奇达股份办公楼设计毕业论文.docVIP

本科学生毕业设计 奇达股份办公楼设计 院系名称： 土木与建筑工程学院 专业班级： 学生姓名： 指导教师： 职 称： 教授 副教授 二一四年六月  The Graduation Design for Bachelors Degree Design of Qida shares office building Candidate Specialty： Class： Supervisor： 2014-06·Harbin  摘 要 本工程为奇达股份八层办公楼，采用框架结构，抗震设防烈度为6度，建筑场地类别为Ⅱ类场地。本工程建筑面积6000多平方米。本建筑八层，总高度26.2米，室内外高差为0.45米，女儿墙高1.2米。建筑采用矩形，总长度为43.2米，总宽度为17.4米。建筑立面规整，女儿墙用钢筋混凝土砌筑，隔墙采用空心混凝土砌块砌筑。本工程结构形式为钢筋混凝土现浇框架结构，框架柱混凝土强度等级为C30（底层为C35），一层柱子截面为600×600mm2，二至八层采用400×400mm2,框架梁混凝土强度等级为C30（底层为C35），。建筑地点地质条件良好，采用独立基础，基础埋深为2.2米，混凝土强度为C30。 本设计以工程实例为研究对象，设计过程包括三部分：建筑设计、结构设计及施工组织设计。设计严格遵守我国现行规范，计算中包括地震荷载计算，内力组合，框架梁设计,框架柱设计,基础设计，楼板设计, 楼梯设计。 关键词：框架结构；钢筋混凝土；内力计算；内力组合；配筋计算  ABSTRACT This works for the city of Harbin?in the earthquake?Hotel,?located in Harbin City Hongxiang?Road,?the?terrain of the site?as a rectangle,?the?area of 80×60square meters. The project covers an area of about 1033.00 square meters, construction area of 5153.12 square meters. The main building is frame structure, 5 floors, building a total height of 18.30m, indoor and outdoor relief for the 0.45m, with high 0.90m. The building adopts a shape, a total length of 59.92m, the total width of 17.20m.Building fa?ade structured using yellow paint , exterior walls, parapet walls with reinforced concrete , are using the hollow bricks, windows are windows. The structural form of?cast-in-place reinforced concrete frame structure,?frame column concrete?strength grade of C35.?Site geological condition is?good construction,?is an independent foundation?under column,?concrete?strength grade of C25. This design strictly abide by the standards of China’s current specifications, calculations of main building design and structure design of two parts, including graphic design. fa?ade design, section design and load calculation, calculation of wind load, the combination of internal force calculation , frame design , column design , floor design , foundation desi