94房建毕业设计计算书

攀枝花学院本科毕业设计（论文）ABSTRACT1攀枝花学院本科毕业设计（论文）攀枝花科陶特钢有限公式办公楼设计计算书学生姓名：李林学生学号：201010701099院（系）：土木工程学院年级专业：2010级房建2班指导教师：阮小龙助理指导教师：二〇一四年六月攀枝花学院本科毕业设计（论文）ABSTRACT2摘要本设计项目为攀枝花科陶特钢有限公司办公楼，本工程为5层框架结构，全部作为办公用。第一层建筑面积为657.6㎡，二到五层各层建筑面积均为777.6㎡，总建筑面积为4168.42㎡。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，做到符合现代办公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.Thefirstfloorownsaareaof657.6squaremetersandthesecondtofifthfloorwithoutexceptowensaareaof777.6squaremeters,thetotalareais4168.42squaremeters.Onthebasisofrequirementoftasksandnormsandbymeansofconsultingvariousdocuments,thearchitectualdesignhavedonetoconformwiththerequirementsofmodernofficeandhumanizeddesign.Takingthestructure`sfunctionalrequirements,thatisSafety,ApplicabilityandDurabilityasastartingpoint,thestructuredesigntooktwomethodsofhandandcomputertocount,andthencomparedthetworesultsandtestedmutuallytoimprovetheaccuracyofstructurecalculation.OnthepurposeoftheQuality,Time,Cost,combiningfeaturesofthebuildingproject,specificenvironmentalconditions,technicalandeconomicconditionswithsiteconditions,theconstructionorganizationdesignresearchedandthencompletedoftheconstructionplanninganddesignprogram.KeywordsFramework,Requirements,Objectives,Architecturaldesign,Structuraldesig攀枝花学院本科毕业设计（论文）ABSTRACT3目录1工程概况....................................................................................................................52板的设计....................................................................................................................52.1楼面荷载................................................................................................错误!未定义书签。2.2材料选用...............................................................................................................................62.3荷载组合系数.........................................................................................错误!未定义书签。2.4板荷载的确定........................................................................................................................62.5板的内力计算：....................................................................................................................82.6双项板的配筋计算：.........................................................................................................123次梁计算....................................................................................................................133.1次梁选取............................................................................................................................143.2材料选用............................................................................................................................143.3荷载组合系数....................................................................................................................143.4荷载统计............................................................................................................................143.5内力计算............................................................................................................................143.6配筋计算............................................................................................................................144板式楼梯计算..........................................................................................................164.1资料......................................................................................................................................164.2楼梯板的计算......................................................................................................................164.3平台板计算..........................................................................................................................184.4平台梁的计算......................................................................................................................195框架计算..................................................................................................................205.1.1主要构件选型.........................................................................................................205.1.2梁﹑柱截面尺寸估算.............................................................................................215.1.3框架计算简图............................................................................................................22柱线刚度的计算.................................................................................................................22梁线刚度的计算.................................................................................................................225.1.4恒荷载及其内力分析................................................................................................245.1.5竖向荷载下的框架受荷总图....................................................................................265.2风