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Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete
Automaticky přeložený název:
Standard Specification pro chemické přísady pro použití při výrobě tekoucí Beton
NORMA vydána dne 15.12.2013
Označení normy: ASTM C1017/C1017M-13
Poznámka: NEPLATNÁ
Datum vydání normy: 15.12.2013
Kód zboží: NS-9073
Počet stran: 9
Přibližná hmotnost: 27 g (0.06 liber)
Země: Americká technická norma
Kategorie: Technické normy ASTM
Keywords:
admixture, concrete, flowing concrete, plasticizing admixtures, plasticizing and retarding admixtures, ICS Number Code 91.100.30 (Concrete and concrete products)
1. Scope | ||
1.1 This specification covers two types of chemical admixtures to be added to hydraulic cement concrete mixtures for the purpose of producing flowing concrete. The types are as follows: 1.1.1 Type I—Plasticizing, and 1.1.2 Type II—Plasticizing and retarding. 1.2 This specification stipulates tests of a chemical admixture with reference concreting materials or with concrete-making materials proposed for specific work. Unless otherwise specified by the purchaser, the tests shall be made using reference concreting materials. 1.3 If a chemical admixture has been tested and found to comply with the provisions of this specification using reference materials, and is being considered for use with other materials for specific work, additional tests for such use are allowed if agreed upon between the purchaser and the supplier and are allowed to consist of a portion of the tests described herein. 1.4 This specification provides for three levels of testing. 1.4.1 Level 1—During the initial approval stage, proof of compliance with the performance requirements defined in
|
Type I |
Type II |
Time of setting, allowable deviation from |
|
|
Reference, h |
||
Initial: at least |
... |
1 later |
|
1 earlier nor |
31/2 later |
Final: at least |
... |
... |
|
1 earlier nor |
31/2 later |
Increase in slump, min. |
90 mm [3.5 in.] |
90 mm [3.5 in.] |
Compressive strength, min., % of reference |
|
|
3 days |
90 |
90 |
7 days |
90 |
90 |
28 days |
90 |
90 |
6 months |
90 |
90 |
1 year |
90 |
90 |
Flexural strength, min., % of reference |
|
|
3 days |
90 |
90 |
7 days |
90 |
90 |
28 days |
90 |
90 |
Length change after 14 days drying,
max. |
|
|
% of reference |
135 |
135 |
Increase over reference, in. |
0.010 |
0.010 |
Relative durability factor, min.C |
80 |
80 |
1.5 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. Some values have only SI units because the inch-pound equivalents are not used in practice.
1.7 The following
precautionary caveat pertains only to the test method sections 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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Concrete to Rapid Freezing and Thawing (Withdrawn 2024) Standard Specification for Standard
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Aggregates Standard Specification for Reagent
Water Standard Specification for ASTM
Hydrometers Manual of Aggregate and Concrete
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Hydraulic-Cement Concrete Standard Test Method for Density (Unit
Weight), Yield, and Air Content (Gravimetric) of Concrete Standard Test Method for Sieve Analysis
of Fine and Coarse Aggregates Standard Terminology Relating to Concrete
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10/14/2021). Standard Test Method for Flexural
Strength of Concrete (Using Simple Beam with Third-Point
Loading) Standard Specification for Concrete
Aggregates Standard Test Method for Compressive
Strength of Cylindrical Concrete Specimens
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