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随着我国建筑结构设计的不断改善,在建筑行业领域的研究当中有越来越多的新技术和新方法所应用,再加上现有的建筑设计的创意比较多,从而在需求上也使得建筑行业的技术能力有所提高。高层及大跨度建筑设计中对高强钢筋的使用,使钢筋用量有效减少了,并且使施工难度降低,但是对高强钢筋高强混凝土的粘结性研究成为新的课题。本文通过研究高强钢筋高强混凝土粘结性能,从而对影响二者相互结合粘结性能的主要因素进行分析,以供广大读者参考。
With the continuous improvement of China’s building structure design, more and more new technologies and new methods are applied in the field of construction industry. Coupled with the more creative ideas of existing building designs, the demand also makes The technical capacity of the construction industry has improved. The use of high strength steel bars in high-rise and long-span building designs effectively reduces the amount of steel used and reduces the difficulty of construction. However, the research on the adhesion of high-strength steel bars to high-strength concrete becomes a new topic. In this paper, through the study of high-strength reinforced high-strength concrete bonding properties, and thus affect the combination of the two main bonding performance of the main factors for the majority of readers reference.