大学综合行政办公楼建筑结构设计计算书(me)

河南科技大学毕业设计I东营石油大学综合行政办公楼建筑结构设计摘要本毕业设计题目为“东营石油大学综合行政办公楼建筑结构设计”。设计的内容包括建筑设计、结构设计两部分。建筑设计是在总体规划的前提下，根据设计任务书的要求，查阅办公楼设计规范，确定设计方案，画出建筑施工图。结构设计是在建筑物初步设计的基础上确定结构方案并绘制结构施工图。本设计采用钢筋混凝土现浇框架结构，建筑面积为8748.54㎡，建筑层数为上部六层（层高均为3.6m），地下一层(层高4.2m)，建筑高度为21.6m。根据设计要求，设防烈度为7度，抗震等级为3级，设计中不考虑风荷载作用。本方案主体结构为纵横向承重框架。在进行荷载计算和构件截面估算后，选取了一榀框架进行计算，计算内容包括：恒载、活载、地震作用下框架梁端和柱端弯矩、剪力及轴力的计算；框架梁内力调幅；框架梁、柱内力组合；框架梁、柱配筋计算；楼梯配筋计算；板配筋计算；筏板基础配筋计算。整个结构设计过程中，严格遵循相关的专业规范的要求，参考相关资料和有关最新的国家标准规范，对设计个各个环节进行综合全面的科学性考虑。总之安全、适用、经济是本设计的基本原则。关键词：办公楼，建筑设计，结构设计，框架结构，荷载计算，配筋计算河南科技大学毕业设计IIDESIGNOFBUILDINGSTUCTUREOFTHEADMINISTRATIVEOFFICEOFDONGYINGPETROLEUMUNIVERSITYABSTRACTThetopicofgraduationprojecthasbeenshownasthetitle,andthisprojectincludesdesignofarchitecturaldesignandstructuraldesign.Accordingtotheassignmentbook,thearchitecturaldesignistoplottheconstructiondrawingoftheobjectivebuildingunderthespecificationfortheofficedesign.Andbasedonthearchitecturaldesign,thestructuraldesignistoplotthestructuralconstructiondrawingwiththecorrespondingstructuralcalculation.Theobjectiveofthisprojectisframeworkconstructionofcast-in-placereinforcedconcrete.Thisbuildinginsistofovergroundwithsixfloors(3.6mperfloor)andundergroundparkinglot(4.2m),andthetotalheightofthisbuildingcomesto21.6m.Accordingtothedesignrequirement,fortificationintensitycomesto7andclassofanti-seismicmeasureis3,alsothisprojectdidn’tconsiderthewindload.Themainstructureinthisprojectisbearingframeinbothvirtualandhorizontaldirection.Afterthecalculationofloadingandsection,theauthorusedsingleframeforcalculation,andthecontentofcalculationincludetheselectionofsectionmeasurementofgirderandcolumnandthecalculationoflinearstiffness;thecalculationofmoment,shearingforceandaxialforceattheendofgirderandcolumn;regulationofinternalforceofgirder;arrangementofinternalforceifgirderandcolumn;calculationofreinforcementofgirder,column,stairs,floorandtheraftfoundation..Duringthealltheprocedureofdesign,thecorrespondingspecificationandmaterialshavebeenreferenced.Andeachofthesegmenthavebeenconsideredsufficiently.Inaword,theprojecttakethe“Safe,Applicable,Economic”asthebasicprinciple.河南科技大学毕业设计IIIKEYWORDS：AdministrationBuilding,Architecturaldesign,Structuraldesign,Frameworkstructure,loadingcalculation,reinforcementcalculation河南科技大学毕业设计IV目录前言..................................................1第1章设计基本资料....................................2§1.1工程概况.......................................2§1.2结构选型.......................................3§1.3确定计算简图及梁柱线刚度计算...................3§1.3.1柱网布置图...........................................3§1.3.2计算简图.............................................3§1.3.3梁的截面尺寸.........................................5§1.3.4柱的截面尺寸.........................................6§1.3.5梁柱的线刚度计算.....................................6第2章荷载计算........................................8§2.1恒载标准值计算.................................8§2.2活荷载标准值计算..............................10§2.3竖向荷载下框架受荷............................10§2.3.1C～D、E～F轴间框架梁...............................10§2.3.3C、F轴柱纵向集中荷载的计算........................12§2.3.4D、E轴柱纵向集中荷载的计算........................13§3.1恒荷载作用下的内力计算.........................15§3.1.1梁的固端弯矩........................................15§3.1.2弯矩分配系数的计算..................................16§3.1.3恒荷载作用下的剪力计算..............................20§3.2活荷载作用下的内力计算........................24§3.2.2集中活荷载偏心引起的固端弯矩：......................25§3.2.3活荷载作用下的剪力计算..............................26§3.3水平地震作用下的内力计算......................30§3.3.1各楼层重力荷载代表值的计算.........................30§3.3.2水平地震作用下框架的侧移验算.......................32§3.3.3框架柱的侧移刚度D值计算...........................33§3.3.4框架自振周期的计算..................................33河南科技大学毕业设计V第5章框架梁、柱配筋.................................66§5.1框架柱的配筋计算..............................66§5.1.1轴压比验算..........................................66§5.1.2截面尺寸复核........................................66§5.1.3正截面受弯承载力计算...............................67§5.1.4正截面承载力验算....................................72§5.1.5斜截面受剪承载力计算................................73§5.1.6裂缝宽度验算........................................73§5.2框架梁的配筋计算..............................89§5.2.1正截面受弯截面承载力计算............................89§5.2.2斜截面受剪承载力计算................................91第6章板的配筋计算..................................105§6.1屋面板配筋....................................106§6.1.1荷载计算...........................................106§6.1.2弯矩计算...........................................106§6.1.3配筋计算...........................................107§6.2标准层楼板配筋计算............................109§6.2.1荷载计算...........................................109§6.2.2弯矩计算...........................................109§6.2.3配筋计算...........................................110第7章楼梯配筋计算..................................113§7.1楼梯设计.....................................113§7.2踏步板计算....................................113§7.2.1荷载计算..........................................113§7.2.2内力计算..........................................114§7.2.3截面承载力计算....................................114§7.3楼梯斜梁计算...........................