EN 15304:2007

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.PU]RYDQMXWDMDQMXBestimmung des Frost-Tau-Widerstandes von dampfgehärtetem PorenbetonDétermination de la résistance au gel/dégel du béton cellulaire autoclavéDetermination of the freeze-thaw resistance of autoclaved aerated concrete91.100.30Beton in betonski izdelkiConcrete and concrete productsICS:Ta slovenski standard je istoveten z:EN 15304:2007SIST EN 15304:2008en,fr,de01-november-2008SIST EN 15304:2008SLOVENSKI
STANDARD
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 15304June 2007ICS 91.100.30 English VersionDetermination of the freeze-thaw resistance of autoclavedaerated concreteDétermination de la résistance au gel/dégel du bétoncellulaire autoclavéBestimmung des Frost-Tau-Widerstandes vondampfgehärtetem PorenbetonThis European Standard was approved by CEN on 10 May 2007.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards 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 translationunder the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as theofficial 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 STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2007 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 15304:2007: ESIST EN 15304:2008

Determination of the loss in mass and compressive strength.10 Annex B (informative)
Flow chart of freeze-thaw test.13 Bibliography.15
Figures Figure 1 – Cutting scheme.6
1 Scope This document specifies a method of determining the freeze-thaw resistance of autoclaved aerated concrete manufactured according to prEN 12602 or EN 771-4. 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 678, Determination of the dry density of autoclaved aerated concrete EN 679:2005, Determination of the compressive strength of autoclaved aerated concrete EN 1353, Determination of the moisture content of autoclaved aerated concrete EN 12390-4, Testing hardened concrete – Part 4: Compressive strength – Specification for testing machines 3 Principle Cubic test specimens (two equal groups consisting of main test specimens and reference test specimens) are cut from products sampled from normal production, saturated in water for 48 h, removed and then placed in polythene bags or similar protecting against drying for 24 h to equilibrate.
The main test specimens are subjected to repeated freezing at –15 °C for at least 8 h followed by thawing in an environment of > 95 % relative humidity and 20 °C for at least 8 h. The reference test specimens are stored in a climatic chamber at 20 °C in conditions that prevent drying of the AAC during storage. After the specified number of freeze-thaw cycles (not less than 15), the mass loss of the main test specimens is determined. The dry density and moisture content is also determined on the reference test specimens. If the loss in compressive strength is also required to be determined, then Annex A should be followed. NOTE Depending on the conditions at the place of use, the number of freeze-thaw cycles can be specified by national provisions.
4 Apparatus a) saw with rotating carborundum or diamond blade or similar equipment for cutting test specimens;
b) balance, capable of determining the mass of the test specimens to an accuracy of 0,1 %; c) callipers, capable of reading the dimensions of the test specimens to an accuracy of 0,1 mm; d) container, to store the test specimens under water at (20 ± 2) °C; e)
feeler gauge, capable of measuring 0,1 mm, (if required) 0,5 mm and 1 mm; f) conditioned room or cabinet for thawing of the main test specimens able to maintain a relative humidity > 95 % at (20 ± 2) °C; g) storage room for reference test specimens able to maintain a relative humidity > 95 % at (20 ± 5) °C; SIST EN 15304:2008

j) straight edge, at least 200 mm long and a square; k) compression testing machine, preferably hydraulically operated, which meets the requirements of
EN 12390-4. NOTE The room according to f) needs not necessarily be humidity-controlled. Alternatively it is possible to substitute moisture losses by 2 h prior to the end of the thawing period placing the main test specimens in underwater storage for 1 h at (20 ± 5) °C and subsequently leaving the test specimens to equilibrate in air for 1 h at (20 ± 5) °C before freezing. This procedure is especially appropriate in combination with automatic systems. It should be ensured that the starting moisture content is not exceeded. 5 Test specimens 5.1 Sample The sample for the preparation of the test specimens shall be taken in such a manner that it is representative of the product to be investigated, and the test specimens shall be cut from the sample as illustrated in Figure 1. 5.2 Shape and size of the test specimens The test specimens shall be cubes with an edge length of (100 ± 2) mm. 5.3 Number of test specimens A test set shall consist of 12 test specimens: 6 main test specimens and 6 reference test specimens. The main test specimens are exposed to a specified number of freeze-thaw cycles in accordance with 6.1, and their loss in mass (see 7.3) and, if required, their loss in compressive strength due to this exposure is determined (see A.3 and A.4). The reference test specimens are used for determination of the moisture content of the AAC prior to the freeze-thaw test and of the dry density and, if required, for the determination of the (control) compressive strength. 5.4 Preparation of test specimens The test specimens shall be cut by means of a rotating diamond or carborundum blade or similar equipment. Their surfaces shall not deviate from planeness by more than 0,5 mm. Planeness shall be checked across the two diagonals using a straight edge and, if necessary, a 0,5 mm feeler gauge. Where test specimens are used for the determination of the compressive strength, their loadbearing surfaces shall not deviate from planeness by more than 0,1 mm and the angle between the load bearing surfaces and adjacent surfaces shall not deviate from a right angle by more than 1 mm/100 mm. If necessary, the latter shall be checked along both orthogonal middle axes of the load bearing surfaces by means of a square and a 1 mm feeler gauge or similar instrument. NOTE
If the load-bearing surfaces of the main test specimens determined for the compression test are pitted after completion of freeze-thaw cycles, they should be ground to a flatness of 0,1 mm. The position of the test specimens in the material relative to the rise of the mass shall be shown by the numbering, and the direction of rise shall be marked on the test specimens. SIST EN 15304:2008

Key 1 Direction of rise m Main test specimen r Reference test specimen Figure 1 – Cutting scheme 5.5 Measurement of test specimens and determination of their volume The dimensions of the test specimens shall be measured to an accuracy of 0,1 mm, using callipers. Length, height and width shall be measured in mid height at two opposite sides, and the volume V of the test specimens shall be calculated by multiplying the mean values. 5.6 Conditioning of test specimens After their preparation, the main test specimens and the reference test specimens shall be saturated in water for 48 h at (20 ± 2) °C. For this purpose they shall be stored for 24 h with half of their thickness (50 mm) in water and for 24 h totally under water. Then they shall be removed from the water and placed in a polythene bag or similar protecting against drying for 24 h to allow the specimens to equilibrate. 6 Testing procedure 6.1 Freeze-thaw test The main test specimens shall be frozen in air at a temperature of (–15 ± 2) °C, preferably placed on wooden bearers or on mesh shelves. The distance between the main test specimens among each other as well as to the lateral chamber walls and to the upper shelves shall be at least 50 mm. The temperature at the centre of the test specimens shall fall to 0 °C within (3 ± 1) h and shall be checked on a control specimen prior to commencing the test. The total duration of the freezing period shall be at least 8 h, until freezing temperature
(-15 ± 2) °C is reached in the centre of the test specimens.
x 2 SIST EN 15304:2008
This completes one freeze-thaw cycle.
In case of a forced interruption of testing, the main test specimens shall be kept in the thawed condition, in a storage room at a temperature of (20 ± 5) ºC and a relative humidity of > 95 %, so that drying is excluded. The reference test specimens shall be kept during the period of freeze-thaw-cycles of the main test specimens in a storage room at a temperature of (20 ± 5) ºC and a relative humidity of > 95 % or alternatively sealed in polythene bags at the same temperature so that they do not lose moisture. NOTE 4 If not automatised, the freeze-thaw cycles
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