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ID:1464487
大小:2.83 MB
页数:65页
时间:2017-11-11
《土木工程专业毕业设计--某4层综合楼毕业设计》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、建筑工程技术专业毕业设计(论文)IV题目:某综合楼学号:04276138专业:建筑工程姓名:何强指导教师:陈鹏襄樊学院土木工程系建筑工程技术专业毕业设计(论文)IV摘要本设计项目是多功能用途的综合楼。左边为两层,其中底层是商场和餐厅,二层是会议厅和多功能厅;右边为四层,其中底层为办公用,二到四层为宾馆。整个楼呈T型,考虑到本设计的多功能性和大跨度性,本设计采用现浇混凝土结构,隔墙均采用混凝土加气砌块,以满足各功能房的布置灵活性要求。关键词:框架结构大跨度综合楼AbstractDesignoftheprojectis
2、anintegratedmulti-purposeusesfloor.Leftforatwo-tierstructure,whichisthebottommallsandrestaurants,isthesecondfloorconferenceroomandmulti-purposeroom;Totherightsideofthefour-storeywhichthebottomforofficeuse,twoofthefourfloorsofthehotel.ThewholebuildingisT-shaped
3、,takingintoaccountthedesignofamulti-functionalandlarge-span,thedesignsofcast-in-placeconcretestructure.partitionswereaeratedconcreteblocktomeetthefunctionalrequirementsofthelayoutflexibility.Keywords:FramelargespanbuildingcomplexAbstractDesignoftheprojectisani
4、ntegratedmulti-purposeusesfloor.Leftforatwo-tierstructure,whichisthebottommallsandrestaurants,isthesecondfloorconferenceroomandmulti-purposeroom;Totherightsideofthefour-storeywhichthebottomforofficeuse,twoofthefourfloorsofthehotel.ThewholebuildingisT-shaped,ta
5、kingintoaccountthedesignofamulti-functionalandlarge-span,thedesignsofcast-in-placeconcretestructure.partitionswereaeratedconcreteblocktomeetthefunctionalrequirementsofthelayoutflexibility.Keywords:Framelargespanbuildingcomplex建筑工程技术专业毕业设计(论文)IV目录第一章:设计资料······
6、···················(1)1.1结构设计资料·······················(1)第二章:框架结构选型及布·····················(2)2.1结构体系选型·······················(2)2.2混凝土框架结构布置·····················(2)第三章:梁.板.柱截面尺寸设计·····················(3)3.1板截面尺寸设计·······················(3)3.2框架梁.柱尺寸设计·········
7、·············(3)3.3梁.柱线刚度的计算······················(3)第四章:荷载计算·························(5)4.1恒荷载计算························(5)4.2活荷载计算·························(8)4.3风荷载计算························(9)第五章:内力计算··························(11)5.1恒荷载作用下的内力计算·············
8、······(11)5.2活荷载作用下的内力计算···················(21)5.3风荷载作用下的内力计算···················(45)第六章:内力组合··························(50)6.1第二层梁的内力组合····················(50)6.2第二层柱的内力组合··········
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