Научная статья на тему 'INFLUENCE OF DRY AND HOT CLIMATE ON CONCRETE AND REINFORCED CONCRETE STRUCTURES'

INFLUENCE OF DRY AND HOT CLIMATE ON CONCRETE AND REINFORCED CONCRETE STRUCTURES Текст научной статьи по специальности «Строительство и архитектура»

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Ключевые слова
relative humidity / macro porosity / hydration

Аннотация научной статьи по строительству и архитектуре, автор научной работы — Bakhromjon Adhamovich Otakulov, Dilfuza Tillavoldiyevna Sobirova, Madinakhon Tolib Qizi Yokubova

The article discusses the problems of maintenance of concrete in hot and cold periods of the year and its negative consequences.

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Текст научной работы на тему «INFLUENCE OF DRY AND HOT CLIMATE ON CONCRETE AND REINFORCED CONCRETE STRUCTURES»

INFLUENCE OF DRY AND HOT CLIMATE ON CONCRETE AND REINFORCED CONCRETE STRUCTURES

Bakhromjon Adhamovich Dilfuza Tillavoldiyevna Madinakhon Tolib qizi Otakulov Sobirova Yokubova

Fergana Polytechnic Institute

ABSTRACT

The article discusses the problems of maintenance of concrete in hot and cold periods of the year and its negative consequences.

Key words: relative humidity, macro porosity, hydration

In the summer, when the temperature reaches 40-500 C and the relative humidity is low (10-20%), the construction of buildings and structures, concrete and reinforced concrete structures is very inconvenient.

Currently, measures based on the long-term durability of concrete in dry climates are being studied, focusing on their durability. In the hot periods of the year, in conditions of low relative humidity, as soon as the concrete is laid, water escapes, which leads to the destruction of its structure.

When concrete freezes, the volume of water in the concrete pores increases, leading to the destruction of the structure in it, and the process of hydration of the cement is partially or completely stopped. As a result of the evaporation of water as a structural element, micro and even macro pores are formed in the concrete, and the structure remains defective. The hydration processes of cement are incomplete and the concrete does not have the appropriate physical and mechanical properties. In this regard, in the manufacture of prefabricated reinforced concrete structures have to address complex issues of water leakage of concrete, protection from the effects of solar radiation and the like. In order to improve the quality of construction in dry hot climates, it is necessary to set requirements for the building materials industry to increase the production of high-strength, fast-setting cements, coarse and fine aggregates.

Given the lack of high-quality natural coarse aggregates and the effectiveness of the use of porous aggregates in dry climates, it is necessary to expand their production.

Dry and hot weather greatly complicates the technology of concrete work; water consumption for concrete mix increases with increasing temperature; quickly loses its mobility when transporting the concrete mix or storing it until it is laid; cracks harden in hardened concrete; under the influence of solar radiation, an uneven area of motion is formed in the structures; the conditions of concrete work become more complicated, their cost increases, and other results occur.

It is known that the concrete mixture quickly loses its mobility as a result of acceleration of hydration and biting of cement in hot and dry weather. This is caused by high temperatures, evaporation of the solidification water. As a result, the mobility of the concrete mix is not ensured, the accepted conditions of transportation and laying, as well as the conditions of surface treatment of structures are violated. During the dry and hot weather of the year, the time from preparation of the concrete mix to the end of its laying should be as short as possible and should be 30-60 minutes for temperature t = 250 C, and 15-30 minutes for temperature t = 300 C, temperature t = 250 C. should not exceed 10-15 minutes for. The factor influencing the rapid change in the consistency of the mixture over time is the high temperature and the consequent acceleration of hydration and biting of the cement, while the escape of concrete water remains a secondary factor.

Among the above-mentioned negative consequences of dry and hot weather, a large amount of water leakage due to insufficient care of the newly laid concrete is a special case.The rapid evaporation of water from the concrete body depends on the composition of the concrete mix, the amount of hardening water, the ratio of water and cement, the type of cement and other factors. Under certain conditions, the concrete mix will collapse considerably, which will have negative consequences. When the evaporation rate is 0.7kg / m2, the maximum sinking is 3.5-3.6mm / m, 3.9-4.0 mm / m at 0.8 kg / m2, and 4.5mm / m at 0.85 kg / m2. Poorly maintained and poorly laid concrete loses 50-70% of its hardening water during the first night and day, with the bulk of it leaving the bulk of the concrete in the first 6-7 hours of hardening.

Such excessive water leakage results in the compaction of new structures, which reduces the ingress of moisture into the unhydrated portion of the cement grains, resulting in some or complete cessation of hydration of the cement in the hardened concrete, deterioration of the concrete and other properties.

Rapid evaporation of water from freshly laid concrete leads to an increase in settling, which is a process that leads to structural failure in dry and hot climates, significantly deteriorating the structure and physical and mechanical properties of concrete, and causing premature cracking of hardened concrete. The harmful effects of dry and hot climates not only make it difficult to carry out concrete work, but also adversely affect the use of concrete and reinforced concrete structures.

In such unfavorable conditions, measures are taken to retain moisture, for example, regular watering is carried out, preservatives such as moistened material, sawdust are applied.

REFERENCES

1. Khomidjonovich, K. B. (2021). Lock Paint Materials. International Journal of Discoveries and Innovations in Applied Sciences, 1(5), 98-99.

2. Бахромов, М. М., Отакулов, Б. А., & Рахимов, Э. Х. У. (2019). Определение сил негативного трения при оттаивании околосвайного грунта. European science, (1 (43)).

