Evaluation of the Quality of Ready-Mixed Concrete Used in Building Controlled Structures after Electronic Concrete Monitoring System

Year 2024, Volume: 14 Issue: 2, 189 - 194, 24.12.2024

Mehmet Taha Çelik , Servet Yıldız , Mehmet Emiroğlu

Abstract

It is of great importance that the buildings are built as earthquake resistant in our country where there is an earthquake risk. Iron and concrete designs are at the forefront of the determining parameters in the earthquake resistance of buildings. With the widespread use of ready mixed concrete system in our country, great improvements have been achieved in concrete quality. The quality of concrete is directly related to its production properties as well as its compressive strength. Accordingly, the production of high-quality and high-quality ready-mixed concrete in the construction sector has come to the fore in recent years. According to the building inspection law that came into force, the sensitivity of building inspection organizations on the strength of concrete classes has also increased.
The Electronic Concrete Monitoring System (EBIS), in which concrete samples are monitored electronically for the first time in the world, was put into use in order to prevent abuses in the ready mixed concrete inspections of the buildings. Although the results obtained show that there is no problem in the compressive strength results of the ready mixed concrete used in the buildings under construction control, the points to be considered in concrete quality were encountered and these issues were emphasized.

Keywords

Compressive Strength , Building Inspection , Ready-Mixed Concrete , EBIS

References

• [1] İ.B. Topçu, Ö. Ateşin, “Kütahya’da Üretilen Betonların İstatistiksel Değerlendirmesi,” Dumlupınar Üniversitesi Fen Bilimleri Enstitüsü Dergisi, sayı. 30, s. 39-45, Nisan 2013.
• [2] K. Güçlüer, O. Günaydın, Ö.F. Tekin, M.F. Şahan, “Farklı Tipte Agrega Kullanımının Betonun Mekanik Özelliklerine Etkisinin Araştırılması,” Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi, cilt. 6, sayı. 1, s. 107-114, 2017.
• [3] Y. Kaya, “Çipli Beton Sistemine Yedi Gün Sonra Geçiliyor,” İnşaport Sitesi, [Çevrimiçi]. Mevcut: https://www.insaport.com/haberler/cipli-beton-sistemine-7-gun-sonra-geciliyor. [Erişim: 29 Aralık 2023].
• [4] P.K. Mehta, J.M.P. Monteıro, “Concrete,” Microstructure-Properties and Materials, Mc Graw Hill, (3rd ed.), 2006.
• [5] B. Öztoprak, Ş. Sözen, M. Çavuş, “Bolu Bölgesindeki Hazır Beton Tesislerinin Durumu ve Beton Kalitesini Etkileyen Faktörler,” Gaziosmanpaşa Bilimsel Araştırma Dergisi, cilt. 7, sayı. 3, s. 1-1, Ekim 2018.
• [6] A. Ergün, V. Başaran, “Afyonkarahisar’da Üretilen Hazır Beton Kalitelerinin Değerlendirilmesi,” Afyonkarahisar Üniversitesi Fen Bilimleri Dergisi, sayı. 2010-02, s. 51-58, 2011.
• [7] H. Doğan, “Elektronik Beton İzleme Sistemi Sonrası Yapı Denetimli Yapılarda Kullanılan Hazır Beton Kalitesinin Isparta İli Ölçeğinde Değerlendirilmesi,” Gümüşhane Üniversitesi Fen Bilimleri Enstitüsü Dergisi, cilt. 10, sayı. 4, s. 1111-1120, 2020.
• [8] Çevre Şehircilik ve İklim Değişikliği Bakanlığı, “ Elektronik Beton İzleme Sistemi (EBİS) Gelişmeler ve Son Durum,” Hazır Beton Dergisi, s. 68-69, 2020.