SIST EN 934-2:2009
(Main)Admixtures for concrete, mortar and grout - Part 2: Concrete admixtures - Definitions, requirements, conformity, marking and labelling
Admixtures for concrete, mortar and grout - Part 2: Concrete admixtures - Definitions, requirements, conformity, marking and labelling
This European Standard specifies definitions and requirements for admixtures for use in concrete.
It covers admixtures for plain, reinforced and prestressed concrete which are used in site mixed, ready mixed concrete and precast concrete.
The performance requirements in this standard apply to admixtures used in concrete of normal consistence. They may not be applicable to admixtures intended for other types of concrete such as semi dry and earth moist mixes.
Provisions governing the practical application of admixtures in the production of concrete, i.e. requirements concerning composition, mixing, placing, curing etc. of concrete containing admixtures are not part of this standard.
Zusatzmittel für Beton, Mörtel und Einpressmörtel - Teil 2: Betonzusatzmittel - Definitionen, Anforderungen, Konformität, Kennzeichnung und Beschriftung
Diese Europäische Norm legt Begriffe und Anforderungen für Zusatzmittel für Beton fest.
Sie gilt für Zusatzmittel für unbewehrten Beton, Stahl- und Spannbeton, die für Ort- und Transportbeton sowie
für Beton für Fertigteile verwendet werden.
Die Leistungsanforderungen nach dieser Norm gelten für Zusatzmittel, die für Beton mit üblicher Konsistenz
verwendet werden. Sie sind möglicherweise nicht auf Zusatzmittel für andere Arten von Beton, wie z. B.
halbtrockene und erdfeuchte Mischungen, anwendbar.
Diese Norm gilt nicht für Bestimmungen zur praktischen Anwendung von Zusatzmitteln bei der Herstellung
von Beton, d. h. Anforderungen bezüglich der Zusammensetzung, der Mischung, der Verarbeitung und der
Nachbehandlung usw. von Beton, der Zusatzmittel enthält, sind nicht Gegenstand dieser Norm.
Adjuvants pour béton, mortier et coulis - Partie 2: Adjuvants pour béton - Définitions, exigences, conformité, marquage et étiquetage
La présente Norme européenne fixe les définitions et les exigences pour les adjuvants utilisés dans les bétons.
Elle s'applique aux adjuvants pour bétons non armés, armés et précontraints utilisés dans les bétons fabriqués sur chantier, prêts à l'emploi et préfabriqués.
Dans cette norme, les exigences de performance s'appliquent aux adjuvants utilisés dans un béton de consistance normale. Elles peuvent ne pas être applicables aux adjuvants destinés à d'autres types de béton tels que des bétons à consistance terre humide.
Les dispositions qui régissent l'utilisation pratique des adjuvants dans la production de béton, telles que les exigences relatives à la composition, au malaxage, aux conditions de mise en œuvre, à la cure, etc., du béton adjuvanté, ne sont pas traitées par la présente norme.
Kemijski dodatki za beton, malto in injekcijsko maso - 2. del: Kemijski dodatki za beton - Definicije, zahteve, skladnost, označevanje in obeleževanje
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
SIST EN 934-2:2009
01-september-2009
1DGRPHãþD
SIST EN 934-2:2002
SIST EN 934-2:2002/A1:2004
SIST EN 934-2:2002/A2:2006
.HPLMVNLGRGDWNL]DEHWRQPDOWRLQLQMHNFLMVNRPDVRGHO .HPLMVNLGRGDWNL]D
EHWRQ'HILQLFLMH]DKWHYHVNODGQRVWR]QDþHYDQMHLQREHOHåHYDQMH
Admixtures for concrete, mortar and grout - Part 2: Concrete admixtures - Definitions,
requirements, conformity, marking and labelling
Zusatzmittel für Beton, Mörtel und Einpressmörtel - Teil 2: Betonzusatzmittel -
Definitionen, Anforderungen, Konformität, Kennzeichnung und Beschriftung
Adjuvants pour béton, mortier et coulis - Partie 2: Adjuvants pour béton - Définitions,
exigences, conformité, marquage et étiquetage
Ta slovenski standard je istoveten z: EN 934-2:2009
ICS:
01.040.91 Gradbeni materiali in gradnja Construction materials and
(Slovarji) building (Vocabularies)
91.100.30 Beton in betonski izdelki Concrete and concrete
products
SIST EN 934-2:2009 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
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SIST EN 934-2:2009
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SIST EN 934-2:2009
EUROPEAN STANDARD
EN 934-2
NORME EUROPÉENNE
EUROPÄISCHE NORM
May 2009
ICS 01.040.91; 91.100.30 Supersedes EN 934-2:2001
English Version
Admixtures for concrete, mortar and grout - Part 2: Concrete
admixtures - Definitions, requirements, conformity, marking and
labelling
Adjuvants pour bétons, mortier et coulis - Partie 2: Zusatzmittel für Beton, Mörtel und Einpressmörtel - Teil 2:
Adjuvants pour bétons - Définitions, exigences, conformité, Betonzusatzmittel - Definitionen, Anforderungen,
marquage et étiquetage Konformität, Kennzeichnung und Beschriftung
This European Standard was approved by CEN on 24 April 2009.
CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European
Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national
standards may be obtained on application to the CEN Management Centre or to any CEN member.
This European Standard exists in three official versions (English, French, German). A version in any other language made by translation
under the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as the
official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland,
France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,
Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: Avenue Marnix 17, B-1000 Brussels
© 2009 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 934-2:2009: E
worldwide for CEN national Members.
