论文部分内容阅读
随着国民经济的不断发展和科学技术的日新月异,各种新型的建筑结构不断的涌现了出来。这些建筑结构在施工中逐渐呈现出结构复杂多变、外观个性的发展趋势,同时也给工程设计和施工带来了新的考验与挑战。尤其是在钢结构广泛应用的今天,各种钢结构与混凝土连接不够完善而造成的工程质量问题时有出现和发生,给工程带来了严重的影响,还造成了恶劣的社会影响。剪弯受力下预埋件与后锚固连接是目前较为常见的钢筋混凝土连接技术之一,其设计方法的优劣与工程质量有着直接关系。本文就两者概念和设计特点进行了分析,并着重总结了两者的施工优势和效果,以供相关工作人员参考,达到抛砖引玉之效。
With the continuous development of the national economy and the rapid progress of science and technology, various new types of building structures are constantly emerging. These structures gradually show the trend of complex and changeable appearance and individuality in construction, and also bring new challenges and challenges to engineering design and construction. Especially in the steel structure is widely used today, all kinds of steel structure and concrete connection is not perfect and caused by the quality problems have occurred and occurred from time to time, have a serious impact on the project, but also caused a bad social impact. Under the shear bending stress, the embedded parts and the post-anchorage connection are one of the most common reinforced concrete connection technologies. The quality of the design method is directly related to the quality of the project. This article has carried on the analysis to the concept and the design characteristic of both, and has summarized the construction superiority and the effect of the two together, for the relevant staff reference, achieves the effect of attracting valuables.