摘要本设计项目为惠民小区住宅9#楼，本工程为9层框架结构，一至九层为住宿区。第一层建筑面积为531.92㎡，二到五层各层建筑面积均为556.32㎡，总建筑面积为5386.77㎡。建筑设计根据任务书和规范的要求，通过查阅各种文献资料，做到符合现代居住和人性化设计的要求；结构设计以结构的功能要求“安全性、适用性、耐久性”为出发点，用手算和电算两种方法进行，再对两种结果进行比较，相互检验提高结构计算的精确度；施工组织设计以“质量、工期、成本”为目标，结合项目建设特点、具体环境条件、技术经济条件和现场施工条件，研究、完成了施工规划设计方案.关键词框架，要求，目标，建筑设计，结构设计ABSTRACTThedesignprojectistheseventhcomprehensivedormitoryofBaiMaironmine,it’sabuildingofframework,whoselowerone-tierisfunctionareaandtoppefour-storeyiscomprehensivedormitory.Thefirstfloorownsaareaof914.80squaremetersandthesecondtofifthfloorwithoutexceptowensaareaof827.52squaremeters,thetotalareais4224.88squaremeters.Onthebasisofrequirementoftasksandnormsandbymeansofconsultingvariousdocuments,thearchitectualdesignhavedonetoconformwiththerequirementsofmodernofficeandhumanizeddesign.Takingthestructure`sfunctionalrequirements,thatis"Safety,ApplicabilityandDurability"asastartingpoint,thestructuredesigntooktwomethodsofhandandcomputertocount,andthencomparedthetworesultsandtestedmutuallytoimprovetheaccuracyofstructurecalculation.Onthepurposeofthe"Quality,Time,Cost",combiningfeaturesofthebuildingproject,specificenvironmentalconditions,technicalandeconomicconditionswithsiteconditions,theconstructionorganizationdesignresearchedandthencompletedoftheconstructionplanninganddesignprogram.KeywordsFramework,Requirements,Objectives,Architecturaldesign,Structuraldesig目录1工程概况................................................................................................................-5-2板的设计..................................................................................................................-6-2.1楼面荷载...........................................................................................................................-6-2.2材料选用...........................................................................................................................-6-2.3荷载组合系数....................................................................................................................-6-2.4板荷载的确定....................................................................................................................-6-2.5板的内力计算：................................................................................................................-8-2.6单项板的配筋计算：.....................................................................................................-15-2.7双项板的配筋计算：.....................................................................................................-15-3次梁计算.................................................................................................................-18-3.1次梁选取........................................................................................................................-18-3.2材料选用........................................................................................................................-18-3.3荷载组合系数................................................................................................................-18...
