预制大苏式面板系统混凝土耐久性评价

IF 0.9 Q3 ENGINEERING, MULTIDISCIPLINARY

Revista Facultad De Ingenieria-universidad De Antioquia Pub Date : 2020-06-18 DOI:10.19053/01211129.v29.n54.2020.10486

Y. Socarrás-Cordoví, Liliana González-Díaz, Eduardo Álvarez-Deulofeu, Mayra González-Fernández, Estrella Roca-Fernández, Raúl Torres-Shoembert

{"title":"预制大苏式面板系统混凝土耐久性评价","authors":"Y. Socarrás-Cordoví, Liliana González-Díaz, Eduardo Álvarez-Deulofeu, Mayra González-Fernández, Estrella Roca-Fernández, Raúl Torres-Shoembert","doi":"10.19053/01211129.v29.n54.2020.10486","DOIUrl":null,"url":null,"abstract":"The durability of the concrete of the precast Great Soviet Panel system is valued through the resistance to compression, ultrasonic pulse velocity, surface methods, humidity and potential of corrosion. The evaluation is approached, essentially, through experimental and statistical methods, nevertheless, historical-logical and technical methods, such as surveys and interviews, are used in order to gather a bigger amount of information on the resistance to compression of the elements in the original project. While analyzing the results, we can conclude that, in elements in a good technical-constructive state that conform the constructions in exploitation, concrete has an average resistance. However, in elements with the presence of pathological damages, the resistance is low due to the fact that elements show chemical deterioration processes caused by water exposure, which generates the formation of soluble paste compounds, loss of mass, and decrease in mechanical resistance, among other alterations. At the same time, carbonation of concrete is 1 M. Sc. Universidad de Oriente (Santiago de Cuba, Cuba). yamila@uo.edu.cu. ORCID: 0000-0002-3198-3543 2 Ph. D. Universidad de Oriente (Santiago de Cuba, Cuba). liliana@uo.edu.cu. ORCID: 0000-0002-5606-982X 3 Ph. D. Universidad de Oriente (Santiago de Cuba, Cuba). ealvarez@uo.edu.cu.ORCID: 0000-0003-1819-263X 4 M. Sc. Universidad de Oriente (Santiago de Cuba, Cuba). mayra@uo.edu.cu. ORCID: 0000-0002-4788-3184 5 M. Sc. Universidad de Oriente (Santiago de Cuba, Cuba). estrella@uo.edu.cu. ORCID: 0000-0003-0372-1922 6 Universidad de Oriente (Santiago de Cuba, Cuba). ORCID: 0000-0002-4410-4253 Valuation of the Durability of the Concrete Used in the Precast Great Soviet Panel System Revista Facultad de Ingeniería (Rev. Fac. Ing.) Vol. 29 (54), e10486. 2020. Tunja-Boyacá, Colombia. L-ISSN: 0121-1129, e-ISSN: 2357-5328, DOI: https://doi.org/10.19053/01211129.v29.n54.2020.10486 triggered, which, in turn, causes the corrosion of the reinforcing steel. This corrosion leads to the cracking of concrete, delamination of steel, decrease of the concretesteel adhesion, and other manifestations that affect the durability of concrete. Therefore, the incidence of the durability of concrete should be valued in the structural seismic behavior of constructions.","PeriodicalId":21428,"journal":{"name":"Revista Facultad De Ingenieria-universidad De Antioquia","volume":null,"pages":null},"PeriodicalIF":0.9000,"publicationDate":"2020-06-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"5","resultStr":"{\"title\":\"Valuation of the Durability of the Concrete Used in the Precast Great Soviet Panel System\",\"authors\":\"Y. Socarrás-Cordoví, Liliana González-Díaz, Eduardo Álvarez-Deulofeu, Mayra González-Fernández, Estrella Roca-Fernández, Raúl Torres-Shoembert\",\"doi\":\"10.19053/01211129.v29.n54.2020.10486\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The durability of the concrete of the precast Great Soviet Panel system is valued through the resistance to compression, ultrasonic pulse velocity, surface methods, humidity and potential of corrosion. The evaluation is approached, essentially, through experimental and statistical methods, nevertheless, historical-logical and technical methods, such as surveys and interviews, are used in order to gather a bigger amount of information on the resistance to compression of the elements in the original project. While analyzing the results, we can conclude that, in elements in a good technical-constructive state that conform the constructions in exploitation, concrete has an average resistance. However, in elements with the presence of pathological damages, the resistance is low due to the fact that elements show chemical deterioration processes caused by water exposure, which generates the formation of soluble paste compounds, loss of mass, and decrease in mechanical resistance, among other alterations. At the same time, carbonation of concrete is 1 M. Sc. Universidad de Oriente (Santiago de Cuba, Cuba). yamila@uo.edu.cu. ORCID: 0000-0002-3198-3543 2 Ph. D. Universidad de Oriente (Santiago de Cuba, Cuba). liliana@uo.edu.cu. ORCID: 0000-0002-5606-982X 3 Ph. D. Universidad de Oriente (Santiago de Cuba, Cuba). ealvarez@uo.edu.cu.ORCID: 0000-0003-1819-263X 4 M. Sc. Universidad de Oriente (Santiago de Cuba, Cuba). mayra@uo.edu.cu. ORCID: 0000-0002-4788-3184 5 M. Sc. Universidad de Oriente (Santiago de Cuba, Cuba). estrella@uo.edu.cu. ORCID: 0000-0003-0372-1922 6 Universidad de Oriente (Santiago de Cuba, Cuba). ORCID: 0000-0002-4410-4253 Valuation of the Durability of the Concrete Used in the Precast Great Soviet Panel System Revista Facultad de Ingeniería (Rev. Fac. Ing.) Vol. 29 (54), e10486. 2020. Tunja-Boyacá, Colombia. L-ISSN: 0121-1129, e-ISSN: 2357-5328, DOI: https://doi.org/10.19053/01211129.v29.n54.2020.10486 triggered, which, in turn, causes the corrosion of the reinforcing steel. This corrosion leads to the cracking of concrete, delamination of steel, decrease of the concretesteel adhesion, and other manifestations that affect the durability of concrete. Therefore, the incidence of the durability of concrete should be valued in the structural seismic behavior of constructions.\",\"PeriodicalId\":21428,\"journal\":{\"name\":\"Revista Facultad De Ingenieria-universidad De Antioquia\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.9000,\"publicationDate\":\"2020-06-18\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"5\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Revista Facultad De Ingenieria-universidad De Antioquia\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.19053/01211129.v29.n54.2020.10486\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, MULTIDISCIPLINARY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Revista Facultad De Ingenieria-universidad De Antioquia","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.19053/01211129.v29.n54.2020.10486","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}

