Mitigation of Corrosion Initiated by Cl<sup>−</sup> and SO<sub>4</sub><sup>2−</sup>-ions in Blast Furnace Cement Concrete Mixed with Sea Water
The use of blast furnace cement is an effective way to meet the requirements of sustainable development. However, CEM III/C is characterized by slow strength gain. The problem can be worse for plasticized reinforced blast furnace cement concretes mixed with sea water in view of shorter durability. T...
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2022-04-01
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Online Access: | https://www.mdpi.com/1996-1944/15/9/3003 |
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author | Pavel Krivenko Igor Rudenko Oleksandr Konstantynovskyi Danutė Vaičiukynienė |
author_facet | Pavel Krivenko Igor Rudenko Oleksandr Konstantynovskyi Danutė Vaičiukynienė |
author_sort | Pavel Krivenko |
collection | DOAJ |
description | The use of blast furnace cement is an effective way to meet the requirements of sustainable development. However, CEM III/C is characterized by slow strength gain. The problem can be worse for plasticized reinforced blast furnace cement concretes mixed with sea water in view of shorter durability. The mitigation of corrosion in plasticized blast furnace cement concretes mixed with sea water can be provided through a composition of minor additional constituents, with percentage by mass of the main constituents: alkali metal compounds, 2…3; calcium aluminate cement, 1; clinoptilolite, 1. The alkali metal compounds are known to activate hydraulic properties of ground granulated blast furnace slag. A calcium aluminate cement promotes the accelerated chemical binding of Cl<sup>−</sup> and SO<sub>4</sub><sup>2−</sup>-ions with the formation of Kuzel’s salt. A clinoptilolite occludes these aggressive ions. The positive effects of the mentioned minor additional constituents in the blast furnace cement were supported by the increased early strength gain and the higher structural density, as well as by a good state of steel reinforcement, in the plasticized concretes mixed with sea water. |
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issn | 1996-1944 |
language | English |
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spelling | doaj.art-b9383bee0a734c21bf16c09db9cc9fc72023-11-23T08:36:37ZengMDPI AGMaterials1996-19442022-04-01159300310.3390/ma15093003Mitigation of Corrosion Initiated by Cl<sup>−</sup> and SO<sub>4</sub><sup>2−</sup>-ions in Blast Furnace Cement Concrete Mixed with Sea WaterPavel Krivenko0Igor Rudenko1Oleksandr Konstantynovskyi2Danutė Vaičiukynienė3Scientific Research Institute for Binders and Materials, Kyiv National University of Construction and Architecture, Povitroflotskyi Prospect 31, 03037 Kyiv, UkraineScientific Research Institute for Binders and Materials, Kyiv National University of Construction and Architecture, Povitroflotskyi Prospect 31, 03037 Kyiv, UkraineScientific Research Institute for Binders and Materials, Kyiv National University of Construction and Architecture, Povitroflotskyi Prospect 31, 03037 Kyiv, UkraineFaculty of Civil Engineering and Architecture, Kaunas University of Technology, Studentu St. 48, LT-51367 Kaunas, LithuaniaThe use of blast furnace cement is an effective way to meet the requirements of sustainable development. However, CEM III/C is characterized by slow strength gain. The problem can be worse for plasticized reinforced blast furnace cement concretes mixed with sea water in view of shorter durability. The mitigation of corrosion in plasticized blast furnace cement concretes mixed with sea water can be provided through a composition of minor additional constituents, with percentage by mass of the main constituents: alkali metal compounds, 2…3; calcium aluminate cement, 1; clinoptilolite, 1. The alkali metal compounds are known to activate hydraulic properties of ground granulated blast furnace slag. A calcium aluminate cement promotes the accelerated chemical binding of Cl<sup>−</sup> and SO<sub>4</sub><sup>2−</sup>-ions with the formation of Kuzel’s salt. A clinoptilolite occludes these aggressive ions. The positive effects of the mentioned minor additional constituents in the blast furnace cement were supported by the increased early strength gain and the higher structural density, as well as by a good state of steel reinforcement, in the plasticized concretes mixed with sea water.https://www.mdpi.com/1996-1944/15/9/3003blast furnace cementcorrosionminor additional constituentsea water |
spellingShingle | Pavel Krivenko Igor Rudenko Oleksandr Konstantynovskyi Danutė Vaičiukynienė Mitigation of Corrosion Initiated by Cl<sup>−</sup> and SO<sub>4</sub><sup>2−</sup>-ions in Blast Furnace Cement Concrete Mixed with Sea Water Materials blast furnace cement corrosion minor additional constituent sea water |
title | Mitigation of Corrosion Initiated by Cl<sup>−</sup> and SO<sub>4</sub><sup>2−</sup>-ions in Blast Furnace Cement Concrete Mixed with Sea Water |
title_full | Mitigation of Corrosion Initiated by Cl<sup>−</sup> and SO<sub>4</sub><sup>2−</sup>-ions in Blast Furnace Cement Concrete Mixed with Sea Water |
title_fullStr | Mitigation of Corrosion Initiated by Cl<sup>−</sup> and SO<sub>4</sub><sup>2−</sup>-ions in Blast Furnace Cement Concrete Mixed with Sea Water |
title_full_unstemmed | Mitigation of Corrosion Initiated by Cl<sup>−</sup> and SO<sub>4</sub><sup>2−</sup>-ions in Blast Furnace Cement Concrete Mixed with Sea Water |
title_short | Mitigation of Corrosion Initiated by Cl<sup>−</sup> and SO<sub>4</sub><sup>2−</sup>-ions in Blast Furnace Cement Concrete Mixed with Sea Water |
title_sort | mitigation of corrosion initiated by cl sup sup and so sub 4 sub sup 2 sup ions in blast furnace cement concrete mixed with sea water |
topic | blast furnace cement corrosion minor additional constituent sea water |
url | https://www.mdpi.com/1996-1944/15/9/3003 |
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