Byggnadsmaterial
- +Ämnesområden
- +Byggnadsmaterial och byggnader (27)
- +Byggnadsindustrin (15)
- Fysisk planering. Stadsplanering (1)
- +Byggnader (1)
- +Byggnadsdelar (1)
- +Eurokoder (7)
- +Byggnadsstommar (9)
- Utomhuskonstruktioner (0)
- +Byggnadsmaterial (3)
- Byggnadsmaterial: allmänt (0)
- Cement. Gips. Kalk. Bruk (1)
- Mineral material och produkter (1)
- Keramikplattor (0)
- Keramiska byggprodukter (0)
- Betong och betongprodukter (0)
- Produkter av fiberarmerad betong (0)
- Bindemedel. Fogprodukter (1)
- Värme och ljudisolerande material (0)
- Övriga konstruktionsmaterial (0)
- +Skydd av och i byggnader (0)
- +Bygginstallationer (4)
- +Belysning (0)
- Invändiga ytskikt (0)
- Byggförnödenheter (1)
- Konstruktionsteknik (0)
- Anläggningsmaskiner (0)
This document specifies test methods for slate, carbonate slate, schist and schistose stone for discontinuous roofing and external cladding, as defined in 3.1, 3.2, and 3.3 of EN 12326-1:2014 and 3.1 of prEN 12326-3:2021, used for assembly into discontinuous roofs and external wall cladding. In this sense, when the test describes a slate, it could also be considered as carbonate slate.
This document specifies a method for the determination of the softening point of bitumen and bituminous binders in the range of 28 °C to 150 °C. The method described also applies to bituminous binders that have been recovered from bituminous mixes, e.g. by extraction according to EN 12697 3 [1]. The change from mercury thermometers to electronic temperature devices has revealed that the temperature definition in the mercury thermometer has not been precise enough to make a correct, unbiased transfer to electronic devices. Care should be taken for softening points ring and ball above 100 °C as the condition may have changed from previous practice to present days testing equipment. Below approximately 100 °C the difference in temperature readings between electronic and mercury stem thermometer is acceptable compared to the repeatability of this test method.
This document specifies a method for determining the dimensional stability (i.e. the shrinkage and swelling) of cementitious screed, calcium sulphate screed, magnesite screed and synthetic resin screed materials made in accordance with EN 13892-1.