引用次数: 5

摘要

预制大苏维埃面板系统的混凝土耐久性是通过抗压缩、超声波脉冲速度、表面方法、湿度和腐蚀潜力来评估的。评估基本上是通过实验和统计方法进行的，然而，使用历史逻辑和技术方法，例如调查和访谈，以便收集更多关于原始项目中元素抗压缩性的信息。通过对结果的分析，我们可以得出结论，在符合开发结构的良好技术构造状态下，混凝土具有平均阻力。然而，在存在病理性损伤的元素中，由于元素暴露在水中导致化学变质过程，从而产生可溶性糊状化合物的形成，质量损失和机械阻力降低等变化，因此电阻较低。同时，混凝土碳化是1 M. Sc. universsidad de orientente (Santiago de Cuba, Cuba)。yamila@uo.edu.cu。2东方大学(古巴圣地亚哥)博士学位。liliana@uo.edu.cu。3东方大学(古巴圣地亚哥)博士学位。ealvarez@uo.edu.cu.ORCID: 0000-0003-1819-263X 4东方大学(古巴圣地亚哥)硕士。mayra@uo.edu.cu。5 .东方大学(古巴圣地亚哥分校)理学硕士。estrella@uo.edu.cu。6东方大学(古巴圣地亚哥)。预制大苏联面板系统中使用的混凝土耐久性评估，复核学院Ingeniería (Rev. Fac.)。荷兰国际集团(Ing))。第29卷(54)，e10486。2020. Tunja-Boyaca,哥伦比亚。L-ISSN: 0121-1129, e-ISSN: 2357-5328, DOI: https://doi.org/10.19053/01211129.v29.n54.2020.10486触发，这反过来又导致钢筋腐蚀。这种腐蚀导致混凝土开裂、钢材分层、混凝土与钢材的附着力降低等表现，影响混凝土的耐久性。因此，应重视混凝土耐久性在结构抗震性能中的作用。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

