ISO 616:1995
(Main)Coke — Determination of shatter indices
Coke — Determination of shatter indices
Specifies a method for determining the strength of coke by the shatter test. Replaces the first edition, which has been technically revised.
Coke — Détermination des indices de chute
Koks - Ugotavljanje drobljivosti
General Information
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Standards Content (Sample)
SLOVENSKI STANDARD
SIST ISO 616:1998
01-februar-1998
Koks - Ugotavljanje drobljivosti
Coke -- Determination of shatter indices
Coke -- Détermination des indices de chute
Ta slovenski standard je istoveten z: ISO 616:1995
ICS:
75.160.10 Trda goriva Solid fuels
SIST ISO 616:1998 en
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
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SIST ISO 616:1998
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SIST ISO 616:1998
ISO
INTERNATIONAL
616
STANDARD
Second edition
1995-11-01
- Determination of shatter indices
Coke
Determination des indices de chute
Coke -
Reference number
ISO 616:1995(E)
---------------------- Page: 3 ----------------------
SIST ISO 616:1998
ISO 616:1995(E)
Foreword
ISO (the International Organization for Standardization) is a worldwide
federation of national Standards bodies (ISO member bodies). The work
of preparing International Standards is normally carried out through ISO
technical committees. Esch member body interested in a subject for
which a technical committee has been established 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. ISO
collaborates closely with the International Electrotechnical Commission
(IEC) on all matters of electrotechnical standardization.
Draft International Standards adopted by the technical committees are
circulated to the member bodies for voting. Publication as an International
Standard requires approval by at least 75 % of the member bodies casting
a vote.
International Standard ISO 616 was prepared by Technical Committee
lSO/TC 27, Solid mineral fuels, Subcommittee SC 3, Coke.
This second edition cancels and replaces the first edition (ISO 616:1977),
which has been technically revised.
0 ISO 1995
All rights reserved. Unless otherwise specified, no part of this publication may be reproduced
or utilized in any form or by any means, electronie or mechanical, including photocopying and
microfilm, without Permission in writing from the publisher.
International Organization for Standardization
Case Postale 56 l CH-l 211 Geneve 20 l Switzerland
Printed in Switzerland
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SIST ISO 616:1998
0 ISO
ISO 616:1995(E)
Introduction
The shatter index of coke tan be determined for one test sieve or for each
of a number of test sieves of different sizes of holes (e.g. 80 mm and
40 mm). The higher the shatter index, the greater the resistance of the
coke to breakage into pieces which are smaller than the stated size.
The mean size of the coke before and after the shatter test may also be
determined to give additional information about the strength of the Coke.
Ill
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SIST ISO 616:1998
This page intentionally left blank
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SIST ISO 616:1998
ISO 616:1995(E)
INTERNATIONAL STANDARD 0 ISO
- Determination of shatter indices
Coke
4 Principle
1 Scope
This International Standard specifies a method for
A test Portion taken from the coke above a specified
determining the strength of coke by the shatter test.
size is dropped under Standard conditions. The mass
of coke which is then retained on a test sieve, or on
each of two or more test sieves of different sizes of
2 Normative references
holes, is determined.
The following Standards contain provisions which,
through reference in this text, constitute provisions
of this International Standard. At the time of publi-
cation, the editions indicated were valid. All Standards
are subject to revision, and Parties to agreements
5 Apparatus
based on this International Standard are encouraged
to investigate the possibility of applying the most re-
cent editions of the Standards indicated below.
Members of IEC and ISO maintain registers of cur-
rently valid International Standards. 5.1 Shatter test apparatus (see figure l), mounted
on a solid base and consisting of the following Parts.
ISO 579:1981, Coke - Determination of total
mois tut-e con ten t.
5.1.1 Base unit, comprising a steel base plate with
ISO 728: 1995, Coke (nominal top size greater than 20
further plates fitted on all sides to prevent loss of
- Size analysis by sieving.
mm)
coke during the test. The base plate shall be not less
ISO 2309:1980, Coke - Sampling.
than 12 mm thick, 1 220 mm long and 970 mm
wide. Esch of the other plates shall be not less than
ISO 331 O-2: 1990, Test sieves - Technical require-
200 mm high and 10 mm thick. The back plate (see
ments and testing - Part 2: Test sieves of perforated
note 1) and the side plates shall be rigidly fixed and
me tal pla te.
the front plate shall be removable (see note 2), so as
to facilitate shovelling the coke from the base unit into
the box (5.1.4) after each drop.
3 Definition
NOTES
For the purposes of this International Standard, the
following definition applies.
1 For the purposes of describing the apparatus, it is
viewed from the “front” when the counterweight appears
3.1 shatter index: Percentage of a specially pre-
to the right (as depicted in figure 1).
pared Sample of coke remaining on a test sieve of
stated size of openings after the Sample has been
2 For convenience, the front plate may be hinged and fit-
ted with latches.
subjected to a specified dropping test.
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SIST ISO 616:1998
0 ISO
ISO 616:1995(E)
Dimensions in millimetres
Double-sheave
Single-sheave
pulley
pulley
-7
Top plate
.
