Abstract
Based on the background of significance of railway construction, introduces the design of bridge construction organization, from project summary to the organization and time limit for a project plan, and then to the construction preparation, construction process, construction process control, and finally to the construction safety and civilized construction, describes the overall system a bridge from the construction preparation stage to eventually become a real project entire process. Article concise, easy to understand, the overall system, let a person see the form immediately after the very clear thinking, to the whole construction procedures have a very clear understanding. Article focuses on the construction technology, construction methods of the project and the control of the construction process. For our civil engineering professional, quality control, technical level, time limit control is particularly important. The article take large space to introduce construction technology, construction method and construction process control, it is tightly organic combination of the three aspects. This article from the first step in the bridge construction of open caisson pile construction to bridge construction of ancillary facilities are given to the detailed explanation, deepened our understanding of bridge construction. For bridge construction control project in the process of introduction, and emphatically introduces the quality assurance measures, this make us more to understanding the concept of enterprise of engineering quality for this. Article the last few chapters also introduced the construction safety, conservation and civilized construction, which in turn reflects the image of an enterprise, and strictly follow the \prevention first, comprehensive management\synchronous implementation of the construction of production and
environmental protection, synchronous construction, principles of synchronous development.
Keywords：Construction process; Process control; Civilization construction
目录
摘要 ....................................................................................................................... 5 Abstract .................................................................................................................. 6 第1章 绪论 ........................................................................................................ 1 第2章 编制依据和编制原则 ............................................................................. 1
2.1 编制依据................................................................................................ 1 2.2 编制原则................................................................................................ 2 第三章 工程概况 ............................................................................................... 2
3.1 结构特征............................................................................................... 2 3.2 地质、水文及气候条件....................................................................... 3 3.3 工期安排............................................................................................... 3 3.4 工程数量表........................................................................................... 3 第四章 主要施工方案 ....................................................................................... 6
4.1 施工顺序............................................................................................... 6 4.2 2、3号台沉井基础的制作.................................................................. 6
4.2.1 沉井的制造................................................................................ 7 4.2.2 模板支立.................................................................................... 8 4.2.3 钢筋的安扎................................................................................ 8 4.2.4 底模内,外侧模的拆除............................................................... 8 4.2.5 沉井下沉...................................................................................... 8 4.2.6 沉井纠偏...................................................................................... 9 4.2.7 沉井下沉允许偏差...................................................................... 9 4.2.8沉井清底....................................................................................... 9 4.2.9 沉井封底...................................................................................... 9 4.3 钻孔桩施工......................................................................................... 10
4.3.1 测量放线.................................................................................. 10 4.3.2 护筒的制作与埋设。................................................................ 10 4.3.3 钻机的采用及标准.................................................................... 11 4.3.4 泥浆.......................................................................................... 11 4.3.5 钻孔时应主要应控制好2个基本参数：钻压和转速。........ 11 4.3.5.1钻压.......................................................................................... 11 4.3.5.2转速.......................................................................................... 11 4.3.7 钻孔检查.................................................................................. 12 4.3.8 灌注水下混凝土...................................................................... 12
4.3.9 注意事项和事故处理.............................................................. 13 4.3.9.1钻孔前...................................................................................... 13 4.3.9.2钻孔时...................................................................................... 13 4.3.9.3成孔后...................................................................................... 13 4.4 承台的施工........................................................................................... 14
4.4.1承台基坑开挖。......................................................................... 14 4.4.2 承台建造。................................................................................ 14 4.4.3墩台施工..................................................................................... 14 4.4.4绑扎钢筋..................................................................................... 14 4.4.5立模板......................................................................................... 14 4.4.5.1 模板制作................................................................................. 14 4.4.5.2 模板安装................................................................................. 14 4.4.6混凝土......................................................................................... 15 4.4.7混凝土养生................................................................................. 15
第五章，施工进度安排 ..................................................................................... 15
5.1施工准备................................................................................................ 15 5.2 基本工程施工进度安排....................................................................... 15
5.2.1 劳动力组织................................................................................ 15
第六章 资源配置 ............................................................................................. 16 第七章 平面图布置 ........................................................................................... 18 第八章 技术组织设计措施 ............................................................................. 18
8.1确保工程质量的措施............................................................................ 18
8.1.1 工程质量目标............................................................................ 18 8.1.2证工程质量的总体措施............................................................. 18 8.1.4混凝土搅拌质量保证措施......................................................... 20 8.1.5 混凝土灌注的质量保证措施.................................................... 20 8.1.6钻孔桩施工质量保证措施......................................................... 20 8.1.7承台、墩柱及盖梁施工的质量保证措施................................. 21 8.2确保工程工期的安排............................................................................ 21
8.2.1从组织管理上保证工期............................................................. 21 8.2.2从计划安排上保证工期............................................................. 22 8.3安全保证体系及确保安全的措施....................................................... 22
8.3.1确定安全生产目标和安全防范要点....................................... 22 8.3.2建立安全生产体系................................................................... 22
8.3.3加强施工现场安全教育........................................................... 22 8.3.4主要安全技术措施................................................................... 24 8.4冬期和雨季的施工安排....................................................................... 25
8.4.1冬期施工................................................................................... 25 8.4.2雨季施工................................................................................... 26
结 论 ................................................................................................................. 26 致 谢 ................................................................................................................. 27
石家庄铁道大学毕业设计
第1章 绪论
施工组织设计属于技术文件，于设计招投标、施工阶段时期进行提交，为项目负责人统筹生产活动，规范项目治理，协调进程与优化配置资源的根据。
施工组织设计同时也是工地领导进行劳动力分配和机械配置的依据。 施工组织设计是项目全体员工进行施工生产等活动的行动纲领 施工组织设计是编制施工预算定额的主要依据。
总之，施工组织设计对于能否优质、高效、按时，按质的完成桥梁项目施工任务有重要作用。
所以施工组织设计是工程项目的核心所在，编制一套完整清晰的施工组织计划是快速高效安全的完成施工的必要条件。
第2章 编制依据和编制原则
2.1 编制依据
2.1.1 ××大桥招标文件、××大桥全桥设计图 2.1.2 陇海线宝兰段复线指导性施工组织设计 2.1.3 定额
《铁路工程劳动定额标准》、《铁路工程预算定额》第一册“路基工程”、第二册“桥涵工程”
2.1.4 施工规范
《铁路桥涵施工规范》(TBJ203—2000)、《铁路混凝土及砌石工程施工规范》 (TBJ210—2000)、《铁路路基施工规范》(TBJ 202—2000)、《铁路桥涵工程施工技术手册》
2.1.5 现场踏勘收集的资料
1