ASTM C230/C230M-13
(Specification)Standard Specification for Flow Table for Use in Tests of Hydraulic Cement
Standard Specification for Flow Table for Use in Tests of Hydraulic Cement
ABSTRACT
This specification covers requirements for the flow table and accessory apparatus used in making flow tests for consistency or mortars in tests of hydraulic cement. The flow table shall consist of an integrally cast rigid iron frame and a circular rigid table top. Other details of the flow table, its mounting and lubrication are described in the specification. The conical mold for casting the flow specimen and the caliper for measuring the diameter of the mortar after it has been spread by the operation of the table are also discussed.
SCOPE
1.1 This specification covers requirements for the flow table and accessory apparatus (Note 1) used in making flow tests for consistency of mortars in tests of hydraulic cement, such as but not limited to Test Method C1437.Note 1—To help clarify the design of the flow table and accessory apparatus see the drawing in Fig. 1 [Fig. 2]. This drawing is for informational purposes only.
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard. It is permissible to use an inch-pound caliper and mold with a SI flow table or a SI caliper and mold with an inch-pound flow table. It is not permissible to mix a SI mold with an inch-pound caliper or an inch-pound mold with a SI caliper.
1.3 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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Designation: C230/C230M −13
StandardSpecification for
1
Flow Table for Use in Tests of Hydraulic Cement
This standard is issued under the fixed designation C230/C230M; 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.
1. Scope such a manner that it can be raised and dropped vertically
through the specified height of 0.500 6 0.005 in. [12.7 6 0.13
1.1 This specification covers requirements for the flow table
mm] for new tables and of 0.500 6 0.015 in. [12.7 6 0.38 mm]
and accessory apparatus (Note 1) used in making flow tests for
for tables in use, by means of a rotated cam.The table top shall
consistency of mortars in tests of hydraulic cement, such as but
have a fine machined plane surface, free of blowholes and
not limited to Test Method C1437.
surface defects. The top shall be scribed with eight equidistant
NOTE 1—To help clarify the design of the flow table and accessory
5
lines 2 ⁄8 in. [68 mm] long, extending from the outside
apparatus see the drawing in Fig. 1 [Fig. 2]. This drawing is for
circumference toward the center of the table. Each line shall
informational purposes only.
1
end with a scribed arc, ⁄4 in. [6 mm] long, whose center point
1.2 The values stated in either SI units or inch-pound units
3
is the center of the table top with a radius of 2 ⁄8 in. [59.5 mm].
are to be regarded separately as standard. The values stated in
Thescribelinesshallbemadewitha60°tooltoadepthof0.01
each system may not be exact equivalents; therefore, each
in. [0.25 mm]. The table top shall be of cast brass or bronze
system shall be used independently of the other. Combining
having a Rockwell hardness number not less than 25 HRB with
values from the two systems may result in non-conformance
an edge thickness of 0.3 in. [7.5 mm], and shall have six
with the standard. It is permissible to use an inch-pound caliper
integral radial stiffening ribs. The table top and attached shaft
and mold with a SI flow table or a SI caliper and mold with an
shall weigh 9 6 0.1 lb [4.08 6 0.05 kg] and the weight shall
inch-pound flow table. It is not permissible to mix a SI mold
be symmetrical around the center of the shaft.
with an inch-pound caliper or an inch-pound mold with a SI
caliper. 3.2 The cam and vertical shaft shall be of medium carbon
machinery steel, hardened on the end of the shaft contacting
1.3 This standard does not purport to address all of the
the cam and the tip of the cam contacting the shaft. The shaft
safety concerns, if any, associated with its use. It is the
shall be straight and the difference between the diameter of the
responsibility of the user of this standard to establish appro-
shaft and the diameter of the bore of the frame shall be not less
priate safety and health practices and determine the applica-
than 0.002 in. [0.05 mm] and not more than 0.003 in. [0.08
bility of regulatory limitations prior to use.
mm] for new tables and shall be maintained at 0.002 to 0.010
in. [0.05 to 0.25 mm] for tables in use. The end of the shaft
2. Referenced Documents
shall not fall upon the cam at the end of the drop, but shall
2
2.1 ASTM Standards:
make contact with the cam not less than 120° from the point of
C1437 Test Method for Flow of Hydraulic Cement Mortar
drop. The face of the cam shall be a smooth spiraled curve of
1 1
uniformly increasing radius from ⁄2 to 1 ⁄4 in. [13 to 32 mm] in
3. Flow Table and Frame
360° and there shall be no appreciable jar as the shaft comes
3.1 The flow table apparatus shall consist of an integrally
into contact with the cam. The cam shall be so located and the
cast rigid iron frame and a circular rigid table top 10 6 0.1 in.
contact faces of the cam and shaft shall be such that the table
[255 6 2.5 mm] in diameter, with a shaft attached perpendicu-
does not rotate more than one revolution in 25 drops. The
lar to the table top by means of a screw thread. The table top
surfaces of the frame and of the table that come into contact at
and shaft with contact shoulder shall be mounted on a frame in
the end of the drop shall be maintained smooth, plane, and
horizontal and parallel with the upper surface of the table and
shall make continuous contact over a full 360°.
