Covers methods for determining air content of compacted fresh concrete, made with normal weight or relatively dense aggregate of maximum size 63mm. Supersedes EN English Version. Testing fresh concrete – Part 7: Air content – Pressure methods. Essais pour béton frais – Partie. Find the most up-to-date version of BS EN at Engineering
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BS EN describes two methods for testing eb content eh compacted fresh concrete, made with normal weight or relatively dense aggregate of maximum size up to 63 mm.
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Take the smart route to manage medical device compliance. NOTE Neither method is applicable to concretes made with lightweight aggregates, air cooled blast-furnace slag, or aggregates with high porosity, because of the magnitude of the aggregate correction factor, compared with the entrained air content of the concrete.
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Air Content Test
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BS EN – Testing fresh concrete. Air content. Pressure methods (British Standard)
Your basket is empty. You may find similar items within these categories by selecting from the choices below:. Cement and concrete technology, Pressure testing, Compaction tests, Air content determination, Compacting, Test equipment, Concretes, Determination of content. The reduction in volume of the air in the concrete sample is measured by observing the amount by which the water level is lowered.
This website is best viewed with browser version of up to Microsoft Internet Explorer 8 or Firefox 3. Contents of BS EN Search all products by. Click to learn more. The two methods are: Their committees work with the manufacturing and service industries, government, businesses and consumers to facilitate the production of British, European and International standards.
Customers who bought this product also bought BS EN Pressure methods The suitability of any fresh concrete should be tested before it sets. Accept and continue Learn more about the cookies we use and how to change your settings.
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BS EN 12350-7:2009
Add to Alert PDF. You may find similar items within these categories by selecting from the choices below:. This is because of the magnitude of the aggregate correction factor, compared with the entrained air content of the concrete.
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