沈阳市嘉禾宾馆 计算书正文_毕业论文.doc

完整CAD，三维模型设计图纸请联系本人，参见豆丁备注。 /lzj781219 毕业设计说明书 毕 业 设 计 题 目 沈阳市嘉禾宾馆 院（系）专业班级 土木工程学院 土木工程 零一八班 学 生 姓 名 性别 男 指 导 教 师 职称 讲师 摘要 本工程为沈阳市嘉禾宾馆，位于沈阳市东陵区。抗震设防烈度为7度，设计基准 期50年。基本风压0.50kN/m2 ， 基本雪压为0.4kN/m2。 本工程占地面积约1800平方米左右，建筑面积6800平方米。本建筑共五层，底层层高4.2米，其他3.9米，总高度20.7米，室内外高差为0.45米，女儿墙高0.9米，外墙厚300mm。内墙厚160mm，轻质隔墙厚86mm。建筑平面呈四方形，总长度为63.3米，总宽度为21.9米。建筑立面规整，采用大理石装饰外墙。除正面中门为玻璃门外，其余均采用实木门，窗为塑钢窗。本工程结构形式为钢框架——支撑结构体系，柱采用HW型钢，一层边柱截面3503001219，二到三层3003001015，四到五层3002501012，中柱一层3943981118二到三层3503501219，四到五层3503001219。梁采用HM型钢，6米跨梁截面340250914，9米跨梁截面4403001118，基础用C25混凝土，建筑地点地质条件良好，采用柱下独立基础.纵向设置支撑，支撑杠件采用双角钢，用焊缝连接。设计严格遵守我国现行规范，计算中包括荷载计算，内力组合，基础设计及验算，柱，梁的强度验算和整体稳定验算，楼梯设计等。 关键词：钢框架—支撑结构体系 独立基础 支撑 钢筋混凝土 整体稳定 Abstract The project is the Hotel of Shen Yang JiaHe which located in the DongLing district of Shenyang city. The seismic of fortification intensity of this building is grade 7. The design reference period is fifty years. The reference snow pressure is 0.4kN/m2 and the reference wind pressure is 0.50kN/m2 The areas covered by this engineering are 1800 square meters which own five stores. The total building areas are 6800 square meters. The height of the first stores is 4.2m and the others are 3.9m.Total height is 21.9 meters. The elevation of indoor ground is higher than the outside for 0.45m.The height of parapet is 0.9m.The thickness of the outside wall is 300mm and the inner wall is 160mm.The lightweight inner wall is 86mm.The shape of the building plan is rectangle. The total length is 63.3m and total width is 21.95m.The outward form of building is formal. The outside wall is decorated with marble. The middle front door is glass door and the others are solid wood doors. All the windows are plastic-steel windows. The structural form of this engineering is steel frame with bracing. All columns are HW profiled bar .The cross sections of t