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SIST EN 934-2:2009
EN 934-2:2009 (E)
Contents Page
Foreword .3
1 Scope .4
2 Normative references .4
3 Terms and definitions .5
3.1 General definitions .5
3.2 Specific definitions .5
4 Requirements .6
4.1 General requirements .6
4.2 Requirements for specific types of admixtures .7
4.3 Release of dangerous substances . 13
5 Sampling . 13
6 Conformity control. 13
7 Evaluation of conformity . 13
8 Marking and labelling . 15
8.1 General . 15
8.2 Designation of admixtures . 15
8.3 Additional Information . 15
Annex A (informative) Release of dangerous substances . 16
Annex ZA (informative) Provisions for the CE marking of admixtures for concrete under the EU
Construction Products Directive . 17
ZA.1 Clauses of this European Standard addressing the provisions of the EU Construction
Products Directive . 17
ZA.2 Procedure for attestation of conformity of admixtures for concrete . 20
ZA.2.1 System of attestation of conformity . 20
ZA.2.2 EC certificate and declaration of conformity . 21
ZA.3 CE marking and labelling . 22
2
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SIST EN 934-2:2009
EN 934-2:2009 (E)
Foreword
This document (EN 934-2:2009) has been prepared by Technical Committee CEN/TC 104 “Concrete and
related products”, the secretariat of which is held by DIN.
This European Standard shall be given the status of a national standard, either by publication of an identical
text or by endorsement, at the latest by November 2009, and conflicting national standards shall be withdrawn
at the latest by November 2009.
This document supersedes EN 934-2:2001.
This document has been prepared under a mandate given to CEN by the European Commission and the
European Free Trade Association, and supports essential requirements of EC Directive(s).
For relationship with EC Directive(s), see informative Annex ZA, which is an integral part of this document.
This standard is a part of the series EN 934 "Admixtures for concrete, mortar and grout“ which additionally
comprises the following parts
Part 1: Common requirements
Part 3: Admixtures for masonry mortar — Definitions, requirements, conformity, marking and labelling
Part 4: Admixtures for grout for prestressing tendons — Definitions, requirements, conformity, marking and
labelling
Part 5: Admixtures for sprayed concrete — Definitions, requirements, conformity, marking and labelling
Part 6: Sampling, conformity control and evaluation of conformity
This European Standard is used with the standards of the EN 480 series which comprises test methods for
admixtures.
The annexes A and ZA are informative.
According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following
countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Cyprus, Czech
Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia,
Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain,
Sweden, Switzerland and United Kingdom.
3
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SIST EN 934-2:2009
EN 934-2:2009 (E)
1 Scope
This European Standard specifies definitions and requirements for admixtures for use in concrete.
It covers admixtures for plain, reinforced and prestressed concrete which are used in site mixed, ready mixed
concrete and precast concrete.
The performance requirements in this standard apply to admixtures used in concrete of normal consistence.
They may not be applicable to admixtures intended for other types of concrete such as semi-dry and earth
moist mixes.
Provisions governing the practical application of admixtures in the production of concrete, i.e. requirements
concerning composition, mixing, placing, curing etc. of concrete containing admixtures are not part of this
standard.
2 Normative references
The following referenced documents are indispensable for the application of this document. For dated
references, only the edition cited applies. For undated references, the latest edition of the referenced
document (including any amendments) applies.
EN 480-1, Admixtures for concrete, mortar and grout — Test methods — Part 1: Reference concrete and
reference mortar for testing
EN 480-2, Admixtures for concrete, mortar and grout — Test methods — Part 2: Determination of setting time
EN 480-4, Admixtures for concrete, mortar and grout — Test methods — Part 4: Determination of bleeding of
concrete
EN 480-5, Admixtures for concrete, mortar and grout — Test methods — Part 5: Determination of capillary
absorption
EN 480-11, Admixtures for concrete, mortar and grout — Test methods — Part 11: Determination of air void
characteristics in hardened concrete
EN 934-1:2008, Admixtures for concrete, mortar and grout — Part 1: Common requirements
EN 934-6:2001 Admixtures for concrete, mortar and grout — Part 6: Sampling, conformity control and
evaluation of conformity
EN 12350-2, Testing fresh concrete — Part 2: Slump test
EN 12350-5, Testing fresh concrete — Part 5: Flow table test
EN 12350-7, Testing fresh concrete — Part 7: Air content — Pressure methods
EN 12390-3, Testing hardened concrete — Part 3: Compressive strength of test specimens
4
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SIST EN 934-2:2009
EN 934-2:2009 (E)
3 Terms and definitions
For the purposes of this document, the terms and definitions in EN 934-1:2008 and the following apply.
3.1 General definitions
3.1.1
performance
ability of an admixture to be effective in its intended use without detrimental effects
3.1.2
compliance dosage
dosage of an admixture, expressed in % by mass of cement, stated by the manufacturer which will meet the
requirements of this standard. The compliance dosage is within the recommended range of dosage
3.1.3
recommended range of dosage
dosages between limits expressed in % by mass of cement which the manufacturer recommends for the
product based on experience on site
NOTE The use of the recommended dosage does not imply that compliance with this standard will be met over the
whole range. Trial tests should be carried out with the materials to be used on site to find the dosage necessary to achieve
the required result.
