{"title":"Concrete as a factor in reinforced concrete buildings collapse in Burundi","authors":"E. Mikerego, J. Ndikumana","doi":"10.26518/2071-7296-2022-19-2-300-306","DOIUrl":null,"url":null,"abstract":"Introduction. This paper presents the results of the assessment in-situ of the involvement of the concrete in the collapse of reinforced concrete buildings in Burundi.Materials and Methods. The study consisted in the identification of the compressive strengths of the concrete structural elements of the reinforced concrete buildings under study. The compressive strengths were identified on the columns, beams and slabs using an industrial SCHMIDT 2000 sclerometer according to the protocol described in NF EN 12504-2(2003). Seventeen (17) three-storey buildings under construction were studied. For each building involved in the study, the reinforced concrete bearing elements of the first floor were studied. The results obtained were classified according to the cement grades (32.5) and (42.5) that were used in the studied buildings. A comparison of the compressive strengths obtained in-situ was established in relation to the normative values according to the cement grade used. The reliability of the obtained results was confirmed by the correlation between the results obtained in the laboratory conditions on the reinforced concrete experimental samples.Results. This study showed that in Burundi up to 100% of collapses are caused by privately built structures. It was proved that the compressive strengths of 100% of the columns, 82% of the beams and 82% of the slabs that were made with a low-grade cement (32.5) had compressive strengths lower than the normative value (25MPa). In addition, the compressive strengths of 50% of the columns, 50% of the beams and 84% of the slabs made with a high-grade cement (42.5) were also proved to have compressive strengths lower than the normative values (35MPa).Discussion and conclusion. In this study, the reliability of the results obtained by sclerometer test in-situ on the reinforced concrete buildings has been proved. Concrete has been shown to be a factor in the collapse of privately built reinforced concrete buildings in Burundi. Low-grade cement was observed to have a high impact in the collapse of reinforced concrete structures than the high-grade one. Therefore, as a recommendation, the process of building reinforced concrete buildings in Burundi needs to be regulated and controlled.","PeriodicalId":32892,"journal":{"name":"Vestnik SibADI","volume":" ","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2022-05-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Vestnik SibADI","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.26518/2071-7296-2022-19-2-300-306","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
Introduction. This paper presents the results of the assessment in-situ of the involvement of the concrete in the collapse of reinforced concrete buildings in Burundi.Materials and Methods. The study consisted in the identification of the compressive strengths of the concrete structural elements of the reinforced concrete buildings under study. The compressive strengths were identified on the columns, beams and slabs using an industrial SCHMIDT 2000 sclerometer according to the protocol described in NF EN 12504-2(2003). Seventeen (17) three-storey buildings under construction were studied. For each building involved in the study, the reinforced concrete bearing elements of the first floor were studied. The results obtained were classified according to the cement grades (32.5) and (42.5) that were used in the studied buildings. A comparison of the compressive strengths obtained in-situ was established in relation to the normative values according to the cement grade used. The reliability of the obtained results was confirmed by the correlation between the results obtained in the laboratory conditions on the reinforced concrete experimental samples.Results. This study showed that in Burundi up to 100% of collapses are caused by privately built structures. It was proved that the compressive strengths of 100% of the columns, 82% of the beams and 82% of the slabs that were made with a low-grade cement (32.5) had compressive strengths lower than the normative value (25MPa). In addition, the compressive strengths of 50% of the columns, 50% of the beams and 84% of the slabs made with a high-grade cement (42.5) were also proved to have compressive strengths lower than the normative values (35MPa).Discussion and conclusion. In this study, the reliability of the results obtained by sclerometer test in-situ on the reinforced concrete buildings has been proved. Concrete has been shown to be a factor in the collapse of privately built reinforced concrete buildings in Burundi. Low-grade cement was observed to have a high impact in the collapse of reinforced concrete structures than the high-grade one. Therefore, as a recommendation, the process of building reinforced concrete buildings in Burundi needs to be regulated and controlled.
介绍本文介绍了布隆迪钢筋混凝土建筑倒塌中混凝土参与的现场评估结果。材料和方法。该研究包括确定所研究的钢筋混凝土建筑的混凝土结构元件的抗压强度。根据NF EN 12504-2(2003)中描述的方案,使用工业SCHMIDT 2000硬度计确定柱、梁和板的抗压强度。研究了十七(17)栋在建三层建筑。对于研究中涉及的每栋建筑,都对一楼的钢筋混凝土承重构件进行了研究。根据研究建筑中使用的水泥等级(32.5)和(42.5)对获得的结果进行分类。根据使用的水泥等级,将现场获得的抗压强度与标准值进行比较。在实验室条件下对钢筋混凝土实验样品获得的结果之间的相关性证实了所获得结果的可靠性。后果这项研究表明,在布隆迪,高达100%的坍塌是由私人建造的结构引起的。结果表明,用低标号水泥(32.5)制成的100%的柱、82%的梁和82%的板的抗压强度低于标准值(25MPa)。此外,用高级水泥(42.5)制成的50%的柱、50%的梁和84%的板的抗压强度也被证明低于标准值(35MPa)。讨论和结论。本研究证明了钢筋混凝土建筑现场硬度计试验结果的可靠性。混凝土已被证明是布隆迪私人建造的钢筋混凝土建筑倒塌的一个因素。低标号水泥对钢筋混凝土结构倒塌的影响比高标号水泥大。因此,作为一项建议,布隆迪建设钢筋混凝土建筑的过程需要得到规范和控制。