Standard Specification for Mineral Fiber Thermal Insulating Cement

SCOPE
1.1 This specification covers mineral fiber thermal insulating materials in the form of dry cement, which, when mixed with a suitable proportion of water, applied as a plastic mass, and dried in place, affords resistance to heat transmission on surfaces operating at temperatures between 250 and 1900oF (about 121and 1038oC).
1.2 The values stated in inch-pound units are to be regarded as the standard. The SI equivalents of inch-pound units are given in parentheses and may be approximate.
1.3 The following safety hazards caveat pertains only to the test methods section of this specification:  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 C195-00 - Standard Specification for Mineral Fiber Thermal Insulating Cement
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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
Designation: C 195 – 00
Standard Specification for
Mineral Fiber Thermal Insulating Cement
This standard is issued under the fixed designation C 195; 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.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope C 356 Test Method for Linear Shrinkage of Preformed
High-Temperature Thermal Insulation Subjected to Soak-
1.1 This specification covers mineral fiber thermal insulat-
ing Heat
ing materials in the form of dry cement, which, when mixed
C 390 Criteria for Sampling and Acceptance of Preformed
with a suitable proportion of water, applied as a plastic mass,
Thermal Insulation Lots
and dried in place, affords resistance to heat transmission on
C 405 Practice for Estimating Consistency of Wet-Mixed
surfaces operating at temperatures between 250 and 1900°F
Thermal Insulating Cement
(about 121 and 1038°C).
C 411 Test Method for Hot-Surface Performance of High-
1.2 The values stated in inch-pound units are to be regarded
Temperature Thermal Insulation
as the standard. The SI equivalents of inch-pound units are
C 518 Test Method for Steady-State Heat Flux Measure-
given in parentheses and may be approximate.
ments and Thermal Transmission Properties by Means of
1.3 The following safety hazards caveat pertains only to the
the Heat Flow Meter Apparatus
test methods section of this specification: This standard does
C 1045 Practice for Calculating Thermal Transmission
not purport to address all of the safety concerns, if any,
Properties From Steady-State Heat Flux Measurements
associated with its use. It is the responsibility of the user of this
C 1058 Practice for Selecting Temperatures for Evaluating
standard to establish appropriate safety and health practices
and Reporting Thermal Properties of Thermal Insulation
and determine the applicability of regulatory limitations prior
C 1114 TestMethodforSteady-StateThermalTransmission
to use.
Properties by Means of the Thin-Heater Apparatus
2. Referenced Documents
E 136 Test Method for Behavior of Materials in a Vertical
Tube Furnace at 750°C
2.1 ASTM Standards:
C 163 Practice for Mixing Thermal Insulating Cement
3. Terminology
Samples
3.1 Definitions—Terminology C 168 shall be considered as
C 166 Test Method for Covering Capacity and Volume
2 applying to the terms used in this specification.
Change Upon Drying of Thermal Insulating Cement
C 168 Terminology Relating to Thermal Insulating Materi-
4. Materials and Manufacture
als
4.1 Mineral fiber thermal insulating cement shall be com-
C 177 Test Method for Steady-State Heat Flux Measure-
posed of mineral fiber, with a suitable proportion of heat-
ments and Thermal Transmission Properties by Means of
2 resistant binder.
the Guarded-Hot-Plate Apparatus
4.2 The mineral fiber shall consist of rock, slag, or glass
C 353 Test Method for Adhesion of Dried Thermal Insulat-
2 processed from a molten state into fibrous form.
ing or Finishing Cement
4.3 Asbestos shall not be used as an ingredient or compo-
C 354 Test Method for Compressive Strength of Thermal
2 nent part of the product.
Insulating or Finishing Cement
5. Other Requirements
5.1 The cement shall conform to the requirements given in
This specification is under the jurisdiction of ASTM Committee C16 on
Thermal Insulation and is the direct responsibility of Subcommittee C16.20 on
Table 1. Conformance shall be based on results of tests on
Homogeneous Inorganic Thermal Insulations.
