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

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 Method C796) from which test specimens are cast. Then, significant properties of the concrete are determined by tests and compared with the requirements of Section 3.  
1.3 The values stated in inch-pound units are to be regarded as the standard.

General Information

Status
Historical
Publication Date
09-Nov-1999
Current Stage
Ref Project

Relations

Buy Standard

Technical specification
ASTM C869-91(1999) - Standard Specification for Foaming Agents Used in Making Preformed Foam for Cellular Concrete
English language
2 pages
sale 15% off
Preview
sale 15% off
Preview

Standards Content (Sample)


NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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 869 – 91 (Reapproved 1999)
Standard Specification for
Foaming Agents Used in Making Preformed Foam for
Cellular Concrete
This standard is issued under the fixed designation C 869; 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.
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 Method C 796)40 6 3 lb/ft
1.2 The function of this specification is to provide the means
(641 6 48 kg/m )
A
Oven dry density (see Method C 796)
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 C 796)
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 Method C 796), 200 psi
of the concrete are determined by tests and compared with the
min (1.4 MPa)
requirements of Section 3. Tensile Splitting Strength (see Method 25 psi
C 796), min (0.17 MPa)
1.3 The values stated in inch-pound units are to be regarded
Water Absorption (see Method C 796), max 25 % by volume
as the standard.
Loss of Air During Pumping(see Method 4.5 % by volume
B
C 796), max
2. Referenced Documents
A
For this comparison, the calculated oven-dry density of the test batch may be
determined by assuming that the water of hydration is 20 % of the weight of the
2.1 ASTM Standards:
W 1 ~0.2 W !
c c
C 796 Test Method for Foaming Agents for Use in Produc- cement. Then the oven2dry density 5 , where W = weight of
c
V
batch
cement; and V = volume of batch.
ing Cellular Concrete Using Preformed Foam batch
For example: using the test batch specified in Method C 796, for Type I cement
( W = 100 lb; W /W = 0.58, where W = total weight of water), the total
c TW c TW
3. Performance Requirements
weight of materials is 100 + 0.58 3 100 = 158 lb (71.67 kg). For a wet density,
3 3
after pumping, of 40 lb/ft (641 kg/m ), the batch volume is 158/40 = 3.95 ft
3.1 The test batch shall conform to the requirements pre-
3(0.11185 m ). The calculated oven dry density is then (
...

Questions, Comments and Discussion

Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.