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ASTM C1017/C1017M-13e1
Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete (Withdrawn 2022) (Includes all amendments And changes 1/14/2022).
Automaticky preložený názov:
Štandardné špecifikácie pre chemické prísady pre použitie pri výrobe tečúcou Betón
NORMA vydaná dňa 15.12.2013
Informácie o norme:
Označenie normy: ASTM C1017/C1017M-13e1
Poznámka: NEPLATNÁ
Dátum vydania normy: 15.12.2013
Kód tovaru: NS-588703
Počet strán: 9
Približná hmotnosť: 27 g (0.06 libier)
Krajina: Americká technická norma
Kategória: Technické normy ASTM
Kategórie - podobné normy:
Anotácia textu normy ASTM C1017/C1017M-13e1 :
Keywords:
admixture, concrete, flowing concrete, plasticizing admixtures, plasticizing and retarding admixtures,, ICS Number Code 91.100.30 (Concrete and concrete products)
Doplňujúce informácie
| 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
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Type I |
Type II |
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Time of setting, allowable deviation from |
|
|
|
Reference, h |
||
|
Initial: at least |
... |
1 later |
|
|
1 earlier nor |
31/2 later |
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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 |
1.4.2 Level 2—Limited
retesting described in the section relating to general requirements
may be requested at intervals by the purchaser. Proof of compliance
with the requirements of 1.4.3 Level 3—For acceptance
of a lot or for measuring uniformity within or between lots, when
specified by the purchaser, the uniformity and equivalence tests of
the section on Lot Uniformity and Equivalence shall be used.
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.
1.6 The text of this standard
references notes and footnotes which provide explanatory material.
These notes and footnotes (excluding those in tables and figures)
shall not be considered as requirements of the standard.
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.
Standard Test Method for Air Content of
Freshly Mixed Concrete by the Volumetric Method Standard Practice for Sampling and the
Amount of Testing of Hydraulic Cement Standard Practice for Making and Curing
Concrete Test Specimens in the Laboratory Standard Test Method for Air Content of
Freshly Mixed Concrete by the Pressure Method Standard Specification for Air-Entraining
Admixtures for Concrete (Includes all amendments and changes
12/27/2016). Standard Test Method for Time of Setting
of Concrete Mixtures by Penetration Resistance Standard Test Method for Resistance of
Concrete to Rapid Freezing and Thawing (Withdrawn 2024) Standard Specification for Standard
Sand Standard Practice for Sampling
Aggregates Standard Specification for Reagent
Water Standard Specification for ASTM
Hydrometers Manual of Aggregate and Concrete
Testing Standard Test Method for Length Change of
Hardened Hydraulic-Cement Mortar and Concrete Standard Specification for Portland
Cement Standard Test Method for Slump of
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
and Concrete Aggregates (Includes all amendments and changes
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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