查看原文本刊更多论文

Valuation of the Durability of the Concrete Used in the Precast Great Soviet Panel System

The durability of the concrete of the precast Great Soviet Panel system is valued through the resistance to compression, ultrasonic pulse velocity, surface methods, humidity and potential of corrosion. The evaluation is approached, essentially, through experimental and statistical methods, nevertheless, historical-logical and technical methods, such as surveys and interviews, are used in order to gather a bigger amount of information on the resistance to compression of the elements in the original project. While analyzing the results, we can conclude that, in elements in a good technical-constructive state that conform the constructions in exploitation, concrete has an average resistance. However, in elements with the presence of pathological damages, the resistance is low due to the fact that elements show chemical deterioration processes caused by water exposure, which generates the formation of soluble paste compounds, loss of mass, and decrease in mechanical resistance, among other alterations. At the same time, carbonation of concrete is 1 M. Sc. Universidad de Oriente (Santiago de Cuba, Cuba). yamila@uo.edu.cu. ORCID: 0000-0002-3198-3543 2 Ph. D. Universidad de Oriente (Santiago de Cuba, Cuba). liliana@uo.edu.cu. ORCID: 0000-0002-5606-982X 3 Ph. D. Universidad de Oriente (Santiago de Cuba, Cuba). ealvarez@uo.edu.cu.ORCID: 0000-0003-1819-263X 4 M. Sc. Universidad de Oriente (Santiago de Cuba, Cuba). mayra@uo.edu.cu. ORCID: 0000-0002-4788-3184 5 M. Sc. Universidad de Oriente (Santiago de Cuba, Cuba). estrella@uo.edu.cu. ORCID: 0000-0003-0372-1922 6 Universidad de Oriente (Santiago de Cuba, Cuba). ORCID: 0000-0002-4410-4253 Valuation of the Durability of the Concrete Used in the Precast Great Soviet Panel System Revista Facultad de Ingeniería (Rev. Fac. Ing.) Vol. 29 (54), e10486. 2020. Tunja-Boyacá, Colombia. L-ISSN: 0121-1129, e-ISSN: 2357-5328, DOI: https://doi.org/10.19053/01211129.v29.n54.2020.10486 triggered, which, in turn, causes the corrosion of the reinforcing steel. This corrosion leads to the cracking of concrete, delamination of steel, decrease of the concretesteel adhesion, and other manifestations that affect the durability of concrete. Therefore, the incidence of the durability of concrete should be valued in the structural seismic behavior of constructions.

求助全文

通过发布文献求助，成功后即可免费获取论文全文。去求助

来源期刊

Revista Facultad De Ingenieria-universidad De Antioquia 工程技术-工程：综合

CiteScore

2.00

自引率

0.00%

发文量

审稿时长

2 months

期刊介绍： Revista Facultad de Ingenieria started in 1984 and is a publication of the School of Engineering at the University of Antioquia. The main objective of the journal is to promote and stimulate the publishing of national and international scientific research results. The journal publishes original articles, resulting from scientific research, experimental and or simulation studies in engineering sciences, technology, and similar disciplines (Electronics, Telecommunications, Bioengineering, Biotechnology, Electrical, Computer Science, Mechanical, Chemical, Environmental, Materials, Sanitary, Civil and Industrial Engineering). In exceptional cases, the journal will publish insightful articles related to current important subjects, or revision articles representing a significant contribution to the contextualization of the state of the art in a known relevant topic. Case reports will only be published when those cases are related to studies in which the validity of a methodology is being proven for the first time, or when a significant contribution to the knowledge of an unexplored system can be proven. All published articles have undergone a peer review process, carried out by experts recognized for their knowledge and contributions to the relevant field. To adapt the Journal to international standards and to promote the visibility of the published articles; and therefore, to have a greater impact in the global academic community, after November 1st 2013, the journal will accept only manuscripts written in English for reviewing and publication. Revista Facultad de Ingeniería –redin is entirely financed by University of Antioquia Since 2015, every article accepted for publication in the journal is assigned a DOI number.