苏州市某公司B3办公楼设计-毕业设计.docx

毕业论文( 设计) 进度计划积极开展实验( 调查) 研究活动, 实事求是地做好实验(调查) 记录, 所呈交的毕业论文( 设计) 是我个人在导师指导下进行的研究工作及取得的研究成果。据我所知, 除文中特别加以标注引用参考文献资料外, 论文( 设计) 中所有数据均为自己研究成果, 不包含其他人已经发表或撰写过的研究成果。与我一同工作的同志对本研究所做的工作已在论文中作了明确说明并表示谢意。毕业论文(设计)作者签名: 日期: 2015 届本科毕业论文(设计) 苏州市某公司 B3办公楼设计摘要本设计为苏州市某 B3办公楼的设计,主要结构设计部分。该综合楼高 , 总建筑面积,抗震设防烈度为 7 度。建筑设计的内容包括平面、立面及剖面设计。结构设计包括框架设计、构件设计和基础设计等。其中,框架采用钢筋混凝土横向框架承重布置方案,基础采用钢筋混凝土柱下独立基础。本文着重对 1榀横向框架进行了配筋设计。在确定了框架布局与分配统计得到各种荷载、作用的大小之后,按D值法及底部剪力法等弹性分析方法计算得出结构内力,并在此基础上,根据最不利原则进行内力组合,最后得到配筋成果。此外,本文还采用了 PKPM 软件进行设计,得出了结构施工图。关键词: 框架结构、建筑设计、结构设计、 PKPM 2015 届本科毕业论文(设计) Th eD esign for a prehensive Building B A bstract This design for a prehensive building design , mainly includes the architectural design and the structural design two parts. prehensive building high , the total floor space is 5500m2 ,the earthquake resistance fortification intensity is 7-degree . The Architectural design content including plane, vertical surface and section plane design. The Structural design mainly includ es the frame design, component design and foundation design . Among them, the frame uses the reinforced concrete crosswise frame load-bearing scheme of arrangement, the foundation uses under the reinforced concrete column the independent article carried on emphatically to1 pin crosswise frame has matched the muscle the determin ation of the frame layout and the assignment statistics obtain each kind of load, the function size, according to the D value method and the base shearing force method isoelasticity analysis putation obtains the structure endogenic force, and in this foundation, carries on the endogenic bination according to the most disadvantageous principle, finally obtains matches the muscle addition, this article also used the PKPM software to carry on the design, has obtained the structure construction drawing. Key word : Portal F rame C onstruction ;A rchitectural D esign ;S tructural D esign ;PKPM 2015 届本科毕业论文(设计) 目录 1 建筑设计说明.....