Standard Specification for Foaming Agents Used in Making Preformed Foam for Cellular Concrete

ABSTRACT
This specification covers foaming agents specifically formulated for making preformed foam for use in the production of cellular concrete. The function of this specification is to provide the means for evaluating the performance of a specific foaming agent. The test batch shall conform to the physical requirements prescribed such as density, compressive strength, tensile splitting strength, water absorption and air loss during pumping. The foaming agent being tested shall be used in making test specimens required.
SCOPE
1.1 This specification covers foaming agents specifically formulated for making preformed foam for use in the production of cellular concrete.
1.2 The function of this specification is to provide the means for evaluating the performance of a specific foaming agent. This is accomplished by using the foaming agent in making a standard cellular concrete test batch (see Test Method C 796) from which test specimens are cast. Then, significant properties of the concrete are determined by tests and compared with the requirements of Section .
1.3 The values stated in inch-pound units are to be regarded as the standard.

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30-Jun-2006
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ASTM C869-91(2006) - Standard Specification for Foaming Agents Used in Making Preformed Foam for Cellular Concrete
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: C869 – 91 (Reapproved 2006)
Standard Specification for
Foaming Agents Used in Making Preformed Foam for
Cellular Concrete
This standard is issued under the fixed designation C869; 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 (´) indicates an editorial change since the last revision or reapproval.
TABLE 1 Physical Requirements
1. Scope
Property Requirement
1.1 This specification covers foaming agents specifically
Density—The density shall satisfy either of
formulated for making preformed foam for use in the produc-
the following:
tion of cellular concrete.
Density after pumping (see Test Method 40 6 3 lb/ft
1.2 The function of this specification is to provide the means
C796) (641 6 48 kg/m )
A
Oven dry density (see Test Method C796)
for evaluating the performance of a specific foaming agent.
For Type I cement 30.4 6 2.5 lb/ft
This is accomplished by using the foaming agent in making a
(4876 40 kg/m )
standard cellular concrete test batch (see Test Method C796)
For Type III cement 29.3 6 2.5 lb/ft
(4696 40 kg/m )
from which test specimens are cast.Then, significant properties
Compressive Strength (see Test Method 200 psi
of the concrete are determined by tests and compared with the
C796), min (1.4 MPa)
requirements of Section 3. Tensile Splitting Strength (see Test Method 25 psi
C796), min (0.17 MPa)
1.3 The values stated in inch-pound units are to be regarded
Water Absorption (see Test Method C796), 25 % by volume
as the standard.
max
Loss of Air During Pumping(see Test Method 4.5 % by volume
B
2. Referenced Documents
C796), max
2 A
For this comparison, the calculated oven-dry density of the test batch may be
2.1 ASTM Standards:
determined by assuming that the water of hydration is 20 % of the weight of the
C796 Test Method for Foaming Agents for Use in Produc-
W 1 ~0.2 W !
c c
cement. Then the oven2dry density 5 , where W = weight of
c
ing Cellular Concrete Using Preformed Foam V
batch
cement; and V = volume of batch.
batch
For example: using the test batch specified in Test Method C796, for Type I
3. Performance Requirements
cement ( W = 100 lb; W /W = 0.58, where W = total weight of water), the
c TW c TW
total weight of materials is 100 + 0.58 3 100 = 158 lb (71.67 kg). For a wet density,
3.1 The test batch shall conform to the requirements pre-
3 3
after pumping, of 40 lb/ft (641 kg/m ), the batch volume is 158/40 = 3.95 ft
scribed in Table 1.
3(0.11185 m ). The calculated oven dry density is then (100 +
...

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