3.1.4
maximum recommended dosage
upper limit of the recommended range of dosage
3.1.5
reference concrete and mortar
concrete and mortar as specified in EN 480-1 for testing admixtures for conformity with this standard
3.1.6
multifunction admixture
admixture which affects several properties of fresh and/or hardened concrete by performing more than one of
the main functions defined in 3.2.2 to 3.2.9
3.1.7
primary function
single function of a multifunction admixture designated by the manufacturer
3.1.8
secondary function
function of a multifunction admixture which is additional to the primary function
3.2 Specific definitions
3.2.1
admixtures for concrete
material added during the mixing process of concrete in a quantity not more than 5 % by mass of the cement
content of the concrete, to modify the properties of the mix in the fresh and /or hardened state
3.2.2
water reducing/plasticizing admixture
admixture which without affecting the consistence, permits a reduction in the water content of a given concrete
mix, or which, without affecting the water content increases the slump/flow or produces both effects
simultaneously
5
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SIST EN 934-2:2009
EN 934-2:2009 (E)
3.2.3
high range water reducing/superplasticizing admixture
admixture which, without affecting the consistence, permits a high reduction in the water content of a given
concrete mix, or which, without affecting the water content increases the slump/flow considerably, or produces
both effects simultaneously
3.2.4
water retaining admixture
admixture which reduces the loss of water by a reduction of bleeding
3.2.5
air entraining admixture
admixture which allows a controlled quantity of small, uniformly distributed air bubbles to be incorporated
during mixing which remain after hardening
3.2.6
set accelerating admixture
admixture which decreases the time to commencement of transition of the mix from the plastic to the rigid
state
3.2.7
hardening accelerating admixture
admixture which increases the rate of development of early strength in the concrete, with or without affecting
the setting time
3.2.8
set retarding admixture
admixture which extends the time to commencement of transition of the mix from the plastic to the rigid state
3.2.9
water resisting admixture
admixture which reduces the capillary absorption of hardened concrete
3.2.10
set retarding/water reducing/plasticizing admixture
admixture which produces the combined effects of a water reducing/plasticizing admixture (primary function)
and a set retarding admixture (secondary function)
3.2.11
set retarding/high range water reducing/superplasticizing admixture
admixture which produces the combined effects of a high range water reducing/superplasticizing admixture
(primary function) and a set retarding admixture (secondary function)
3.2.12
set accelerating/water reducing/plasticizing admixture
admixture which produces the combined effects of a water reducing/plasticizing admixture (primary function)
and a set accelerating admixture (secondary function)
4 Requirements
4.1 General requirements
The requirements in this standard assume that admixtures are uniformly dispersed in concrete; special
attention shall be given to the dispersion of powder admixtures with retarding effects.
All admixtures defined in 3.2.2 to 3.2.12 shall conform the general requirements in EN 934-1:2008 Table 1,
Clause 5 and Clause 6.
6
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SIST EN 934-2:2009
EN 934-2:2009 (E)
NOTE For requirements which lead to the CE-marking, see Table ZA.1 of Annex ZA.
4.2 Requirements for specific types of admixtures
The admixtures defined in 3.2.2 to 3.2.12 shall comply with the requirements listed in Table 1:
7
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SIST EN 934-2:2009
EN 934-2:2009 (E)
Table 1 — Performance requirements for specific types of admixture
Definition Name of admixture Performance requirements
3.2.2 Water reducing/plasticizing admixtures Table 2
3.2.3 High range water reducing/superplasticizing admixtures Tables 3.1 and 3.2
3.2.4 Water retaining admixtures Table 4
3.2.5 Air entraining admixture Table 5
3.2.6 Set accelerating admixtures Table 6
3.2.7 Hardening accelerating admixtures Table 7
3.2.8 Set retarding admixtures Table 8
3.2.9 Water resisting admixtures Table 9
3.2.10 Set retarding/water reducing/plasticizing admixtures Table 10
3.2.11 Set retarding/high range water reducing/superplasticizing Tables 11.1 and 11.2
admixtures
3.2.12 Set accelerating/water reducing/plasticizing admixtures Table 12
Where manufacturer's stated values are required these shall be provided in writing on request.
Table 2 — Specific requirements for water reducing/plasticizing admixtures (at equal consistence)
No Property Reference concrete Test method Requirements
1 Water reduction EN 480-1 slump EN 12350-2 or
In test mix ≥ 5 % compared with
reference concrete I flow EN 12350-5
control mix
2 Compressive EN 480-1 EN 12390-3 At 7 and 28 days:
strength reference concrete I
Test mix ≥ 110 % of control mix
3 Air content in EN 480-1 EN 12350-7
Test mix ≤ 2 % by volume above
fresh concrete reference concrete I
control mix unless stated
otherwise by the manufacturer
Table 3.1 — Specific requirements for high range water reducing/super plasticizing admixtures
(at equal consistence)
No Property Reference concrete Test method Requirements
1 Water reduction EN 480-1 slump EN 12350-2 or
In test mix ≥ 12 % compared with
reference concrete I flow EN 12350-5 control mix
2 Compressive EN 480-1 EN 12390-3 At 1 day:
strength reference concrete I
Test mix ≥ 140 % of control mix
At 28 days:
Test mix ≥ 115 % of control mix
3 Air content in EN 480-1 EN 12350-7
Test mix ≤ 2 % by volume above
fresh concrete reference concrete I
control mix unless otherwise
stated by the manufacturer
8
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SIST EN 934-2:2009
EN 934-2:2009 (E)
Table 3.2 — Specific requirements for high range water reducing/super plasticizing admixtures
a
(at equal w/c ratio)
No Property Reference concrete Test method Requirements
1 Increase in EN 480-1 slump EN 12350-2 or
Increase in slump ≥ 120 mm from
consistence reference concrete IV flow EN 12350-5
initial (30 ± 10) mm
Increase in flow ≥ 160 mm from
initial (350 ± 20) mm
2 Retention of EN 480-1 slump EN 12350-2 or 30 min after the addition the
consistence reference concrete IV flow EN 12350-5 consistence of the test mix shall
not fall below the value of the
initial consistence of the control
mix
3 Compressive EN 480-1 EN 12390-3 At 28 days:
strength reference concrete IV
test mix ≥ 90 % of control mix
4 Air content in EN 480-1 EN 12350-7
Test mix ≤ 2 % by volume above
fresh concrete reference concrete IV
control mix unless otherwise
stated by the manufacturer
a
The compliance dosage for admixtures used to meet the requirements of Table 3.2 does not have to be
the same as that used to meet the requirements of Table 3.1.