Stops
710
w
-Box
Box guide -
Guide channel-----,
- Latch
Wire ropes
Counterweight
_.~-- ~--~- --
_ _ ~
l-
--_-
/-- Base unit
Stops
-
____-_------
_----- -----.
_--s---e---
_---------e
\
%
4
970
I
Side eleva tion
Front elevation
- Example of shatter test apparatus
Figure 1
2
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SIST ISO 616:1998
0 ISO ISO 616:1995(E)
The rigidity of the base plate shall be ensu red by one If the main vertical supports consist of T-sections,
first
of the following means, of which the is the sim- each box guide shall be double to run on either side
pler. of the web of the T-section.
consist of
If the main vertical supports
a) The base plate is supported solidly on a concrete
75 mm x 75 mm angles, each box guide shall consist
raft, and the side and back plates and the vertical
of 6 mm plate which tan move in the channel be-
supports (5.1.2) are welded to it.
tween the two angles.
b) The base plate is supported above a solid floor,
75mmx
on a lower framework of
5.1.6 Wire ropes and counterweight, for support-
75 mm x 10 mm angle-iron to which it is welded
ing the box. A wire rope shall be fastened to each box
or riveted; the side and back plates are welded or
guide (5.1.5) near the side support, so as to interfere
riveted to this framework and also to a vertical
as little as possible with the reloading of the box after
piece of angle-iron at each of the two back cor-
each drop. The two wire ropes shall pass over the
ners.
pulleys and a counterweight shall be suspended from
the other ends of the ropes. The counterweight shall
5.1.2 Main vertical supports, fastened to the out-
consist of a fixed weight, of mass equal to that of the
side of the side plates of the base unit. If the base
box, and two 125 kg removable weights which are
plate is supported on a framework of angle-iron, the
slotted onto a rod which Passes through the centre
vertical supports shall be riveted or welded to the
of the fixed weight.
angle-iron to increase rigidity. The two vertical sup-
ports shall be constructed in one of the following
ways.
5.1.7 Box Stops, to restrain the box, on either side,
at the top and bottom of its run. The upper Stops shall
Esch support consists of a T-section 150 mm
d
be located so that the highest Position to which the
wide with a 60 mm web.
box tan be raised is where the inside of the bottom
of the box is 1 830 mm above the surface of the base
The web shall be removed where it is fastened to
plate. The lower Stops shall be located to prevent the
the side plate of the base unit.
box from travelling below the Position where the dis-
tance between the bottom of the box and the base
b) Esch support consists of two 75 mm x 75 mm
plate is 460 mm.
angles set 13 mm apart.
If the main vertical supports consist of
75 mm x 75 mm angles, the Stops shall con
...
ISO
INTERNATIONAL
616
STANDARD
Second edition
1995-11-01
- Determination of shatter indices
Coke
Determination des indices de chute
Coke -
Reference number
ISO 616:1995(E)
---------------------- Page: 1 ----------------------
ISO 616:1995(E)
Foreword
ISO (the International Organization for Standardization) is a worldwide
federation of national Standards bodies (ISO member bodies). The work
of preparing International Standards is normally carried out through ISO
technical committees. Esch member body interested in a subject for
which a technical committee has been established 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. ISO
collaborates closely with the International Electrotechnical Commission
(IEC) on all matters of electrotechnical standardization.
Draft International Standards adopted by the technical committees are
circulated to the member bodies for voting. Publication as an International
Standard requires approval by at least 75 % of the member bodies casting
a vote.
International Standard ISO 616 was prepared by Technical Committee
lSO/TC 27, Solid mineral fuels, Subcommittee SC 3, Coke.
This second edition cancels and replaces the first edition (ISO 616:1977),
which has been technically revised.
0 ISO 1995
All rights reserved. Unless otherwise specified, no part of this publication may be reproduced
or utilized in any form or by any means, electronie or mechanical, including photocopying and
microfilm, without Permission in writing from the publisher.
International Organization for Standardization
Case Postale 56 l CH-l 211 Geneve 20 l Switzerland
Printed in Switzerland
---------------------- Page: 2 ----------------------
0 ISO
ISO 616:1995(E)
Introduction
The shatter index of coke tan be determined for one test sieve or for each
of a number of test sieves of different sizes of holes (e.g. 80 mm and
40 mm). The higher the shatter index, the greater the resistance of the
coke to breakage into pieces which are smaller than the stated size.
The mean size of the coke before and after the shatter test may also be
determined to give additional information about the strength of the Coke.
Ill
---------------------- Page: 3 ----------------------
This page intentionally left blank
---------------------- Page: 4 ----------------------
ISO 616:1995(E)
INTERNATIONAL STANDARD 0 ISO
- Determination of shatter indices
Coke
4 Principle
1 Scope
This International Standard specifies a method for
A test Portion taken from the coke above a specified
determining the strength of coke by the shatter test.
size is dropped under Standard conditions. The mass
of coke which is then retained on a test sieve, or on
each of two or more test sieves of different sizes of
2 Normative references
holes, is determined.
