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1、摘要此计算书主要阐述剪力墙高层住宅楼设计。涉及内容包括建筑设计和结构设计两部分。结构采用剪力墙结构体系。本建筑物长35m，宽13m，占地面积426，总建筑面积5100。建筑层数为地上十二层，地下一层，十三层为电梯机房。本设计按7度抗震设防烈度进行设计，设计地震分组为第一组，场地类别为Ⅱ类，使用年限为50年。设计分为两部分：第一部分是建筑部分，包括建筑的平面设计，建筑立面的设计，建筑剖面设计，建筑构造做法及材料的选用。本建筑设计采用了单元式的平面组合，使单元内各房间相对独立、安静，不被穿越但又有一定的联系，满足使用要求。第
2、二部分为结构设计，本设计的结构采用剪力墙承重体系，填充墙体采用陶粒混凝土空心砌块砌筑，有利于减轻建筑物自重。计算选取两片典型的剪力墙进行水平力和竖向力计算，同时进行内力组合，以确定最不利内力，并进行墙肢截面及连梁的设计。同时还进行了屋面板，雨棚板，楼梯截面设计等。关键词：高层住宅剪力墙结构钢筋混凝土抗震设计IAbstractTheaccountsofthemainlyexpoundstheshearwallhigh-riseresidentialhousesdesign.Contentsincludearchitectu
3、raldesignandstructuredesigntwoparts.Structureandtheshearwallstructuresystem.Thisbuildinglong35m,wide13m,coversanareaof426.19,atotalconstructionareaof5114.28.Constructionlayerforthegroundtenfloor,underground,13layerforelevatorcomputerroom.Thisdesignby7degreeseismi
4、cfortificationintensitytocarryonthedesign,designforthefirstgroupearthquakegroup,thesitecategoriesforⅡclass,usefixednumberofyearfor50years.Designisdividedintotwoparts:thefirstisthebuildingparts,includingtheconstructionofgraphicdesign,thedesignofthebuildingelevatio
5、n,buildingprofiledesign,architecturalconstructionmethodsandtheselectionofmaterials.Thebuildingwasdesignedusingtheplaneoftheunitcombination,makeunitroomwithintherelativelyindependent,quiet,don'tbethroughbutalsohasthecertaincontact,thearchitecturallayoutadjustmeasu
6、restolocalconditions,flexiblelayout,functionalpartitionclear,streamlineclear,easytomanagement,andmeettherequirementsofoperation.Thesecondpartisthestructuredesign,thedesignoftheshearwallstructurebearingsystem,filling,wallusingceramsiteconcretehollowblockslaying,he
7、lpedtolightenthebuildingself-respect.Selecttwoofthetypicalcalculatedshearwallhorizontalforceandtheverticalforcecalculation,andforcecombination,todeterminethemostunfavorableinternalforce,andcarryonthewallandeventhebeamsectionlimbdesign.Alsoontheroof,thecanopyboard
8、,stairsectiondesign,etc.Keywords:high-riseresidentialshearwallstructureReinforcedconcreteSeismicdesignIIIII目录摘要................................................
