毕业设计(论文)河北工业大学新校区12#教学楼设计学号：xxx姓名：专业：土木工程系别：土木工程系指导教师：讲师二○一四年五月摘要本计算书是针对北京交通大学海滨学院土木工程专业2014级毕业设计——教学楼设计的书面成果。本教学楼为五层现浇钢筋混凝土框架结构，长58.80m，宽21.00m，高20.50m，为7.5度设防，建筑场地为二类。整个设计分为建筑设计和结构设计两部分。建筑设计根据现行规范和毕业设计任务书的要求对教学楼进行了合理的平面布置。在结构设计中，首先选择一榀框架为本次手算的对象，明确计算简图和各个计算参数，计算竖向荷载、水平荷载，进而计算出各种荷载作用下的内力，然后对各种内力进行组合，从中挑选出一组或多组最不利内力组合进行截面配筋计算。最后完成了梁柱配筋、板配筋、基础配筋等各构件施工图的绘制。在结构设计部分，我穿插进行PKPM电算，将电算结果同手算结果进行对比、分析，以保证计算成果的可靠性。关键词：教学楼；钢筋混凝土框架结构；抗震设计；PKPM电算AbstractThecalculationreportistheBeijingJiaotongUniversityofHaibinCollege'scivilengineeringspecialized2014levelofgraduationproject——thewrittenachievementof“thestudybuildingdesign”.Thebuildingisreinforcementconcretestructurewithfivestories.Thelengthofthebuildingis58.80m,thewidthis21.00mandtheheightis20.50m.For7.5degreesfortifications,nearsiteclassificationasClasstwovenues.Theentireworkisdividedintotwopartsapproximately:thearchitecturepartandtheconstructionpart.Atthebeginning,Icarriedonthereasonabledesignofthehotelplanarstructurebasedontherequestinthestandardbookletandthedesignprojectdescription.Intheprocessof“StructureDesign”,firstIchooseapinframeasthedutywhichcalculatedforthishand,clearaboutitscomputationdiagramandeachcomputationparameter.Thencarriesonverticalandthehorizontalloadfunctionthencalculatesundereachkindofloadfunctiontheinternalforce.Thencarriesoninternalforcetoeachkindofinternalforcetocombineandtochoosegroupoforthemulti-groupmostdisadvantageousinternalforcecombinationcarriesonthesectiondesigntoittomatchthemuscle.Finallycompletedthebeamandcolumnmatchthemuscle,theboardmatchesthemuscle,thefoundationmatchesthemuscle,thefoundationdetaildrawing,thestaircaseandvariouscomponentsconstruction'sdrawingplan.Inthepartofthestructuredesign,IgooncomputingonthestructuresoftwarePKPM,theresultsarecomparedwiththehandcount,analyze,andtoensurethereliabilityofthecalculationresults.Keywords:Officebuildings;Framestructure;PKPMcomputing目录TOC\o"1-3"\h\zHYPERLINK\l"_Toc325292929"摘要PAGEREF_Toc325292929\