钢结构厂房设计计算书.doc

河北工程大学土木工程学院毕业设计说明书（毕业论文） 2013年 PAGE PAGE 77 河北工程大学土木工程学院毕业设计说明书（毕业论文） 2013年 毕业设计说明书（毕业论文） 毕 业 设 计 （论 文） 题 目 专 业 ：土木工程专业 学 生 ：赵鹏 指导教师 ：王羡农 河北工程大学土木工程学院 2013年05月29日 摘 要 本设计工程为邯郸地区一67.5 关键词:轻型钢结构 门式钢架 内力分析 双层彩色聚苯乙烯夹芯板节点 Abstract This project in handan area is a 67.5m double-span steel structure. The project designed strictly complies with the relavant stipulations of the CODE FOR DESIGN OF STEEL STRUCTURES (GF50017-2003) and TECHNICAL SPECIFICATION FOR STEEL STRUCTURE OF LIGHT WEIGHT BUILDINGS WITH GABLED FRAMES (CECS 102:2002), and some others. Synthesize the scale of the consideration design engineering and across a principle for span and use, according as applying, economy, under the possible term attention beautifully, Connecting method, structure type and material of each part which consist of a light-weight steel villa are analysed, then choose the construction form that use single layer a type steel. The beam, pillar node is a light steel construction frame system that rigid and copular a type steel a ware for having construction Simple, just degree goodly, suffering dint reasonablely, using space bigly and starting construction convenience etc. characteristics, and easy to industrialisation, commercializing produce, thinking with light maintenance material the kit the already extensive applying in the building construction inside, this design is to proceeds the building, construction design to the structural and actual engineering in light steel and calculation. The tractate includes the internal force analyzes and combines, based on these analyses; we can choose the section of beam and calumniation. Next, checking computatians of stability calculatian of the plane structure. The steel beam and column employs Q235 carbon structural steel. Connection bolts are high strength bolt of friction type with behavioral grade 10.9. Common bolts are rough type made by Q235-B.F steel. Rod for