Current edition approved Oct. 10, 2000. Published December 2000. Originally
published as ES 10, 1942. Last previous edition C 195 – 95.
2 3
Annual Book of ASTM Standards, Vol 04.06. Annual Book of ASTM Standards, Vol 04.07.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
C 195
TABLE 1 Physical Requirements
8. Number of Tests and Retests
Dry covering capacity, min, ft , 1 in. in thickness per 100 lb of 30 (15.3)
8.1 If the average of the test data obtained using 7.1.2 fails
dry cement (m , 1 cm in thickness per 100 kg of dry cement)
to conform to the requirements of this specification, a second
Volume change (shrinkage) upon drying, max, % 35 (35)
Compressive strength at 5 % deformation, min, psi (kPa) 10 (69)
sample shall be taken from the lot. Average the results of the
Dry adhesion to steel, min, psi (kPa) 4 (27.6)
retest with the results of the original test to determine compli-
Linear shrinkage (length) after heat soaking at 1600°F (871°C) 5(5)
ance with this specification.
max, %
2 A
Apparent thermal conductivity, max, Btu·in./h·ft ·°F (W/m·K):
At mean temperature of 200°F (93°C) 0.70 (0.101)
9. Specimen Preparation
At mean temperature of 500°F (260°C) 0.85 (0.123)
At mean temperature of 700°F (371°C) 0.95 (0.137)
9.1 Mix specimens for testing in accordance with Practice
At mean temperature of 900°F (482°C) 1.2 (0.173)
C 163.
A
Theuserisadvisedthatsomeapplicationscouldrequiretheknowledgeofthe
9.2 Water-Cement Ratio for Proper Troweling
thermal conductivity of the insulating cement at mean temperatures above those
Consistency—For each lot of cement to be tested, determine
shown. Consult the manufacturer for data at mean temperatures exceeding those
listed.
the ratio by weight of water to be mixed with cement to obtain
satisfactory troweling consistency. For tests to determine
compliance with this specification, the water-cement ratio shall
specimens first mixed with water, according to the ratio for be that which gives the measured consistency of 20 to 30 % by
proper troweling consistency determined in accordance with the Deformation Method when determined in accordance with
Section 10. Practice C 405.
5.2 Maximum Use Temperature—When tested in accor-
dance with paragraph 10.8, the dried cement shall not warp, 10. Test Methods
flame, or glow during hot surface exposure. No evidence of
10.1 Consistency— Practice C 405.
melting or fiber degradation shall be evident upon post-test
10.2 Dry Covering Capacity—Test Method C 166.
inspection.
10.3 Volume Change Upon Drying—Test Method C 166.
5.3 Non-combustibility—When tested in accordance with
10.4 Compressive Strength—Test Method C 354.
paragraph 10.9, the dried cement specimen, using 10.6.7.1,
10.5 Linear Shrinkage— Test Method C 356.
shall not exceed the recorded temperature rise more than 54°F
10.6 Apparent Thermal Conductivity
(30°C) with no flaming or weight loss exceeding 5%.
10.6.1 The thermal conductivity as a function of tempera-
ture for the representative specimens shall be determined with
6. Qualification Requirements
data obtained from a series of thermal tests utilizing test
6.1 The following requirements are employed for purposes
methods C 177, C 518, or C 1114 as appropriate for the
of initial material or product qualification:
material under study. Specimen shall be tested at a maximum
6.1.1 Consistency,
thickness of 1 ⁄2 in. (38 mm).
6.1.2 Compressive strength,
10.6.1.1 Test Method C 518 shall not be used at tempera-
6.1.3 Linear shrinkage,
tures or resistances other than those in the range of the
6.1.4 Apparent thermal conductivity, and
calibration.
6.1.5 Dry adhesion to steel.
10.6.1.2 Test Method C 1114 shall not be used at tempera-
tures or resistance ranges other than those with comparable
7. Sampling
results to Test Method C 177.
10.6.2 The test method selected shall have proven correla-
7.1 The cement shall be sampled, for the purpose of tests,
us
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