施工组织设计毕业设计1.doc

目录1 编制依据··············································· 12 工程概况··············································· 2 2.1 工程建筑概况········································ 2 2.2 建筑设计特点········································ 2 2.3 结构设计特点········································ 2 2.4 施工特点············································ 3 2.5 施工条件············································ 33 施工目标··············································· 44 施工项目管理总体安排··································· 5 4.1 项目部机构·········································· 5 4.2 现场项目管理机构···································· 6 4.3 现场安全管理机构···································· 6 4.4 现场环境、文明施工管理网络··························· 7 4.5 工程主要负责人简介·································· 75 施工方案·············································· 10 5.1 施工顺序··········································· 10 5.2 施工起点和流向····································· 10 5.3 工艺流程··········································· 10 5.3.1 基础工程········································ 10 5.3.2 主体工程········································ 10 5.3.3 屋面工程········································ 10 5.3.4 装修工程········································ 11 5.3.5 垂直、水平运输··································· 11 5.4 施工方法和施工机械的选择····························11 5.4.1 桩基工程········································ 11 5.4.2 土方工程········································ 11 5.4.3 基础工程········································ 12 5.4.4 现浇结构工程···································· 13 5.5 施工工艺··········································· 17 5.5.1 门窗安装········································ 17 5.5.2 挤塑板保温施工·································· 18 5.5.3 RE保温砂浆施工·································· 18 5.6 施工机械的选择····································· 19 5.6.1 施工机械的配置·································· 19 5.6.2 主要检测用品需用量计划·························· 21 5.6.3 主要安全用品防护计划·····························216 施工进度计划·········································· 22 6.1 施工进度计划······································· 22 6.2 施工进度计划横道图································· 22 6.3 保证工程进度措施··································· 227 施工准备计划·········································· 268 各项资源需用量计划···································· 27 8.1 劳动力计划········································· 27 8.2 设备计划··········································· 28 8.3 材料计划··········································· 299 施工总平面布置图······································ 3110 技术准备措施········································· 32 10.1 保证质量的一般措施································ 32 10.2 质量通病防治措施·································· 32 10.3 材料进场验收······································ 33 10.4 各分部工程质量通病防治···························· 33 10.4.1 基础工程······································· 33 10.4.2 主体结构工程··································· 34 10.4.3 屋面工程······································· 36 10.5 保证安全生产的措施································ 38 10.6 保证文明施工的技术组织措施························ 39 10.7 确保工程工期的技术组织措施························ 4011 技术经济指标分析····································· 41 11.1 技术方面·········································· 41 11.2施工方面··········································· 41 11.3 安全方面·········································· 41 11.4 实行强制式机械管理································ 41 11.5 采用独特的物资供应和管理模式······················ 41 11.6 其他方面·········································· 42 1 编制依据a) 某某设计研究院有限公司设计的08025-8、9施工图纸b) 本工程现场条件和周围环境 c) 中华人民共和国现行的“建筑工程施工及验收规范”、“建筑工程质量检验评定标准”。 d) 承包商的综合经济实力和计划投入本工程的各类资源。e) 承包商已认证的ISO9002质量体系程序文件和第三层次支持性文件。f) 江苏省和盐城市工程建设现行有关指令性文件规定。g) 建筑业十项新技术、新工艺推广及应用。h) 建设部推行的强制性标准。i) 根据拟建的施工现场的地况、地貌及地方资源、条件、交通及本地区的历史气象条件。j) 按我公司现有物质条件、生产能力、竞争水平。2 工程概况2.1工程建筑概况工程名称：某某景区核心区拆迁安置区1#楼工程；地址：位于某某市某某东广公路北侧，交通便利；性质：该建筑物为安置小区1号住宅楼；用途：为安置住宅楼；设计单位：某某设计研究院有限公司设计；开竣工日期：工程于某某年6月开工，某某年3月竣工，施工总工期257日天；施工图：本设计图纸为建筑施工图设计，包括建筑、结构、水、暖、电专业设计内容。2.2建筑设计特点本建筑基底占地面积631.2m2 ；总建筑面积3670m2；住宅楼共5+1层,局部六层首层为车库，2-6层为住宅层；首层车库层高为2.5米，2-6层层高为3米；总高17.65米；总长58.79米；总宽13.1米；室内装修设计另行委托，按二次装修设计施工。2.3结构设计特点基础类型：条形基础；埋深深度：1.3m；桩的类型：混凝土灌注桩；桩的根数：166根；桩的长度：18m；主体结构类型：现浇框架结构；混凝土标号：基础垫层混凝土强度等级为C10，为注明的均为C25；框架抗震等级三级；建筑结构安全等级为二级；建筑耐火等级为二级；屋面防水等级为二级；抗震设防烈度7度；抗震构造措施设防烈度1度；基本风压0.40KN/m；基本雪压0.3KN/m2。2.4 施工特点a) 工程需做好相应的安全、文明施工措施，降低噪音，安全防护落实到位，提高现场文明施工程度。b) 妥善解决好抗震节点构造、混凝土强度、防水屋面等重点部位的施工。c) 本工程塑钢窗、钢质进户门、车库钢质门、外墙乳胶漆以及水电安装材料等由甲方提供，材料质量由采购方负责，施工质量由施工方负责。d）施工工期含夏、秋、冬三季，需采用相应的进度工期和季节性施工措施。e）该工程场地面积宽松，我公司决定强化施工现场平面设计与管理。f）环境保护要求高，本工程施工时必需减少噪声和环境污染，维持区域内正常环境，文明施工要求高。2.5施工条件施工场地平整，道路修建至施工现场，土石方及人工挖孔桩土石方完成，三通一平，符合开工条件。3. 施工目标a)工程质量：按国家有关施工验收规范和建筑安装工程质量检验评定标准，一次验收合格率100，确保合格工程。并实行项目经理质量终身制,保修按建设部80号令。b)施工工期：根据业主要求及考虑类似总承包工程经历，确定工期250天交工（日历天），施工过程设立工期控制点，并确保各工期控制点的实现。c)施工安全：施工安全合格率100，杜绝设备、消防等重大安全事故，确保安全优良