复杂密集节点钢筋三维排布设计与施工模拟应用研究

发布时间：2018-06-28 00:37

本文选题：复杂密集节点 + 三维排布分析　；参考：《青岛理工大学》2015年硕士论文

【摘要】：复杂密集节点处钢筋排布密集、构造复杂无论在施工方面还是在设计方面都存在诸多问题,然而节点核心区,起到传接力和连接的作用,在设计和施工中都是特别关注的部位。本文将对复杂密集节点存在的典型问题分类分析,并总结出能够解决问题的技术措施。如今,建筑信息化模型(BIM)作为一种全新的建模理念和三维技术已成为国内外技术人员进行三维模拟分析的必备技术。然而将BIM技术应用于复杂密集节点处钢筋的三维排布设计与施工模拟的研究并不多见。本文将结合总结出的技术措施应用三维深化设计软件对复杂密集节点处钢筋排布进行三维模拟分析和施工模拟分析,解决设计和施工中存在的典型问题。最后对深化设计软件进行二次开发,赋予软件更为实用的功能。本文的主要内容如下:首先,针对普通钢筋混凝土梁柱节点、钢筋混凝土梁-型钢混凝土柱节点和型钢混凝土梁-型钢混凝土柱节点三类复杂密集节点设计与施工存在的问题进行现场调研,总结得到产生问题的典型节点形式,并对典型节点进行由特殊到一般的总结归纳。通过定量和定性两种分析方法,得出产生问题的原因进而找到解决问题的技术措施。然后,分别使用三维排布深化设计软件Tekla Structure和施工模拟深化设计软件Navisworks,并运用总结出的解决问题的技术措施对之前产生问题的典型节点进行深化设计,从而解决设计和现场施工时存在的问题。最后,针对施工模拟深化设计软件Navisworks,使用CSharp(即C#)语言在Visual Studio2010的开发平台上,做一次二次开发,编写一个.NET插件,并测试插件的功能,达到赋予Navisworks软件更加实用功能的目的。
[Abstract]:There are many problems in the construction and design, but the core area of the node plays the role of transmission and connection, which is especially concerned in the design and construction. In this paper, the typical problems of complex dense nodes are classified and analyzed, and the technical measures to solve the problems are summarized. Nowadays, building information model (BIM), as a new concept of modeling and 3D technology, has become a necessary technology for technicians at home and abroad to carry out 3D simulation and analysis. However, the application of BIM technology to 3D layout design and construction simulation of steel bars at complex and dense joints is rare. In this paper, the 3D simulation analysis and construction simulation analysis of steel bar arrangement at complex dense nodes are carried out by using 3D deepening design software combined with the technical measures summarized, and the typical problems existing in design and construction are solved. Finally, the further development of the design software is carried out, giving the software more practical functions. The main contents of this paper are as follows: first of all, for ordinary reinforced concrete Liang Zhu joints, The problems existing in the design and construction of three kinds of complex dense joints of reinforced concrete beam-steel reinforced concrete column and steel reinforced concrete column are investigated on the spot, and the typical joint forms of the problems are summarized. The typical nodes are summarized from special to general. Through quantitative and qualitative analysis, the causes of the problem are obtained and the technical measures to solve the problem are found. Then, we use Tekla structure software and Navisworks software respectively, and use the technical measures to solve the problem to deepen the design of the typical node before the problem. In order to solve the design and site construction problems. Finally, in view of the construction simulation deepening design software Navisworks, we use CSharp (C #) language in Visual Studio 2010 development platform, do a second development, write a .NET plug-in, and test the function of plug-in, achieve the purpose of giving Navisworks more practical function.
【学位授予单位】：青岛理工大学
【学位级别】：硕士
【学位授予年份】：2015
【分类号】：TU755.3

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