Table 4 — Specific requirements for water retaining admixtures (at equal consistence)
No Property Reference concrete Test method Requirements
1 Bleeding EN 480-1 EN 480-4
Test mix ≤ 50 % of control mix
reference concrete II
2 Compressive EN 480-1 EN 12390-3 At 28 days:
strength reference concrete II
Test mix ≥ 80 % of control mix
3 Air content in EN 480-1 EN 12350-7
Test mix ≤ 2 % by volume above
fresh concrete reference concrete II control mix unless stated otherwise by
the manufacturer
Table 5 — Specific requirements for air entraining admixtures (at equal consistence)
a
No Property Reference concrete Test method
Requirements
1 Air content in EN 480-1 EN 12350-7 Test mix ≥ 2,5 % by volume above
fresh concrete reference concrete III
control mix
(entrained air) Total air content 4 % to 6 % by
volume
b
2 Air void EN 480-1 EN 480-11
Spacing factor in test mix ≤ 0,200 mm
characteristics reference concrete III
in hardened
concrete
3 Compressive EN 480-1 EN 12390-3
At 28 days : test mix ≥ 75 % of control
strength reference concrete III
mix
a
All the requirements apply to the same test mix.
b
EN 480-11 is the reference method. Other methods of determining the spacing factor (e. g. modified point count method) may be
used provided that they can be shown to give essentially the same results as the method in EN 480-11.
9
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SIST EN 934-2:2009
EN 934-2:2009 (E)
Table 6 — Specific requirements for set accelerating admixtures (at equal consistence)
Reference
No Property Test method Requirements
mortar/concrete
1 Initial setting EN 480-1 EN 480-2
At 20° C: test mix ≥ 30 min
time mortar
At 5° C : test mix ≤ 60 % of
control mix
2 Compressive EN 480-1 EN 12390-3 At 28 days:
strength reference concrete I
Test mix ≥ 80 % control mix
At 90 days:
Test mix ≥ test mix at 28 days
3 Air content in EN 480-1 EN 12350-7
Test mix ≤ 2 % by volume above
fresh concrete reference concrete I
control mix unless stated
otherwise by the manufacturer
Table 7 — Specific requirements for hardening accelerating admixtures (at equal consistence)
No Property Reference concrete Test method Requirements
1 Compressive EN 480-1 EN 12390-3
At 20° C and 24 h: test mix ≥ 120 % of
strength reference concrete I
control mix
At 20° C and 28 days: test mix ≥ 90 %
of control mix
At 5° C and 48 h: test mix ≥ 130 % of
control mix
2 Air content in EN 480-1 EN 12350-7
Test mix ≤ 2 % by volume above control
fresh concrete reference concrete I
mix unless otherwise stated by the
manufacturer
Table 8 — Specific requirements for set retarding admixtures (at equal consistence)
Reference
No Property Test method Requirements
mortar/concrete
1 Setting time EN 480-1 EN 480-2
Initial: test mix ≥ control mix + 90 min
mortar
Final: test mix ≤ control mix + 360 min
2 Compressive EN 480-1 EN 12390-3 At 7 days:
strength reference concrete I
Test mix ≥ 80 % control mix
At 28 days:
Test mix ≥ 90 % of control mix
3 Air content in EN 480-1 EN 12350-7
Test mix ≤ 2 % by volume above
fresh concrete reference concrete I
control mix unless otherwise stated by
the manufacturer
10
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SIST EN 934-2:2009
EN 934-2:2009 (E)
Table 9 — Specific requirements for water resisting admixtures
a
(at equal consistence or equal w/c ratio )
Reference
No Property Test method Requirements
mortar/concrete
1 Capillary EN 480-1 EN 480-5 Tested for 7 days after 7 days curing :
absorption mortar
test mix ≤ 50 % by mass of control mix
Tested for 28 days after 90 days
curing : test mix ≤ 60 % by mass of
control mix
2 Compressive EN 480-1 EN 12390-3 At 28 days : test mix ≥ 85 % of control
strength reference concrete I
mix
3 Air content in EN 480-1 EN 12350-7
Test mix ≤ 2 % by volume above control
fresh concrete reference concrete I mix unless otherwise stated by the
manufacturer
a
All tests shall be performed either at equal consistence or equal w/c ratio.
Table 10 — Specific requirements for set retarding/water reducing/plasticizing admixtures
(at equal consistence)
Reference
No Property Test method Requirements
concrete/mortar
1 Compressive EN 480-1 EN 12390-3
At 28 days: test mix ≥ 100 % of
strength reference concrete I control mix
2 Setting time EN 480-1 EN 480-2 Initial: test mix ≥ control mix + 90 min
mortar
Final: test mix ≤ control mix + 360 min
3 Water reduction EN 480-1 slump EN 12350-2
In test mix ≥ 5 % compared with
reference concrete I or
control mix
flow EN 12350-5
4 Air content in EN 480-1 EN 12350-7
Test mix ≤ 2 % (by volume) above
fresh concrete reference concrete I control mix unless stated otherwise by
the manufacturer
11
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SIST EN 934-2:2009
EN 934-2:2009 (E)
Table 11.1 — Specific requirements for set retarding/high range water reducing/super plasticizing
admixtures (at equal consistence)
Reference
No Property Test method Requirements
concrete/mortar
1 Compressive EN 480-1 EN 12390-3
At 7 days: test mix ≥ 100 % of control
strength reference concrete I
mix
At 28 days: test mix ≥ 115 % of
control mix
2 Setting time EN 480-1 EN 480-2
Initial: test mix ≥ control mix + 90 min
mortar
Final: test mix ≤ control mix + 360 min
3 Water reduction EN 480-1 slump EN 12350-2
In test mix ≥ 12 % compared with
reference concrete I or
control mix
flow EN 12350-5
4 Air content in EN 480-1 EN 12350-7
Test mix ≤ 2 % (by volume) above
fresh concrete reference concrete I
control mix unless stated otherwise by
the manufacturer
Table 11.2 — Specific requirements for set retarding/high range water reducing/ super plasticizing
a
admixtures (at equal w/c ratio )
Reference
No Property Test method Requirements
concrete/mortar
1 Retention of EN 480-1 slump EN 12350-2 60 min after the addition the
consistence reference concrete IV or consistence of the test mix shall not
flow EN 12350-5 fall below the value of the consistence
of the control mix
2 Compressive EN 480-1 EN 12390-3
At 28 days: test mix ≥ 90 % of control
strength reference concrete IV mix
3 Air content in EN 480-1 EN 12350-7
Test mix ≤ 2 % (by volume) above
fresh concrete reference concrete IV
control mix unless stated otherwise by
the manufacturer
a
The compliance dosage for admixtures used to meet the requirements of Table 11.2 does not have to be the same as that used to
meet the requirements of Table 11.1.
