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摘要预制装配式建筑是一种建筑结构构件先在工厂预制，再运送到施工现场，由工人一件一件拼装成整体的工业化生产方式。这种生产方式以其施工速度快、经济效益和环境效益好等优点越来越受到业主和设计人员的关注。但是，目前装配式建筑结构的构造连接可靠性较差,使预制装配式框架结构在地震地区的应用受到限制。同时，预制装配式建筑在实际的施工中存在经济性较差的缺点。基于此，对预制装配式建筑结构的节点构造进行探讨，并对装配式框架结构抗震设计做了研究。
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本论文在大量阅读现有文献的基础上总结归纳而成，通过对装配式建筑的产生，发展和结构体系的研究，提出我国发展装配式建筑的必要性，又针对我国现有装配式建筑存在的不足，在装配式建筑结构节点构造方面做了可行性的构造技术归纳，还针对装配式建筑的抗震性能差的缺点做了分析，找到了解决问题的方法。论文第五章是自己对框架结构抗震设计所做的研究。
毕业论文关键词： 预制装配式；结构体系；节点构造；抗震性能；抗震设计
Abstract
Prefabricated architectural structure of a building in the factory prefabricated, transported to the construction site, the workers a spliced into industrial production overall. This mode of production to the fast speed of construction, economic benefit and environmental benefit has been paid more and more attention of owners and designers. However, the current structure assembly type structure connection reliability is poor, the prefabricated frame structure used in seismic area is limited. At the same time, prefabricated buildings in bad economy in actual construction defects. Based on this, discusses the joint structure and the economy of prefabricated building structures.
In this paper, based on a lot of reading existing literature summary and become, by assembling building production, research and development and structure of the system, put forward the necessity of the development of prefabricated construction in our country, and to solve the problems existing in our current building, in the building structure node structure were summarized construction technical feasibility, also the seismic performance and technology economy bad for assembling building to do the analysis, to find a solution to the problem.
Keywords：Prefabricated; structure system; node structure; seismic performance; economic performance
目 录
摘 要 I
Abstract II
1绪论 1
1.1 装配式建筑产生的背景 1
1.2 装配式建筑在国内外的发展情况 1
1.2.1 装配式建筑在国外的发展情况 1
1.2.2 装配式建筑在国内的发展情况 3
1.3我国发展装配式建筑的必要性及课题的意义 5
1.3.1我国发展装配式建筑的必要性 5
1.3.2上海发展装配式建筑的政策支持 7
1.3.3课题研究的意义 7
2装配式建筑结构体系 9
2.1框架结构 9
2.1.1 装配式和装配整体式框架的构件划分 9
2.1.2 装配式框架结构节点刚性的选择 10
2.2 剪力墙结构 10
2.2.1 预制钢筋混凝土墙板(大板结构) 11
2.2.2 粘结后张拉预应力预制混凝土剪力墙 11
2.2.3 预制叠合剪力墙结构 12
3装配式建筑节点构造设计 13
3.1 装配式建筑材料性能要求 13
3.1.1 钢材 13