钢筋保护层厚度的控制技术及标准化研究
[Abstract]:At present, the construction is becoming more and more standardized, but there are still many problems in the control of the thickness of the protective layer. Often, new construction projects have not been built or have just been put into use. As a result of the weak control of the protective layer, cracks appear and the structure is destroyed. The durability is seriously affected. In this paper, through engineering investigation, on-site inspection, patent research and development and literature review, the design, construction, detection and setting of cushion horse stool of the thickness of the protective layer of steel bar are studied. In this paper, a calculating method of checking the reliability of the thickness of protective layer is given, a set of self-made products of cushion horse stool is developed, and a construction guidance suggestion for setting and acceptance of cushion horse stool is provided, which can be used for wide design. Construction and management personnel provide a set of effective protective layer control methods. The specific research contents are summarized as follows: 1) combined with the research status of the thickness design of the protective layer at home and abroad, the role and requirements of the reinforced concrete cover are analyzed and summarized; 2) contrasting the domestic and foreign regulations about the thickness of protective layer, analyzing the problems of minimum thickness of protective layer in our country, and the gap between the minimum value of the thickness of protective layer and the corresponding specification of foreign countries; 3) combined with some existing models of carbonation and rust expansion cracking, the relationship between the thickness of the protective cover and the reliability is analyzed by the probability method when carbonation and rust expansion cracking are taken as the durability life standard. A method is provided for calculating the reliability of the thickness of the protective layer or checking whether the protective layer is adequate; 4) through the investigation of the actual engineering, the field inspection and the research on the current situation of the protective layer control, the paper analyzes and summarizes the design and construction of the protective layer control in the construction engineering practice. There are still problems in testing and bench setting. Based on this, a set of steel bar positioning products is designed and developed, and the economic and social benefits are evaluated, which solves the problems existing in the existing technology in the positioning process of negative reinforcement, stirrups, vertical reinforcement, etc. 5) in view of the fact that there is no detailed and standard construction instruction standard in the present setting of the cushion horse stool, combined with the local standards of Yunnan Province and the relevant foreign codes, the paper classifies the cushions and the horse stools of various materials, aiming at various components, The selection, setting distance, setting standard and acceptance standard of cushion and horse stool are proposed in detail, and the strength, stability and anti-slip ability of cushion horse stool are studied. Developed a partial patent to verify the performance of the cushion horse bench for the design and construction personnel to choose; 6) based on the field test, the principle, methods and some problems of the thickness detection of the protective layer of the steel bar position detector and the radar instrument are analyzed. The test data of engineering inspection and appraisal and the data of thickness detection and acceptance of protection layer of several engineering projects in Qingdao are summarized and analyzed, respectively, and the control problems of protective layer thickness reflected in the testing process are analyzed respectively.
【学位授予单位】:青岛理工大学
【学位级别】:硕士
【学位授予年份】:2013
【分类号】:TU755
【参考文献】
相关期刊论文 前10条
1 郑晓燕;吴胜兴;;钢筋混凝土粘结滑移本构关系建立方法的研究[J];四川建筑科学研究;2006年01期
2 马景才;姚继涛;;混凝土结构耐久性及各国最小保护层厚度对比分析[J];四川建筑科学研究;2008年04期
3 周岳年,严根宝,陆建民;新版施工质量验收规范若干问题的探讨[J];工程质量;2004年03期
4 张福生;;钢筋的混凝土保护层厚度检测问题的探讨[J];工程质量;2008年11期
5 刘军;李同群;;浅谈钢筋混凝土结构钢筋保护层作用及问题处理[J];广东建材;2006年08期
6 管永存;朱长胜;严港琴;;浅谈钢筋混凝土保护层与施工控制[J];公路交通科技(应用技术版);2011年12期
7 乐艺;彭介田;;浅谈钢筋混凝土保护层施工质量通病及其控制措施[J];公路交通科技(应用技术版);2011年S1期
8 徐岳;唐先习;;基于混凝土自收缩的钢筋保护层厚度数值分析[J];广西大学学报(自然科学版);2010年01期
9 张建荣,黄鼎业;钢筋混凝土保护层厚度的误差分析及构造技术建议[J];工业建筑;1999年11期
10 袁迎曙,余索,贾福萍;锈蚀钢筋混凝土的粘结性能退化的试验研究[J];工业建筑;1999年11期
相关硕士学位论文 前3条
1 陆华颖;基于神经网络的钢筋混凝土保护层厚度检测[D];西安工业大学;2012年
2 马景才;基于碳化寿命准则的耐久性概率分析与设计方法[D];西安建筑科技大学;2007年
3 林向武;标准化钢筋间隔件在混凝土保护层施工质量控制中的应用研究[D];重庆大学;2007年
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