Table 12 — Specific requirements for set accelerating/water reducing/plasticizing admixtures
(at equal consistence)
Reference
No Property Test method Requirements
concrete/mortar
1 Compressive EN 480-1 EN 12390-3
At 28 days: test mix ≥ 100 % of
strength reference concrete 1 control mix
2 Initial setting EN 480-1 EN 480-2
At 20 °C test mix ≥ 30 min
time mortar
At 5 °C test mix ≤ 60 % of control mix
3 Water reduction EN 480-1 slump EN 12350-2
In test mix ≥ 5 % compared with
reference concrete 1 or
control mix
flow EN 12350-5
4 Air content in EN 480-1 EN 12350-7
Test mix ≤ 2 % (by volume) above
fresh concrete reference concrete 1 control mix unless stated otherwise by
the manufacturer
12
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SIST EN 934-2:2009
EN 934-2:2009 (E)
4.3 Release of dangerous substances
For content and release from hardened concrete of substances dangerous to health, hygiene and
environment, see Annex A (informative).
5 Sampling
Requirements for sampling are given in EN 934-6:2001.
6 Conformity control
Requirements for conformity control are given in EN 934-6:2001. The frequency of testing in connection with
factory production control is given in Table 13.
For Factory Production Control, the reference cement required by EN 480-1 may be replaced by alternative
cement provided that:
The alternative cement has been tested in the EN 480-1 reference concrete in parallel with the reference
cement to EN 480-1 for Initial Type Testing with the same admixture type.
The admixture type so tested showed compliance with the appropriate Table of Requirements in
EN 934-2 with both the EN 480-1 reference cement and the alternative cement.
7 Evaluation of conformity
Requirements for evaluation of conformity are given in EN 934-6:2001.
13
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SIST EN 934-2:2009
EN 934-2:2009 (E)
Table 13 — Minimum frequency of test for the factory production control of concrete admixtures according to EN 934-2:2009
Water High range Water Air Set Hardening Set Water Set Set retarding/ Set
reducing/ water retaining entraining accelerating accelerating retarding resisting retarding/ Highrange water accelerating/
b b
Plasticizin reducing/ admixtures admixtures admixtures admixtures Water reducing/ Water
admixtures admixture
Tests
g Super- reducing/ Superplasticizing reducing/
a
admixture plasticizing Plasticizing Plasticizing
admixtures
a
s admixtures admixtures
admixtures
Homogeneity, colour B B B B B B B B B B B
c
B B B B B B B B B B B
Relative density (for liquids only)
Conventional dry material B B B B B B B B B B B
c
content
pH value (for liquids only) B B B B B B B B B B B
- d
4 4 4 4 4 4 4 4 4 4 4
Chloride content (Cl )
Alkali content 2 2 2 2 2 2 2 2 2 2 2
Water reduction A A A A A
Increase in consistence A A
Retention of consistence A A
Setting time A A A A A
Air content in fresh concrete 1 1 1 A 1 1 1 1 1 1 1
Bleeding A
Air content in hardened concrete 1
(air void spacing)
Compressive strength 1 1 1 1 1 A 1 1 1 1 1
Capillary absorption A
Numbers in this table denote minimum frequency of test per year, spread according to production; if the production is less frequent every batch has to be tested
A: means test for every 1000 t with a maximum of 3 times a year
B: means test for each batch
a
For factory production control, high range water reducing/superlasticising admixtures may be tested for water reduction or for increase in consistence.
b
For factory production control, water resisting and set accelerating admixtures, the 90 day test may be omitted.
c
For factory production control of density and dry material content, different test methods from those specified in EN 934-1:2008, Table 1 may be used, provided a correlation between the method used
and the specified method has be
...
