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In aspects on conditions and resources in connection with winter concreting; account is made of investigations appearing in literature into frost damages to concrete, resistance to frost, frost-resistant concrete, protection against cooling off and early freezing; diagram referring to 16 cm concrete floor and to 10 and 14 cm respectively thick wall shows what protective measures and necessary if ambient temperature and that of concrete are read at time of casting.
In aspects on conditions and resources in connection with winter concreting; account is made of investigations appearing in literature into frost damages to concrete, resistance to frost, frost-resistant concrete, protection against cooling off and early freezing; diagram referring to 16 cm concrete floor and to 10 and 14 cm respectively thick wall shows what protective measures and necessary if ambient temperature and that of concrete are read at time of casting.
Winter concreting
Vinterbetong
Mortensen, P. (Autor:in)
Cement and Betong ; 41
1966
15 pages
Aufsatz (Zeitschrift)
Schwedisch
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Engineering Index Backfile | 1937
|Engineering Index Backfile | 1967
Engineering Index Backfile | 1965
|Online Contents | 1986