increased gradually till the required test pressure is
reached. After the test pressure is reached and the external
surfaces of the cylinder are dried, it shall be retained for a
period of not less than 30 seconds. Any reduction in pressure
noticed during this retention period or any leakage, or
visible bulge or deformation shall be treated as a case of
failure in the test. |
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6.1.1
The value of hydrostatic test pressure for LPG shall be in
accordance with IS 8867 : 1978. |
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6.1.2
Hydrostatic test shall be carried out according to 7 of IS
3196 (Part 3) : 1991. |
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7 PNEUMATIC
LEAKAGE TEST |
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7.1
Each cylinder, after it has been dried, and fitted with valve
using a suitable jointing material as agreed to between the
purchaser and the manufacturer, shall be tested for leakage by
subjecting to air pressure of not less than 980 kPa (10kgf/cm2)
for a period of one minute while immersed in water and shall
show no leakage from the body of the cylinder and valve pad
joint. This test shall be carried out after fixing the safety
cap on the valve. |
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7.1.1
Alternatively any other method approved by the statutory
authority may be used. |
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7.1.2
Pneumatic leakage test shall be carried out according to 8 of
IS 3196 (Part 3) : 1991. |
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8 HYDROSTATIC
STRETCH TEST AND BURSTING TEST |
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8.1
Hydrostatic Stretch Test - One cylinder taken at random from
each lot of 483 or less shall be subjected to a hydrostatic
stretch test. No pressure greater than 80 percent of the test
pressure shall have been applied to the cylinder before the
test. |
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8.1.1
Hydrostatic stretch test shall be carried out according to 6
of IS 3196 (Part 3) : 1991. |
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8.1.2
Permanent stretch suffered by the cylinder due to application
of test pressure shall not exceed the following limits: |
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- In the case of cylinders
below 20 liter water capacity for non-corrosive gases,
10 percent of the total stretch suffered during test;
and |
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- In other case, 10% of the
total stretch suffered during the test or 1/5000 of the
original volume of the cylinder, whichever is less. |
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8.2
The cylinder which has passed the hydrostatic stretch test
under 17.1 or alternatively one cylinder selected at random
from those which have passed the hydrostatic test shall then
be subjected to a hydrostatic pressure till its bursts. |
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8.2.1
Bursting test shall be carried out according to 9 of IS 3196
(Part 3) : 1991. |
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8.2.2
The nominal hoop stress value of (fb) shall
be not less that 0.95 of the minimum specified tensile
strength of the material of the cylinder. |
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The cylinder shall burst without
fragmentation. During burst test in case leakage starts from
any welding before fracture or before achieving required hoop
stress, the specimen shall be discarded and fresh test
specimen shall be taken. Fracture shall not occur in the weld
in the direction of the seam nor parallel to it within 10 mm
from its edge. Fracture at bung welding shall be treated as a
failure irrespective of its meeting hoop stress requirements. |
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9 ACCEPTANCE
TESTS |
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9.1
For every batch of 202 or less heat-treated and finished
cylinders, one test cylinder shall be selected at random, and
the various acceptance tests shall be carried out on test
specimens taken from this cylinder. |
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9.1.1
Number of test specimen and method of testing shall be in
accordance with 5 of IS 3196 (Part 3) : 1991. |
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9.1.2
The percentage elongation and yield strength, wherever
applicable, and tensile strength thus determined shall not be
less than the respective requirements for the material
specified. |
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9.1.3
The bend test specimen having cracks or any other open
defects, which exceed 3 mm, measured in any direction on the
convex surface of the specimen, shall be treated as a failure. |
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9.1.4
The weld shall show a good penetration and absence of lack of
fusion. |
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9.1.5
The thickness shall not be less than the calculated thickness. |
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Governing Specifications |
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