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.MHZusatzmittel für Beton, Mörtel und Einpressmörtel - Teil 2: Betonzusatzmittel - Definitionen, Anforderungen, Konformität, Kennzeichnung und BeschriftungAdjuvants pour béton, mortier et coulis - Partie 2: Adjuvants pour béton - Définitions, exigences, conformité, marquage et étiquetageAdmixtures for concrete, mortar and grout - Part 2: Concrete admixtures - Definitions, requirements, conformity, marking and labelling91.100.30Beton in betonski izdelkiConcrete and concrete products01.040.91Gradbeni materiali in gradnja (Slovarji)Construction materials and building (Vocabularies)ICS:Ta slovenski standard je istoveten z:prEN 934-2kSIST prEN 934-2:2009en,fr,de01-januar-2009kSIST prEN 934-2:2009SLOVENSKI
STANDARD
kSIST prEN 934-2:2009
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMFINAL DRAFTprEN 934-2October 2008ICS 01.040.91; 91.100.30Will supersede EN 934-2:2001
English VersionAdmixtures for concrete, mortar and grout - Part 2: Concreteadmixtures - Definitions, requirements, conformity, marking andlabellingAdjuvants pour béton, mortier et coulis - Partie 2: Adjuvantspour béton - Définitions, exigences, conformité, marquageet étiquetageZusatzmittel für Beton, Mörtel und Einpressmörtel - Teil 2:Betonzusatzmittel - Definitionen, Anforderungen,Konformität, Kennzeichnung und BeschriftungThis draft European Standard is submitted to CEN members for unique acceptance procedure. It has been drawn up by the TechnicalCommittee CEN/TC 104.If this draft becomes a European Standard, CEN members are bound to comply with the CEN/CENELEC Internal Regulations whichstipulate the conditions for giving this European Standard the status of a national standard without any alteration.This draft European Standard was established by CEN in three official versions (English, French, German). A version in any other languagemade by translation under the responsibility of a CEN member into its own language and notified to the CEN Management Centre has thesame status as the official versions.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland,France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without notice andshall not be referred to as a European Standard.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2008 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. prEN 934-2:2008: EkSIST prEN 934-2:2009
prEN 934-2:2008 (E) 2 Contents Page Foreword.3 1 Scope.4 2 Normative references.4 3 Terms and definitions.5 3.1 General definitions.5 3.2 Specific definitions.5 4 Requirements.6 4.1 General requirements.6 4.2 Requirements for specific types of admixtures.7 4.3 Release of dangerous substances.13 5 Sampling.13 6 Conformity control.13 7 Evaluation of conformity.13 8 Marking and labelling.15 8.1 General.15 8.2 Designation of admixtures.15 8.3 Additional Information.15 Annex A (informative)
Release of dangerous substances.16 Annex ZA (informative)
Provisions for the CE marking of admixtures for concrete under the EU Construction Products Directive.17 ZA.1 Clauses of this European Standard addressing the provisions of the EU Construction Products Directive.17 ZA.2 Procedure for attestation of conformity of admixtures for concrete.20 ZA.2.1 System of attestation of conformity.20 ZA.2.2 EC certificate and declaration of conformity.21 ZA.3 CE marking and labelling.22
kSIST prEN 934-2:2009
prEN 934-2:2008 (E) 3 Foreword This document (prEN 934-2:2008) has been prepared by Technical Committee CEN/TC 104 “Concrete”, the secretariat of which is held by DIN. This document is currently submitted to the Unique Acceptance Procedure. This document will supersede EN 934-2:2001. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of EC Directive(s). For relationship with EC Directive(s), see informative Annex ZA, which is an integral part of this document. This standard is a part of the series EN 934 "Admixtures for concrete, mortar and grout“ which additionally comprises the following parts Part 1: Common requirements Part 3: Admixtures for masonry mortar — Definitions, requirements, conformity, marking and labelling Part 4: Admixtures for grout for prestressing tendons — Definitions, requirements, conformity, marking and labelling Part 5: Admixtures for sprayed concrete — Definitions, requirements, conformity, marking and labelling Part 6: Sampling, conformity control and evaluation of conformity This European Standard is used with the standards of the EN 480 series which comprises test methods for admixtures. The annexes A and ZA are informative.
kSIST prEN 934-2:2009
prEN 934-2:2008 (E) 4
1 Scope This European Standard specifies definitions and requirements for admixtures for use in concrete. It covers admixtures for plain, reinforced and prestressed concrete which are used in site mixed, ready mixed concrete and precast concrete. The performance requirements in this standard apply to admixtures used in concrete of normal consistence. They may not be applicable to admixtures intended for other types of concrete such as semi-dry and earth moist mixes. Provisions governing the practical application of admixtures in the production of concrete, i.e. requirements concerning composition, mixing, placing, curing etc. of concrete containing admixtures are not part of this standard. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 480-1, Admixtures for concrete, mortar and grout — Test methods — Part 1: Reference concrete and reference mortar for testing EN 480-2, Admixtures for concrete, mortar and grout — Test methods — Part 2: Determination of setting time EN 480-4, Admixtures for concrete, mortar and grout — Test methods — Part 4: Determination of bleeding of concrete EN 480-5, Admixtures for concrete, mortar and grout — Test methods — Part 5: Determination of capillary absorption EN 480-11, Admixtures for concrete, mortar and grout — Test methods — Part 11: Determination of air void characteristics in hardened concrete EN 934-1:2008, Admixtures for concrete, mortar and grout — Part 1: Common requirements EN 934-6:2001 Admixtures for concrete, mortar and grout — Part 6: Sampling, conformity control and evaluation of conformity EN 12350-2, Testing fresh concrete — Part 2: Slump test EN 12350-5, Testing fresh concrete — Part 5: Flow table test EN 12350-7, Testing fresh concrete — Part 7: Air content — Pressure methods EN 12390-3, Testing hardened concrete — Part 3: Compressive strength of test specimens kSIST prEN 934-2:2009