1
This specification is under the jurisdiction of ASTM Committee C01 on
Cement and is the direct responsibility of Subcommittee C01.22 on Workability.
3.3 The supporting frame of the flow table shall be inte-
CurrenteditionapprovedJune1,2013.PublishedJuly2013.Originallyapproved
grally cast of fine-grained, high-grade cast iron. The frame
in 1949. Last previous edition approved in 2008 as C230/C230M – 08. DOI:
10.1520/C0230_C0230M-
...
This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: C230/C230M − 08 C230/C230M − 13
Standard Specification for
1
Flow Table for Use in Tests of Hydraulic Cement
This standard is issued under the fixed designation C230/C230M; 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.
1. Scope*Scope
1.1 This specification covers requirements for the flow table and accessory apparatus (Note 1) used in making flow tests for
consistency of mortars in tests of hydraulic cement, such as but not limited to Test Method C1437.
NOTE 1—To help clarify the design of the flow table and accessory apparatus see the drawing in Fig. 1 [Fig. 2]. This drawing is for informational
purposes only.
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each
system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the
two systems may result in non-conformance with the standard. It is permissible to use an inch-pound caliper and mold with a SI
flow table or a SI caliper and mold with an inch-pound flow table. It is not permissible to mix a SI mold with an inch-pound caliper
or an inch-pound mold with a SI caliper.
1.3 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.
2. Referenced Documents
2
2.1 ASTM Standards:
C1437 Test Method for Flow of Hydraulic Cement Mortar
3. Flow Table and Frame
3.1 The flow table apparatus shall consist of an integrally cast rigid iron frame and a circular rigid table top 10 6 0.1 in. [255
6 2.5 mm] in diameter, with a shaft attached perpendicular to the table top by means of a screw thread. The table top and shaft
with contact shoulder shall be mounted on a frame in such a manner that it can be raised and dropped vertically through the
specified height of 0.500 6 0.005 in. [12.76 [12.7 6 0.13 mm] for new tables and of 0.500 6 0.015 in. [12.7 6 0.38 mm] for
tables in use, by means of a rotated cam. The table top shall have a fine machined plane surface, free of blowholes and surface
5
defects. The top shall be scribed with eight equidistant lines 2 ⁄8 in. [68 mm] long, extending from the outside circumference toward
1
the center of the table. Each line shall end with a scribed arc, ⁄4 in. [6 mm] long, whose center point is the center of the table top
3
with a radius of 2 ⁄8 in. [59.5 mm]. The scribe lines shall be made with a 60° tool to a depth of 0.01 in. [0.25 mm]. The table top
shall be of cast brass or bronze having a Rockwell hardness number not less than 25 HRB with an edge thickness of 0.3 in. [7.5
mm], and shall have six integral radial stiffening ribs. The table top and attached shaft shall weigh 9 6 0.1 lb [4.08 6 0.05 kg]
and the weight shall be symmetrical around the center of the shaft.
3.2 The cam and vertical shaft shall be of medium carbon machinery steel, hardened on the end of the shaft contacting the cam
and the tip of the cam contacting the shaft. The shaft shall be straight and the difference between the diameter of the shaft and the
diameter of the bore of the frame shall be not less than 0.002 in. [0.05 mm] and not more than 0.003 in. [0.08 mm] for new tables
and shall be maintained at 0.002 to 0.010 in. [0.05 to 0.25 mm] for tables in use. The end of the shaft shall not fall upon the cam
at the end of the drop, but shall make contact with the cam not less than 120° from the point of drop. The face of the cam shall
1 1
be a smooth spiraled curve of uniformly increasing radius from ⁄2 to 1 ⁄4 in. [13 to 32 mm] in 360° and there shall be no appreciable
jar as the shaft comes into contact with the cam. The cam shall be so located and the contact faces of the cam and shaft shall be
such that the table does not rotate more than one revolution in 25 drops. The surfaces of the frame and of the table that come into
1
This specification is under the jurisdiction of ASTM Committee C01 on Cement and is the direct responsibility of Subcommittee C01.22 on Workability.
Current edition approved July 1, 2008June 1, 2013. Published August 2008July 2013. Originally approved in 1949. Last previous edition approved i
...
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