四层职业中等专业学校设计(含CAD建筑图,结构图,总平面图,PKPM)(2)
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目 录 中文摘要 ............................................................I 英文摘要 ............................................................I 目录.................................................................II 1. 工程概况 1.1设计资料......................................................1 1.1.1设计项目名称.............................................1 1.1.2建设地点.................................................1 1.1.3建筑介绍.................................................1 1.1.4气象资料.................................................1 1.1.5地质条件.................................................1 1.1.6材料.....................................................1 2. 结构方案的确定....................................................2 2.1结构布置简图..................................................2 2.2梁截面尺寸确定................................................2 2.3柱截面尺寸确定................................................4 3. 楼面板设计.........................................................6 3.1板厚度确定.....................................................6 3.2荷载计算.......................................................6 3.3配筋计算.......................................................8 4. 横向框架在恒荷载作用下内力计算.....................................15 4.1横向框架计算简图..............................................15 4.2梁线刚度计算..................................................15 4.3柱侧移刚度计算................................................16 4.4弯矩分配系数..................................................17 4.5计算单元选取..................................................20 4.6荷载计算......................................................20 4.7横向框架在恒荷载作用下等效图..................................22 4.8杆件固端弯矩计算.............................................24 4.9弯矩二次分配.................................................24 4.10弯矩图......................................................26 5. 横向框架在活荷载作用下内力计算....................................27 5.1计算简图......................................................27 5.2荷载计算......................................................27 5.3荷载等效简图..................................................28 5.4杆件固端弯矩计算..............................................30 5.5弯矩二次分配..................................................30 5.6弯矩图........................................................32 6. 横向框架在风荷载作用下内力计算.......。............................33 6.1风荷载的特点..................................................33 6.2基本风压......................................................33 6.3风荷载计算....................................................33 6.4内力计算......................................................35 6.5风荷载作用下的内力图..........................................36 7. 横向框架在水平地震作用下内力计算..................................38 7.1规范要求......................................................38 7.2重力荷载代表值计算............................................39 7.3柱的侧向刚度计算..............................................42 7.4自振周期计算..................................................43 7.5横向地震作用计算..............................................44 7.6水平地震作用、层间剪力图......................................45 7.7地震作用内力图................................................46 8. 内力组合...........................................................49 8.1永久荷载的分项系数............................................49 8.2基本组合的荷载分项系数........................................49 8.3地震荷载效应和其他荷载效应的组合..............................50 8.4内力组合表....................................................52 9. 梁、柱截面设计....................................................61 9.1梁截面配筋设计................................................61 9.2柱截面配筋设计................................................66 10.楼梯设计..........................................................71 10.1梯段板TB1设计...............................................71 10.2平台板PTB1设计..............................................72 10.3平台梁TL1设计...............................................73 11.基础设计..........................................................75 11.1地质条件.....................................................75 11.2确定桩型.....................................................75 11.3确定单桩承载力设计值.........................................75 11.4初选桩的根数.................................................75 11.5初选承台尺寸.................................................76 11.6计算桩顶荷载设计值...........................................76 11.7承台受冲切承载力验算.........................................77 11.8承台受剪切承载力计算.........................................77 11.9承台受弯承载力计算...........................................78 毕业设计总结..........................................................79 参考文献 .............................................................79 致谢 .................................................................80 参考文献 [1] 史庆轩,梁兴文.混凝土结构设计原理.中国建筑工业出版社,2008 [2] 史庆轩,梁兴文.混凝土结构设计.中国建筑工业出版社,2009 [3] 龙驭球, 包世华.结构力学教程(Ⅰ、Ⅱ)高等教育出版社, 2000 [4] 沈蒲生,高层建筑结构设计,中国建筑工业出版社,2006 [5] GB50010-2001,混凝土结构设计规范,中国建筑工业出版社,2001 . [6] GB50011-2002,建筑抗震设计规范,中国建筑工业出版社,2002 . [7] GB500007-2002,建筑地基基础设计规范,中国建筑工业出版社,2002 . [8] GB50003-2001,砌体结构设计规范[S] .中国计划出版社,2001 [9] GBT50104-2001,建筑结构制图标准[S] .中国计划出版社,2001 [10] GB/T50103-2001,总图制图标准[S] .中国计划出版社,2001 |