prEN 934-2:2008 (E) 5 3 Terms and definitions For the purposes of this document, the terms and definitions in EN 934-1:2008 and the following apply. 3.1 General definitions 3.1.1 performance ability of an admixture to be effective in its intended use without detrimental effects 3.1.2 compliance dosage dosage of an admixture, expressed in % by mass of cement, stated by the manufacturer which will meet the requirements of this standard. The compliance dosage is within the recommended range of dosage 3.1.3 recommended range of dosage dosages between limits expressed in % by mass of cement which the manufacturer recommends for the product based on experience on site NOTE The use of the recommended dosage does not imply that compliance with this standard will be met over the whole range. Trial tests should be carried out with the materials to be used on site to find the dosage necessary to achieve the required result. 3.1.4 maximum recommended dosage upper limit of the recommended range of dosage 3.1.5 reference concrete and mortar concrete and mortar as specified in EN 480-1 for testing admixtures for conformity with this standard 3.1.6 multifunction admixture admixture which affects several properties of fresh and/or hardened concrete by performing more than one of the main functions defined in 3.2.2 to 3.2.9 3.1.7 primary function single function of a multifunction admixture designated by the manufacturer 3.1.8 secondary function function of a multifunction admixture which is additional to the primary function 3.2 Specific definitions 3.2.1 admixtures for concrete material added during the mixing process of concrete in a quantity not more than 5 % by mass of the cement content of the concrete, to modify the properties of the mix in the fresh and /or hardened state 3.2.2 water reducing/plasticizing admixture admixture which without affecting the consistence, permits a reduction in the water content of a given concrete mix, or which, without affecting the water content increases the slump/flow or produces both effects simultaneously kSIST prEN 934-2:2009
prEN 934-2:2008 (E) 6 3.2.3 high range water reducing/superplasticizing admixture admixture which, without affecting the consistence, permits a high reduction in the water content of a given concrete mix, or which, without affecting the water content increases the slump/flow considerably, or produces both effects simultaneously 3.2.4 water retaining admixture admixture which reduces the loss of water by a reduction of bleeding 3.2.5 air entraining admixture admixture which allows a controlled quantity of small, uniformly distributed air bubbles to be incorporated during mixing which remain after hardening 3.2.6 set accelerating admixture admixture which decreases the time to commencement of transition of the mix from the plastic to the rigid state 3.2.7 hardening accelerating admixture admixture which increases the rate of development of early strength in the concrete, with or without affecting the setting time 3.2.8 set retarding admixture admixture which extends the time to commencement of transition of the mix from the plastic to the rigid state 3.2.9 water resisting admixture admixture which reduces the capillary absorption of hardened concrete 3.2.10 set retarding/water reducing/plasticizing admixture admixture which produces the combined effects of a water reducing/plasticizing admixture (primary function) and a set retarding admixture (secondary function) 3.2.11 set retarding/high range water reducing/superplasticizing admixture admixture which produces the combined effects of a high range water reducing/superplasticizing admixture (primary function) and a set retarding admixture (secondary function) 3.2.12 set accelerating/water reducing/plasticizing admixture admixture which produces the combined effects of a water reducing/plasticizing admixture (primary function) and a set accelerating admixture (secondary function) 4 Requirements 4.1 General requirements The requirements in this standard assume that admixtures are uniformly dispersed in concrete; special attention shall be given to the dispersion of powder admixtures with retarding effects. All admixtures defined in 3.2.2 to 3.2.12 shall conform the general requirements in EN 934-1:2008 Table 1, clause 5 and clause 6. kSIST prEN 934-2:2009
prEN 934-2:2008 (E) 7 NOTE For requirements which lead to the CE-marking, see Table ZA.1 of Annex ZA. 4.2 Requirements for specific types of admixtures The admixtures defined in 3.2.2 to 3.2.12 shall comply with the requirements listed in Table 1:kSIST prEN 934-2:2009
prEN 934-2:2008 (E) 8 Table 1 — Performance requirements for specific types of admixture Definition Name of admixture Performance requirements 3.2.2 Water reducing/plasticizing admixtures Table 2 3.2.3 High range water reducing/superplasticizing admixtures Tables 3.1 and 3.2 3.2.4 Water retaining admixtures Table 4 3.2.5 Air entraining admixture Table 5 3.2.6 Set accelerating admixtures Table 6 3.2.7 Hardening accelerating admixtures Table 7 3.2.8 Set retarding admixtures Table 8 3.2.9 Water resisting admixtures Table 9 3.2.10 Set retarding/water reducing/plasticizing admixtures Table 10 3.2.11 Set retarding/high range water reducing/superplasticizing admixtures Tables 11.1 and 11.2 3.2.12 Set accelerating/water reducing/plasticizing admixtures Table 12
Where manufacturer's stated values are required these shall be provided in writing on request. Table 2 — Specific requirements for water reducing/plasticizing admixtures (at equal consistence) No Property Reference concrete Test method Requirements 1 Water reduction EN 480-1
reference concrete I slump EN 12350-2 or flow EN 12350-5 In test mix ≥ 5 % compared with control mix 2 Compressive strength EN 480-1
reference concrete I EN 12390-3 At 7 and 28 days: Test mix ≥ 110 % of control mix 3 Air content in fresh concrete EN 480-1
reference concrete I EN 12350-7 Test mix ≤ 2 % by volume above control mix unless stated otherwise by the manufacturer
Table 3.1 — Specific requirements for high range water reducing/super plasticizing admixtures
(at equal consistence) No Property Reference concrete Test method Requirements 1 Water reduction EN 480-1
reference concrete I slump EN 12350-2 or flow EN 12350-5 In test mix ≥ 12 % compared with control mix 2 Compressive strength EN 480-1
reference concrete I EN 12390-3 At 1 day: Test mix ≥ 140 % of control mix At 28 days: Test mix ≥ 115 % of control mix 3 Air content in fresh concrete EN 480-1
reference concrete I EN 12350-7 Test mix ≤ 2 % by volume above control mix unless otherwise stated by the manufacturer
kSIST prEN 934-2:2009
prEN 934-2:2008 (E) 9 Table 3.2 — Specific requirements for high range water reducing/super plasticizing admixtures
(at equal w/c ratio)a
No Property Reference concrete Test method Requirements 1 Increase in consistence EN 480-1
reference concrete IV slump EN 12350-2 or flow EN 12350-5 Increase in slump ≥ 120 mm from initial (30 ±
10) mm Increase in flow ≥ 160 mm from initial (350 ±
20) mm 2 Retention of consistence EN 480-1
reference concrete IV slump EN 12350-2 or flow EN 12350-5 30 min after the addition the consistence of the test mix shall not fall below the value of the initial consistence of the control mix 3 Compressive strength EN 480-1
reference concrete IV EN 12390-3 At 28 days:
test mix ≥ 90 % of control mix 4 Air content in fresh concrete EN 480-1
reference concrete IV EN 12350-7 Test mix ≤ 2 % by volume above control mix unless otherwise stated by the manufacturer a The compliance dosage for superplasticizing admixtures used to meet the requirements of Table 3.2 does not have to be the same as that used to meet the requirements of Table 3.1.
