FORMULATION OF SELF-COMPACTING CONCRETE USING RAW MATERIALS OF THE NORTH CAUCASUS
Aim. The paper considers the issues associated with the development of formulations of self-compacting concrete.Methods. The basis of the preparation of such concrete is necessary to use effective modern modifiers that improve the rheological properties of the concrete mix and promote enhancement of...
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Format: | Article |
Language: | Russian |
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Dagestan State Technical University
2016-12-01
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Series: | Вестник Дагестанского государственного технического университета: Технические науки |
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Online Access: | https://vestnik.dgtu.ru/jour/article/view/316 |
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author | S.-A. Y. Murtazaev M. Sh. Salamanova M. S. Hubaev |
author_facet | S.-A. Y. Murtazaev M. Sh. Salamanova M. S. Hubaev |
author_sort | S.-A. Y. Murtazaev |
collection | DOAJ |
description | Aim. The paper considers the issues associated with the development of formulations of self-compacting concrete.Methods. The basis of the preparation of such concrete is necessary to use effective modern modifiers that improve the rheological properties of the concrete mix and promote enhancement of its physical - mechanical parameters, and fine mineral powders of natural origin. Particular attention is paid to aggregate the results of obtaining graded aggregate obtained by mixing large and small Alagir Chervlensk sand.Results. Cements studied various manufacturers have been allocated the most appropriate of them, it is Portland cement CEM I 42,5N «Chechensemen» and «Novoroscement». Crushed granite was used from diabase rock fractions of 5-20 mm, which was purchased for testing of the RNO-Alaniya. Developed formulations self-compacting concrete, characterized by an intensive set of concrete strength in the early days of its hardening: at the age of 7 days RSZH concrete reaches up to 80% of project strength.Conclusion. The results of the research in this area showed that the raw material potential of North Caucasus Federal District produces selfcompacting concrete class B 25 and B90 and later for monolithic construction, including high-rise. |
first_indexed | 2024-03-12T04:27:59Z |
format | Article |
id | doaj.art-81af7cf61e6b4f0cbdfb5cbf530f0368 |
institution | Directory Open Access Journal |
issn | 2073-6185 2542-095X |
language | Russian |
last_indexed | 2024-03-12T04:27:59Z |
publishDate | 2016-12-01 |
publisher | Dagestan State Technical University |
record_format | Article |
series | Вестник Дагестанского государственного технического университета: Технические науки |
spelling | doaj.art-81af7cf61e6b4f0cbdfb5cbf530f03682023-09-03T10:15:25ZrusDagestan State Technical UniversityВестник Дагестанского государственного технического университета: Технические науки2073-61852542-095X2016-12-0142319320210.21822/2073-6185-2016-42-3-193-202300FORMULATION OF SELF-COMPACTING CONCRETE USING RAW MATERIALS OF THE NORTH CAUCASUSS.-A. Y. Murtazaev0M. Sh. Salamanova1M. S. Hubaev2Грозненский государственный нефтяной технический университет имени академика М.Д. МиллионщиковаГрозненский государственный нефтяной технический университет имени академика М.Д. МиллионщиковаГрозненский государственный нефтяной технический университет имени академика М.Д. МиллионщиковаAim. The paper considers the issues associated with the development of formulations of self-compacting concrete.Methods. The basis of the preparation of such concrete is necessary to use effective modern modifiers that improve the rheological properties of the concrete mix and promote enhancement of its physical - mechanical parameters, and fine mineral powders of natural origin. Particular attention is paid to aggregate the results of obtaining graded aggregate obtained by mixing large and small Alagir Chervlensk sand.Results. Cements studied various manufacturers have been allocated the most appropriate of them, it is Portland cement CEM I 42,5N «Chechensemen» and «Novoroscement». Crushed granite was used from diabase rock fractions of 5-20 mm, which was purchased for testing of the RNO-Alaniya. Developed formulations self-compacting concrete, characterized by an intensive set of concrete strength in the early days of its hardening: at the age of 7 days RSZH concrete reaches up to 80% of project strength.Conclusion. The results of the research in this area showed that the raw material potential of North Caucasus Federal District produces selfcompacting concrete class B 25 and B90 and later for monolithic construction, including high-rise.https://vestnik.dgtu.ru/jour/article/view/316самоуплотняющиеся бетоныминеральные порошкихимические модификаторыфракционированный заполнителькварцевый порошоквысокопрочный бетонпроницаемостьуникальные зданиявысотное строительстводолговечность бетонагранулометрический состав |
spellingShingle | S.-A. Y. Murtazaev M. Sh. Salamanova M. S. Hubaev FORMULATION OF SELF-COMPACTING CONCRETE USING RAW MATERIALS OF THE NORTH CAUCASUS Вестник Дагестанского государственного технического университета: Технические науки самоуплотняющиеся бетоны минеральные порошки химические модификаторы фракционированный заполнитель кварцевый порошок высокопрочный бетон проницаемость уникальные здания высотное строительство долговечность бетона гранулометрический состав |
title | FORMULATION OF SELF-COMPACTING CONCRETE USING RAW MATERIALS OF THE NORTH CAUCASUS |
title_full | FORMULATION OF SELF-COMPACTING CONCRETE USING RAW MATERIALS OF THE NORTH CAUCASUS |
title_fullStr | FORMULATION OF SELF-COMPACTING CONCRETE USING RAW MATERIALS OF THE NORTH CAUCASUS |
title_full_unstemmed | FORMULATION OF SELF-COMPACTING CONCRETE USING RAW MATERIALS OF THE NORTH CAUCASUS |
title_short | FORMULATION OF SELF-COMPACTING CONCRETE USING RAW MATERIALS OF THE NORTH CAUCASUS |
title_sort | formulation of self compacting concrete using raw materials of the north caucasus |
topic | самоуплотняющиеся бетоны минеральные порошки химические модификаторы фракционированный заполнитель кварцевый порошок высокопрочный бетон проницаемость уникальные здания высотное строительство долговечность бетона гранулометрический состав |
url | https://vestnik.dgtu.ru/jour/article/view/316 |
work_keys_str_mv | AT saymurtazaev formulationofselfcompactingconcreteusingrawmaterialsofthenorthcaucasus AT mshsalamanova formulationofselfcompactingconcreteusingrawmaterialsofthenorthcaucasus AT mshubaev formulationofselfcompactingconcreteusingrawmaterialsofthenorthcaucasus |