The following Standards contain provisions which,
through reference in this text, constitute provisions
of this International Standard. At the time of publi-
cation, the editions indicated were valid. All Standards
are subject to revision, and Parties to agreements
5 Apparatus
based on this International Standard are encouraged
to investigate the possibility of applying the most re-
cent editions of the Standards indicated below.
Members of IEC and ISO maintain registers of cur-
rently valid International Standards. 5.1 Shatter test apparatus (see figure l), mounted
on a solid base and consisting of the following Parts.
ISO 579:1981, Coke - Determination of total
mois tut-e con ten t.
5.1.1 Base unit, comprising a steel base plate with
ISO 728: 1995, Coke (nominal top size greater than 20
further plates fitted on all sides to prevent loss of
- Size analysis by sieving.
mm)
coke during the test. The base plate shall be not less
ISO 2309:1980, Coke - Sampling.
than 12 mm thick, 1 220 mm long and 970 mm
wide. Esch of the other plates shall be not less than
ISO 331 O-2: 1990, Test sieves - Technical require-
200 mm high and 10 mm thick. The back plate (see
ments and testing - Part 2: Test sieves of perforated
note 1) and the side plates shall be rigidly fixed and
me tal pla te.
the front plate shall be removable (see note 2), so as
to facilitate shovelling the coke from the base unit into
the box (5.1.4) after each drop.
3 Definition
NOTES
For the purposes of this International Standard, the
following definition applies.
1 For the purposes of describing the apparatus, it is
viewed from the “front” when the counterweight appears
3.1 shatter index: Percentage of a specially pre-
to the right (as depicted in figure 1).
pared Sample of coke remaining on a test sieve of
stated size of openings after the Sample has been
2 For convenience, the front plate may be hinged and fit-
ted with latches.
subjected to a specified dropping test.
---------------------- Page: 5 ----------------------
0 ISO
ISO 616:1995(E)
Dimensions in millimetres
Double-sheave
Single-sheave
pulley
pulley
-7
Top plate
.
Stops
710
w
-Box
Box guide -
Guide channel-----,
- Latch
Wire ropes
Counterweight
_.~-- ~--~- --
_ _ ~
l-
--_-
/-- Base unit
Stops
-
____-_------
_----- -----.
_--s---e---
_---------e
\
%
4
970
I
Side eleva tion
Front elevation
- Example of shatter test apparatus
Figure 1
2
---------------------- Page: 6 ----------------------
0 ISO ISO 616:1995(E)
The rigidity of the base plate shall be ensu red by one If the main vertical supports consist of T-sections,
first
of the following means, of which the is the sim- each box guide shall be double to run on either side
pler. of the web of the T-section.
consist of
If the main vertical supports
a) The base plate is supported solidly on a concrete
75 mm x 75 mm angles, each box guide shall consist
raft, and the side and back plates and the vertical
of 6 mm plate which tan move in the channel be-
supports (5.1.2) are welded to it.
tween the two angles.
b) The base plate is supported above a solid floor,
75mmx
on a lower framework of
5.1.6 Wire ropes and counterweight, for support-
75 mm x 10 mm angle-iron to which it is welded
ing the box. A wire rope shall be fastened to each box
or riveted; the side and back plates are welded or
guide (5.1.5) near the side support, so as to interfere
riveted to this framework and also to a vertical
as little as possible with the reloading of the box after
piece of angle-iron at each of the two back cor-
each drop. The two wire ropes shall pass over the
ners.
pulleys and a counterweight shall be suspended from
the other ends of the ropes. The counterweight shall
5.1.2 Main vertical supports, fastened to the out-
consist of a fixed weight, of mass equal to that of the
side of the side plates of the base unit. If the base
box, and two 125 kg removable weights which are
plate is supported on a framework of angle-iron, the
slotted onto a rod which Passes through the centre
vertical supports shall be riveted or welded to the
of the fixed weight.
angle-iron to increase rigidity. The two vertical sup-
ports shall be constructed in one of the following
ways.
5.1.7 Box Stops, to restrain the box, on either side,
at the top and bottom of its run. The upper Stops shall
Esch support consists of a T-section 150 mm
d
be located so that the highest Position to which the
wide with a 60 mm web.
box tan be raised is where the inside of the bottom
of the box is 1 830 mm above the surface of the base
The web shall be removed where it is fastened to
plate. The lower Stops shall be located to prevent the
the side plate of the base unit.
box from travelling below the Position where the dis-
tance between the bottom of the box and the base
b) Esch support consists of two 75 mm x 75 mm
plate is 460 mm.
angles set 13 mm apart.
If the main vertical supports consist of
75 mm x 75 mm angles, the Stops shall consist of
5.1.3 Top plate, 150 mm to 200 mm wide and
plates filling the slot between the two angles.
6 mm thick, fastened to the main vertical supports,
with a Single-sheave pulley mounted at the left-hand
If the main vertical supports consist of T-sections, the
end and a double-sheave pulley at the right-hand end.
lower Stops shall consist of plates fixed to the web
of the sections. The upper Stops shall be provided by
5.1.4 Box, of internal dimensions 710 mm long,
means of similar plates or, alterna
...
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