Table 4 — Specific requirements for water retaining admixtures (at equal consistence) No Property Reference concrete Test method Requirements 1 Bleeding EN 480-1
reference concrete II EN 480-4 Test mix ≤ 50 % of control mix 2 Compressive strength EN 480-1
reference concrete II EN 12390-3 At 28 days: Test mix ≥ 80 % of control mix 3 Air content in fresh concrete EN 480-1
reference concrete II EN 12350-7 Test mix ≤ 2 % by volume above control mix unless stated otherwise by the manufacturer
Table 5 — Specific requirements for air entraining admixtures (at equal consistence) No Property Reference concrete Test method Requirementsa 1 Air content in fresh concrete (entrained air) EN 480-1
reference concrete III EN 12350-7 Test mix ≥ 2,5 % by volume above control mix Total air content 4 % to 6 % by volume 2 Air void characteristics in hardened concrete EN 480-1
reference concrete III EN 480-11b Spacing factor in test mix ≤ 0,200 mm 3 Compressive strength EN 480-1
reference concrete III EN 12390-3 At 28 days : test mix ≥ 75 % of control mix a
All the requirements apply to the same test mix.
b EN 480-11 is the reference method. Other methods of determining the spacing factor (e. g. modified point count method) may be used provided that they can be shown to give essentially the same results as the method in EN 480-11. kSIST prEN 934-2:2009
prEN 934-2:2008 (E) 10 Table 6 — Specific requirements for set accelerating admixtures (at equal consistence) No Property Reference mortar/concrete Test method Requirements 1 Initial setting time EN 480-1
mortar EN 480-2 At 20° C: test mix ≥ 30 min At 5° C : test mix ≤ 60 % of control mix 2 Compressive strength EN 480-1
reference concrete I EN 12390-3 At 28 days: Test mix ≥ 80 % control mix At 90 days: Test mix ≥ test mix at 28 days 3 Air content in fresh concrete EN 480-1
reference concrete I EN 12350-7 Test mix ≤ 2 % by volume above control mix unless stated otherwise by the manufacturer
Table 7 — Specific requirements for hardening accelerating admixtures (at equal consistence) No Property Reference concrete Test method Requirements 1 Compressive strength EN 480-1
reference concrete I EN 12390-3 At 20° C and 24 h: test mix ≥ 120 % of control mix At 20° C and 28 days: test mix ≥ 90 % of control mix At 5° C and 48 h: test mix ≥ 130 % of control mix 2 Air content in fresh concrete EN 480-1
reference concrete I EN 12350-7 Test mix ≤ 2 % by volume above control mix unless otherwise stated by the manufacturer
Table 8 — Specific requirements for set retarding admixtures (at equal consistence) No Property Reference mortar/concrete Test method Requirements 1 Setting time EN 480-1
mortar EN 480-2 Initial: test mix ≥ control mix + 90 min Final: test mix ≤ control mix + 360 min 2 Compressive strength EN 480-1
reference concrete I EN 12390-3 At 7 days: Test mix ≥ 80 % control mix At 28 days: Test mix ≥ 90 % of control mix 3 Air content in fresh concrete EN 480-1
reference concrete I EN 12350-7 Test mix ≤ 2 % by volume above control mix unless otherwise stated by the manufacturer kSIST prEN 934-2:2009
prEN 934-2:2008 (E) 11 Table 9 — Specific requirements for water resisting admixtures
(at equal consistence or equal w/c ratio a) No Property Reference mortar/concrete Test method Requirements 1 Capillary absorption EN 480-1
mortar EN 480-5 Tested for 7 days after 7 days curing : test mix ≤ 50 % by mass of control mix Tested for 28 days after 90 days curing : test mix ≤ 60 % by mass of control mix 2 Compressive strength EN 480-1
reference concrete I EN 12390-3 At 28 days : test mix ≥ 85 % of control mix 3 Air content in fresh concrete EN 480-1
reference concrete I EN 12350-7 Test mix ≤ 2 % by volume above control mix unless otherwise stated by the manufacturer a
All tests shall be performed either at equal consistence or equal w/c ratio.
Table 10 — Specific requirements for set retarding/water reducing/plasticizing admixtures
(at equal consistence) No Property Reference concrete/mortar Test method Requirements 1 Compressive strength EN 480-1
reference concrete I EN 12390-3 At 28 days: test mix ≥ 100 % of control mix 2 Setting time EN 480-1
mortar EN 480-2 Initial: test mix ≥ control mix + 90 min Final: test mix ≤ control mix + 360 min 3 Water reduction EN 480-1
reference concrete I slump EN 12350-2 or
flow EN 12350-5 In test mix ≥ 5 % compared with control mix 4 Air content in fresh concrete EN 480-1
reference concrete I EN 12350-7 Test mix ≤ 2 % (by volume) above control mix unless stated otherwise by the manufacturer kSIST prEN 934-2:2009
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