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大学本科毕业设计广州某校6号教学楼施工组织设计与施工技术年级:2003级学号:姓名:专业:土木工程指导老师:二○○七年六月****大学本科毕业设计第I页院系****大学土木工程学院专业土木工程年级2003级姓名题目广州某校6号教学楼施工组织设计与施工技术指导教师评语指导教师(签章)评阅人评语评阅人(签章)成绩答辩委员会主任(签章)年月日****大学本科毕业设计第II页毕业设计任务书班级2003级土木18班学生姓名****学号发题日期：2007年4月12日完成日期：2007年6月12日题目：广州某校6号教学楼施工组织设计与施工技术1、本论文的目的、意义：本设计结合具体工程实例，要求学生完成钢筋混凝土框架结构的施工组织设计。本设计要求学生积极搜集资料、加强现场调研，将所学到的施工组织理论扩展并应用到现场实际施工中去，使编制的施工组织设计合理可行。通过设计检验培养学生综合运用所学的基础理论、基本知识和基本技能，独立分析、解决工程实际问题的能力，锻炼培养学生办公软件（Office、AutoCAD等）及相关软件（如梦龙）的应用能力，加深对施工组织设计的理解与认识，同时使学生得到独立写作论文的初步训练，并培养学生正确的思想方法，树立严谨的治学态度、理论联系实际的工作作风。2、学生应完成的任务：（1）、详细设计内容（文本）；（2）、设计图纸（网络图、横道图、施工平面布置图）；（3）、外文翻译；（4）、实习指导纪要；（5）、实习报告；（6）、实习日志。****大学本科毕业设计第III页3、论文各部分内容及时间分配：（共8周）第一部分收集资料、学习补充相关知识（2周）第二部分工程量计算、施工方案设计（2周）第三部分编制网络进度计划、施工平面图设计（2周）第四部分文整（1周）评阅及答辩（1周）备注指导教师：年月日审批人：年月日****大学本科毕业设计第IV页摘要本设计内容为广州某校6号教学楼施工组织设计，核心内容体现于对施工技术的安排。该设计依据现有的施工技术水平和装备、现行施工规范和验收标准以及现场的调查资料等进行编制，具有可操作性，能够切实指导施工生产。本施工组织设计作为主导施工的依据，编制时对工程量进行了全面计算，围绕“一图三表”及其确定过程，对工程质量、劳动力组织、施工进度计划控制、机械设备及周转材料配备、主要分部分项工程施工方法、安全保证措施、文明施工、降低成本措施等诸多因素尽可能充分考虑，突出科学性及可行性。本设计为钢筋混凝土框架结构，采用现场浇筑施工。本施工组织设计编制采用较为先进的表格化方法。设计过程中充分考虑了广州地区的环境因素对工程的影响，并做出了具体的应对措施。广州是亚热带季风性气候，三月到五月份为雨季，进入六、七、八、九月，时有大雨、台风。因此在基坑支护阶段和防止外墙渗漏等进行了特殊安排。对于高温施工时的注意事项也进行了充分的考虑。同时，根据与业主的协商，将本工程的施工时间安排在9月——6月之间，尽可能地降低地区性环境因素对工程的影响。关键词建筑施工组织设计雨季高温****大学本科毕业设计第V页AbstractThedesigncontentistheconstructionmanagementplanofthe6thteachingconstructioninaschoolofGuangzhou.Thecoreofthecontentistoarrangeconstructiontechnology.Thedesignisbasedontheexistingconstructiontechnologyandequipment,theexistingconstructionnormsandacceptancecriteriaandon-siteinvestigationstoestablish.Itisoperational,anditcaneffectivelyguidetheconstructionproduction.Theconstructionmanagementplanisthebasisoftheleadingconstruction.Wecomprehensivelycalculatetheengineeringmeasurewhenestablish.wesufficientlyconsiderthequalityoftheproject,labororganizationsthecontrolofconstructionplans,mechanicalequipmentandturnovermaterials,methodsofmainlypartsoftheprojectconstruction,safetyassurancemeasures,civilizationconstruction,measurestoreducethecostandsoonaroundamapthreetablesanditsdeterminationprocess,givingprominencetoscienceandfeasibility.Thedesignisthereinforcedconcreteframestructures,usingtheconstructionofcastinginsite.Theconstructionmanagementplanusesamoreadvancedformoftablemethod.WetookfullaccountoftheeffectofenvironmentalfactorsontheimpactoftheprojectinGuangzhouareathroughthedesignprocess,andmakeaspecificmeasure.Guangzhouissubtropicalmonsoonclimate,andfromMarchtoMaytherewillberainyseason.ItmaysuffertheminJune,July,AugustandSeptember.Therefore,specialarrangementsmustbeusedtotheFoundationPitsupportstageandpreventtheouterwallleakage.Wefullyconsideredthenoticedissuesofconstructioninthehightemperature.Meanwhile,accordingtotheconsultationwiththeowners,theprojectwillbetheconstructedfromSeptemberthisyeartoJunenextyear,andwewillreducetheeffectoflocalenvironmentalfactorsontheimpactoftheprojectasmuchaspossible.Keywords：architecture，constructionmanagementplan，rainyseason，hightemperature****大学本科毕业设计第VI页目录第1章绪论····························································································11.1建筑施工组织设计概述······································································11.2项目概况························································································11.3本设计的主要工作············································································3第2章施工方案设计················································································42.1工程量计算·····················································································42.1.1主体混凝土工程量计算·································································42.1.2主体模板工程量计算····································································82.1.3基础工程量计算········································································102.1.4土方量计算··············································································122.1.5钢筋的工程量计算·····································································152.1.6钢筋的下料长度计算··································································152.2施工方案设计················································································182.2.1施工方案·················································································182.2.2施工顺序及施工方法··································································182.3脚手架工程···················································································262.4特殊部分的施工方法和技术措施························································282.4.1大体积混凝土施工的温度控制······················································282.4.2预防渗漏、开裂的技术措施························································29第3章施工进度安排和资源需要量计划·····················································323.1施工进度计划编制··········································································323.1.1确定劳动量或机械台班量···························································323.1.2计算各部分分项工程的持续时间··················································333.1.3劳动力不均衡系数·····················································