Standard Specification for Industrial Chimney Lining Brick

SCOPE
1.1 This specification covers solid kiln fired brick made from clay, shale, or mixtures thereof suitable for use in masonry construction in contact with the chemicals present in flue gases found in industrial chimneys. These brick are normally used with chemical-resistant mortars.  
1.2 The physical and chemical properties of chimney lining brick differ from supplier to supplier mainly because their composition is determined by the source of raw materials. Chimney lining brick, regardless of these differences, are considered to be of three types noted as follows:  
1.2.1 Type I-- For use where low absorption and high acid resistance are not major factors.  
1.2.2 Type II-- For use where lower absorption and higher acid resistance are required.  
1.2.3 Type III-- For use where lowest absorption and highest acid resistance are required.  
Note 1--Types I, II, and III may not differ significantly in their resistance to thermal shock, and selection of brick type should be based upon their absorption and acid-resistant service requirements.
1.3 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

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ASTM C980-88(1995)e1 - Standard Specification for Industrial Chimney Lining Brick
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NOTICE: This standard has either been superseded and replaced by a new version or
withdrawn. Contact ASTM International (www.astm.org) for the latest information.
e1
Designation: C 980 – 88 (Reapproved 1995)
AMERICAN SOCIETY FOR TESTING AND MATERIALS
100 Barr Harbor Dr., West Conshohocken, PA 19428
Reprinted from the Annual Book of ASTM Standards. Copyright ASTM
Standard Specification for
Industrial Chimney Lining Brick
This standard is issued under the fixed designation C 980; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
e NOTE—Keywords were added editorially in June 1995.
1. Scope Structural Clay Tile
E 11 Specification for Wire-Cloth Sieves for Testing Pur-
1.1 This specification covers solid kiln fired brick made
poses
from clay, shale, or mixtures thereof suitable for use in
masonry construction in contact with the chemicals present in
3. Sulfuric Acid Boil Test
flue gases found in industrial chimneys. These brick are
3.1 When tested in accordance with Section 6, the brick
normally used with chemical-resistant mortars.
shall conform to the requirements for “Maximum Average
1.2 The physical and chemical properties of chimney lining
Weight Loss by H SO Boil Test” as shown in Table 1.
2 4
brick differ from supplier to supplier mainly because their
4. Physical Properties
composition is determined by the source of raw materials.
Chimney lining brick, regardless of these differences, are
4.1 Compressive Strength—When tested in accordance with
considered to be of three types noted as follows:
Test Methods C 67, Section 6 (Compressive Strength), the
1.2.1 Type I—For use where low absorption and high acid brick shall conform to the requirements for “Minimum Com-
resistance are not major factors.
pressive Strength” as shown in Table 1.
4.2 Water Absorption—When tested in accordance with
1.2.2 Type II—For use where lower absorption and higher
acid resistance are required. Test Methods C 20, Section 10 (Water Absorption), the brick
shall conform to the requirements for “Maximum Water
1.2.3 Type III—For use where lowest absorption and highest
Absorption by 2-h Boiling” as shown in Table 1.
acid resistance are required.
4.3 Sizes—The sizes of brick shall be as specified by the
NOTE 1—Types I, II, and III may not differ significantly in their
purchaser. When tested in accordance with Test Methods C 67,
resistance to thermal shock, and selection of brick type should be based
Section 11 (Measurement of Size), the brick shall conform to
upon their absorption and acid-resistant service requirements.
the requirements for “Permissible Variations in Dimensions” as
1.3 The values stated in inch-pound units are to be regarded
shown in Table 2.
as the standard. The values given in parentheses are for
4.4 Warpage—When tested in accordance with Test Meth-
information only.
ods C 67, Section 12 (Measurement of Warpage), the tolerance
1.4 This standard does not purport to address all of the
on warpage of the brick shall be as indicated in Table 2.
safety concerns, if any, associated with its use. It is the
4.5 Texture—Scoring or matte texturing, or both, of the
responsibility of the user of this standard to establish appro-
brick is recommended. However, no flutes or scores shall
priate safety and health practices and determine the applica-
exceed ⁄8 in. (3.0 mm) in height of protrusion or in depth.
bility of regulatory limitations prior to use.
5. Black Heart
5.1 Brick when broken may have a dark area that has a
2. Referenced Documents
steely appearance and is sharply delineated from the surround-
2.1 ASTM Standards:
ing normal color of the brick it is known as black heart or black
C 20 Test Methods for Apparent Porosity, Water Absorp-
core. Black heart is generally the result of the reduction of iron
tion, Apparent Specific Gravity, and Bulk Density of
minerals during the firing process. Its presence, regardless of
Burned Refractory Brick and Shapes by Boiling Water
size in brick that otherwise meet the physical and chemical
C 67 Test Methods of Sampling and Testing Brick and
requirements of this specification, shall not be cause for
rejection.
6. Test for Solubility in Sulfuric Acid
This specification is under the jurisdiction of ASTM Committee C-15 on
Manufactured Masonry Units and is the direct responsibility of Subcommittee
6.1 Significance and Use—This test with sulphuric acid
C 15.09in Chemical-Resistant Units.
Current edition approved Feb. 1, 1988. Published April 1988. Originally
published as C 980 – 82. Last previous edition C 980 – 82. Annual Book of ASTM Standards, Vol 04.05.
2 4
Annual Book of ASTM Standards, Vol 15.01. Annual Book of ASTM Standards, Vol 14.02.
C 980
A
TABLE 1 Physical Properties and Chemical Requirements
Maximum Water Absorption by 2-h Maximum Average
Minimum Compressive Strength, Gross Area, psi (MPa)
Designation Boiling, % Weight Loss by
Average of 10 Individual Average of 10 Individual H SO Boil Test, %
2 4
Type I 8 500 (58.6) 8 000 (55.2) 6.0 7.0 20
Type II 10 000 (69.0) 9 000 (62.2) 4.0 5.0 12
Type III 12 000 (82.8) 10 000 (69.0) 1.0 1.5 8
A
One complete set of tests for each of the above requirements shall be performed from
...

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