毕业设计（论文）-宾馆建筑设计计算书.doc

摘要
“翰林宾馆工程”,。本设计包括建筑设计和结构设计,设计原则:安全、适用、经济、美观。建筑设计分为平面、立面、剖面及细部构件设计,建筑平面布置合理、紧凑,立面造型美观。在此基础上,确定合理的结构方案和结构布置。之后,选取一榀有代表性的框架进行结构计算(本设计选取框架⑥),确定梁柱的截面尺寸及框架计算简图;计算框架梁所受荷载及框架在水平荷载作用下的侧移;分析框架在水平及竖向荷载作用下的内力;根据各种荷载作用下的内力进行内力组合得出最不利内力,据此进行截面设计;另外,还对框架结构中的现浇钢筋混凝土楼板、楼梯和基础进行截面设计和配筋计算。设计时,充分考虑抗震构造措施。
关键词:框架,建筑设计,结构设计,抗震
Abstract
The purpose of the design is to do the anti-seismic design in the longitudinal frames of axis6. When the directions of the frames is determined, firstly the weight of each floor is calculated .Then the vibrate cycle is calculated by utilizing the peak-displacement method, then making the amount of the horizontal seismic force can be got by way of the bottom-shear force method. The seismic force can be assigned according to the shearing stiffness of the frames of the different axis. Then the internal force (bending moment, shearing force and axial force ) in the structure under the horizontal loads can be easily calculated. After the determination of the internal force under the dead and live loads, bination of internal force can be made by using the Excel software, whose purpose is to find one or several sets of the most adverse internal force of the wall limbs and the coterminous girders, which will be the basis of protracting the reinforcing drawings of ponents. The design of the stairs is also be approached by calculating the internal force and reinforcing ponents as landing slab, step board and landing girder whose shop drawings pleted in the end.
Key words: frame,structural design,anti-seismic design

工程概况
本工程为杭州市区某地段的宾馆。,用地面积约2000平方米。详细情况见用地总平面图。采用框架结构形式。
主体结构共6层,建筑要求:
(1)设室外停车场,停车位35个,和相关辅助、设备用房。
(2)一层设餐厅、商务服务中心、总服务台、宾馆大堂,客房等,并设公共男女卫生间等。
(3)二层为办公室、客房、会议室、休息厅等。
(4)三层为办公室、服务台、会议室、客房等。
(5)四、五、六层均为客房,办公室。
风荷载:基本风压=,地面粗糙度为B类。
雨雪条件:。
抗震设计条件:建设场地的地震基本烈度为7度,不考虑建筑抗震要求。建筑结构的安全等级为二级,设计使用年限为50年。
建筑设计依据
建筑设计在整个设计过程中有着举足轻重的作用,建筑外观的造型,布局的是否合理,是否舒适,光线是否充沛,日照是否梁好等等问题,都是我