五层框架结构建筑面积(5000平米)宾馆设计

五层框架结构建筑面积(5000平米)宾馆设计(计算书13000字)
摘    要
毕业设计题目为荷花园宾馆，建筑面积5000 ，建设地点在大庆，抗震设防烈度为7度；上部结构采用框架结构，框架抗震等级为二级；基础采用独立基础。
毕业设计包括建筑设计、结构设计两部分。结构设计是重点。结构设计内容包括：构件截面尺寸的确定、竖向和水平荷载计算、框架内力及侧移计算、内力组合、框架梁柱截面配筋以及楼板、楼梯和基础设计。严格按有关结构设计规范或规程进行结构设计，并且考虑了抗震计算和有关构造要求。在计算方法上，水平地震作用采用“底部剪力法”，风荷载和水平地震作用下框架内力计算采用D值法，竖向荷载作用下框架内力计算采用分层法。结构设计算重点是手算，并利用 软件包中 软件检验手算结果。

关键词：荷花园宾馆，混凝土，框架结构，内力计算，配筋

Abstract
This graduation design topic is Hehuayuan hotel. The building areas is5000 ,and will be built in Daqing .The earthquake forcitication intencity of the building is 7 degree. The Frame to the upper structure was according to the height of the building. The aseiscuis classes of the frame is 2. And the foundation of the building are Independent foundation under column.
This design is divided into two parts.One is the architectural design,the other is construction design.The structure design is emphasis the graduation design, and the content of the graduated design mainly are: deciding the size of cross-section the for the frame structure, calculating the internal force and deformation of the frame structure under the action of wind load and earthquake action, analysing the internal force of frame caused by vertical permanent and variable loads. The “Equivalent base shear method” to calculate horizontal earthquake action is adopted and the “D value method” is used to calculate internal force caused by horizontal earthquake and  wind loads,and the “separated floor method” is adpoted to calculate internal force of the frame structure under the action of vertical load. The point of structions calculation in this graduation design is artificial calculation, results of artificial calculations is checked with Satwe Software in PKPM.

Key words：Hehuayuan hotel, concrete,Frame structure, calculation for internal force, reinforcement

工程概况
拟建5层宾馆,建筑面积5000m2,拟建房屋所在地的设防地震参数。αmax=0.08,Tg=0.40s,基本雪压S0=0.3kN•m2,基本风压ω0=0.55kN•m2地面粗糙度为B类。

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目    录
1 工程概况………………………………………………………………………1
2 结构布置及计算简图…………………………………………………………1
3 重力荷载计算…………………………………………………………………3
3.1 屋面及楼面的永久荷载标准值……………………………………………3
3.2 屋面及楼面可变荷载标准值………………………………………………4
3.3 墙重力荷载计算……………………………………………………………4
3.4 梁柱自重重力荷载…………………………………………………………4
3.5 门窗自重重力荷载…………………………………………………………5
3.6 重力荷载代表值……………………………………………………………5
4 框架侧移刚度计算……………………………………………………………5
4.1 横向框架侧移刚度计算……………………………………………………5
5 横向水平荷载作用下框架结构的内力和侧移计算…………………………6
5.1 横向水平地震作用下框架结构的内力和侧移计算………………………6
5.2 横向风荷载作用下框架结构内力和侧移计算……………………………9
6 竖向荷载作用下框架结构的内力计算………………………………………11
6.1 横向框架内力计算…………………………………………………………11
6.2 横向框架内力组合…………………………………………………………17
7 截面设计………………………………………………………………………26
7.1 框架梁………………………………………………………………………26
7.2 框架柱………………………………………………………………………29
7.3 框架梁柱节点核芯区截面抗震验算………………………………………32
8 基础设计………………………………………………………………………33
8.1 地质条件……………………………………………………………………33
8.2 A柱设计荷载………………………………………………………………33
8.3 B柱设计荷载………………………………………………………………34
9 板的配筋………………………………………………………………………46
9.1 楼面荷载设计值……………………………………………………………46
9.2 计算跨度……………………………………………………………………46
9.3 弯矩计算……………………………………………………………………46
9.4 截面设计……………………………………………………………………48
10 楼梯设计 ……………………………………………………………………48
10.1 楼梯板的设计 ……………………………………………………………49
10.2 平台板 ……………………………………………………………………50
10.3 平台梁设计 ………………………………………………………………50
致谢………………………………………………………………………………53
参考文献…………………………………………………………………………54