摘 要 本设计是武汉华润翡翠城3号住宅楼的施工组织设计。根据华润翡翠城3栋住宅楼的工程实际情况和结构特点，编制了各子项目的具体施工方案。并且利用广联达计算工程量。根据施工方案和工程量情况，确定施工班组施工期所需数量、施工材料需求、施工机械等设备配置情况，并编制施工进度计划；最后，根据施工现场的实际情况，确定现场临时运输道路、物资储存场地和临时供水等临时设施。 关键词：施工方案；进度计划；施工平面布置；工程量计算 Abstract The design is the construction of Wuhan HuaRun FeiCui City block 3# residential building construction design. It is based on the engineering actual situation and the structural characteristics of the 3 # residential building in the HuaRun FeiCui City. And the use of wan to calculate the amount of Engineering.The concrete construction plan of each sub-project is compiled. According to the construction plan and the project Project construction, to determine the number of construction teams required for the construction period, the demand for construction materials, construction machinery and other equipment allocation, and the preparation of construction schedule; Finally, according to the construction site of the actual situation, to determine the site of temporary transport roads, materials Storage sites and temporary water supply and other temporary facilities. The characteristics of this article: This article according to the actual project preparation of the construction organization design, has a high practicality. Key words: construction plan; schedule plan; construction plane layout；measurement of quantities. 目 录 绪论………………………………………………………………………………………………1 第一章 编制依据及说明…………………………………………………………………………2 1.1 编制依据………………………………………………………………………………2 第二章 工程概况……………………………………………………………………………4 2.1 参建单位概况……………………………………………………………………………4 2.2 工程概况…………………………………………………………………………………4 2.2.1 项目整体概况…………………………………………………………………4 2.2.2 结构工程概况…………………………………………………………………4 2.2.3 场地土层分布情况……………………………………………………………6 2.2. 4 水文条件………………………………………………………………………………6 2.2. 5 气象条件………………………………………………………………………………6

1. 工程重难点分析与处理……………………………………………………………8
2. 施工部署……………………………………………………………………………9

4.1 部署原则……………………………………………………………………………9 4.2 项目经理部组织机构………………………………………………………………10 4.3 工程施工目标………………………………………………………………………10 4.4 施工流水段划分……………………………………………………………………11 4.5 施工准备……………………………………………………………………………12

1. 工程量的计算………………………………………………………………………13

5.1 建筑模型的建立…………………………………………………………………………13 5.2建筑构件汇总……………………………………………………………………15 5.3建筑混凝土用量………………………………………………………………………16 5.4建筑模板土用量………………………………………………………………………17

1. 主要分项工程施工方案……………………………………………………………18

6.1测量放线……………………………………………………………………………18 6.1.1主要测量仪器………………………………………………………………18 6.1.2测量控制基准点的建立……………………………………………………18 6.1.3高程控制网的建立…………………………………………………………19 6.1.4沉降观测……………………………………………………………………19 6.1.5基坑监测……………………………………………………………………19 6.2模板工程……………………………………………………………………………20 6.2.1模板选型设计……………………………………………………………………20 6.2.2安装前准备工作…………………………………………………………………21 6.2.3模板施工工艺……………………………………………………………………21 6.3钢筋工程……………………………………………………………………………25 6.3.1钢筋的加工………………………………………………………………………25 6.3.2钢筋的绑扎………………………………………………………………………33 6.4混凝土工程………………………………………………………………………………28 6.4.1浇筑前准备工作…………………………………………………………………28 6.4.2混凝土泵送………………………………………………………………28 6.4.3施工缝留置…………………………………………………………………28 6.4.4各部位混凝土浇筑…………………………………………………………………29 6.4.5混凝土养护…………………………………………………………………29 6.5脚手架工程…………………………………………………………………………30 6.5.1脚手架选型…………………………………………………………………30 6.5.2脚手架设计……………………………………………………………………30 6.5.3搭设流程……………………………………………………………………31 6.5.4搭设要点……………………………………………………………………31

1. 施工进度计划………………………………………………………………………33

7.1各类资源配置情况…………………………………………………………………33 7.2进度计划编制依据…………………………………………………………………41 7.3项目计划工期安排…………………………………………………………………41 7.4进度计划编制表………………………………………………………………………42

1. 施工平面布置图……………………………………………………………………46

8.1施工平面图设计依据………………………………………………………………46 8.2施工平面图设计原则………………………………………………………………46 8.3施工平面图设计步骤………………………………………………………………46 8.4临时供水、供电的计算……………………………………………………………47 8.4.1临时供水……………………………………………………………………47 8.4.2临时供电……………………………………………………………………49

1. 各项管理及保证措施………………………………………………………………51

9.1质量保证措施………………………………………………………………………51 9.1.1项目质量保证体系的组成及分工…………………………………………51 9.1.2质量目标及其分解…………………………………………………………51 9.1.3采购要素的控制……………………………………………………………51 9.2技术保证措施………………………………………………………………………51 9.2.1技术资料的管理……………………………………………………………52 第十章 结论……………………………………………………………………………………53 参考文献………………………………………………………………………………………54 致谢……………………………………………………………………………………………56