3. Абдукаримов, Б. А., Отакулов, Б. А., Рахмоналиев, С. М. У., & Муродалиева, Н. А. К. (2019). Способы снижения аэродинамического сопротивления калориферов в системе воздушного отопления ткацких производств и вопросы расчета их тепловых характеристик. Достижения науки и образования, (2 (43)).

4. Юсупов, А. Р., Милладжонова, З. Р., Отакулов, Б. А., & Рахимов, Э. Х. У. (2019). К расчёту неравнопрочных термогрунтовых тел на сдвигающие нагрузки. Достижения науки и образования, (2 (43)).

5. Мирзажонов, М. А., & Отакулов, Б. А. (2018). ВЛИЯНИЕ НА ПРОЧНОСТЬ КОНТАКТНОЙ ЗОНЫ РАБОЧЕГО СТЫКА ВРЕМЕНИ ВЫДЕРЖКИ НОВОГО БЕТОНА. In XLIII INTERNATIONAL SCIENTIFIC AND PRACTICAL CONFERENCE" INTERNATIONAL SCIENTIFIC REVIEW OF THE PROBLEMS AND PROSPECTS OF MODERN SCIENCE AND EDUCATION" (pp. 22-24).

6. Мирзажонов, М. А., & Отакулов, Б. А. (2018). Восстановление разрушенных частей бетонных и железобетонных конструкций. Достижения науки и образования, (13 (35)).

7. Xalimjon o'gli, S. J. (2021). INFLUENCE ON DURABILITY OF CONTACT ZONE OF WORKING JOINT TIME OF THE ENDURANCE OF A NEW CONCRETE. EPRA International Journal of Environmental Economics, Commerce and Educational Management, 8(5), 1-2.

8. Otakulov, B. A., Abdullayev, I. A., & Sultonov, K. S. O. (2021). RAW MATERIAL BASE OF CONSTRUCTION MATERIALS AND USE OF INDUSTRIAL WASTE. Scientific progress, 2(6), 1609-1612.

9. Tulaganov, A., Hodjaev, S., Sultanov, A., Tulaganov, B., Otakulov, B., Hodjaev, N., & Abdasov, D. (2021). FESTIGKEITSBESCHREIBUNG DES SCHWERBETONS AUF ALKALISCHLACKEN-BINDEMITTEL. The Scientific-Practice Journal of Architecture, Construction and Design, 1(1), 5.

10. Abobakirovich, A. B., Adhamovich, O. B., Ugli, M. B. I., & Qizi, M. N. A. (2019). Increasing the efficiency of solar air heaters in free convection conditions. Достижения науки и образования, (2 (43)).

11. Abdukarimov, B. А., Otakulov, B. А., Mahsitaliyev, B. I., & Murodaliyeva, N. А. (2019). INCREASING THE EFFICIENCY OF SOLAR AIR HEATERS IN FREE CONVECTION CONDITIONS. Достижения науки и образования, (2), 26-27.

12. Otakulov, B. A., Karimova, M. I. Q., & Abdullayev, I. A. (2021). USE OF MINERAL WOOL AND ITS PRODUCTS IN THE CONSTRUCTION OF BUILDINGS AND STRUCTURES. Scientific progress, 2(6), 1880-1882.

13. Otakulov, B. A., Abdullayev, I. A., & Toshpulatov, J. O. O. (2021). IMPORTANCE OF HEAT-RESISTANT CONCRETE IN CONSTRUCTION. Scientific progress, 2(6), 1613-1616.

14. Solijon o'g'li, S. H. (2021). ANALYSIS OF COMPOSITIVE ARMATURES. EPRA International Journal of Multidisciplinary Research, 7(5), 494496.

15. Adhamovich, O. B., & Saydi-axmadovich, Y. B. J. EFFECT OF POLYMERY MONOMORES ON THE STRENGTH OF OLD AND CONCRETE CONCRETES.

16. Otakulov, B. A., Isoyev, Y. A., & Salimjonov, J. H. O. G. L. (2021). ABOUT MONOLITHIC REINFORCED CONCRETE STRUCTURES IN CONSTRUCTION. Scientific progress, 2(7), 722-724.

17. Otakulov, B. A., Isoyev, Y. A., & Salimjonov, J. H. O. G. L. (2021). THE SCIENCE OF BUILDING MATERIALS TAKES PLACE IN ARCHITECTURE. Scientific progress, 2(7), 725-727.

18. Otakulov, B. A., Isoyev, Y. A., & Salimjonov, J. H. O. G. L. (2021). WAYS TO SAVE CERAMICS AND FIRE BUILDING MATERIALS. Scientific progress, 2(7), 718-721.

19. Otakulov, B. A., Isoyev, Y. A., & Sailimjonov, J. X. O. G. L. (2021). IMPROVING THE EARTHQUAKE RESISTANCE AND HEAT RESISTANCE OF BUILDINGS BUILT OF MODERN ENERGY-SAVING MATERIALS. Scientific progress, 2(7), 117-120.

20. Xalikova, I. (2021, March). THE ESTABLISHMENT AND DEVELOPMENT OF JADID NEW METHOD SCHOOLS IN FERGHANA VALLEY. In Конференции.

21. SOBIROVA, D., & MILLADJONOVA, Z. Determination of the Bearing Capacity of Flexible Reinforced Concrete Beams of Rectangular Section with a One-sided Compression Flange on the Boundary Conditions of Concrete and Reinforcement. International Journal of Innovations in Engineering Research and Technology, 7(12), 122-124.

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