图纸介绍

• 钢结构形式：钢结构
• 钢结构层数：超高层
• 钢结构施工部位：地下,主体,屋面,钢柱
• 钢结构安装方法：单件吊装法

本资料为广州超高层综合大厦钢结构安装施工组织设计，pdf格式，共70页
目 录第一章 工程概况................................................................61.1 钢结构安装工程简况........................................................61.1.1 结构形式..............................................................61.1.2 钢构件种类............................................................71.1.3 节点形式..............................................................71.1.4 材料..................................................................71.1.5 钢结构工程量..........................................................71.2 钢结构安装施工难点........................................................71.3 工期、质量、安全目标......................................................81.4 编制依据..................................................................8第二章 施工部署................................................................92.1 说明......................................................................92.2 施工单元划分与总体安装顺序................................................92.3 施工总平面布置图..........................................................92.4 场地规划与构件配套供应....................................................92.5 钢结构与土建交叉施工的安排...............................................102.6 技术方案简介.............................................................102.6.1 钢结构安装技术方案综合说明...........................................102.6.2 大型安装机械介绍.....................................................102.6.3 钢结构安装的总工艺流程...............................................11第三章 施工组织管理...........................................................133.1 项目组织机构.............................................................133.2 钢结构工程部主要管理岗位职责.............................................133.3 劳动力组织...............................................................15第四章 钢结构安装工程资源需用量计划...........................................174.1 劳动力安排一览表.........................................................174.2 主要安装机械、工具一览表..................................................174.3 主要检验测量仪器一览表...................................................194.4 主要措施用料一览表.......................................................20第五章 施工进度计划...........................................................215.1 施工进度计划编制说明.....................................................215.2 钢结构安装工期控制点设置.................................................215.3 钢结构安装进度计划.......................................................21第六章 钢结构安装的常规方案...................................................226.1 钢结构安装的测量与监控...................................................226.1.1 高层钢结构测量工作的基础条件.........................................226.1.2 测量与监控的工艺程序.................................................226.1.3 测量质量保证措施.....................................................276.1.4 测量与监控工艺流程...................................................286.2 首节钢柱地脚螺栓安装与首节钢柱安装.......................................296.2.1 地脚螺栓安装.........................................................306.2.2 首节钢柱安装.........................................................306.3 钢结构的吊装与校正.......................................................316.3.1 钢柱安装工艺.........................................................316.3.2 钢梁安装工艺.........................................................316.3.3 钢结构的校正.........................................................326.4 高强度螺栓安装...........................................................346.4.1 高强度螺栓施工前准备工作.............................................346.4.2 高强度螺栓安装程序...................................................356.4.3 高强度螺栓质量检查...................................................366.4.4 高强度螺栓安装工艺流程图.............................................366.5 钢结构现场焊接...........................................................376.5.1 概述.................................................................376.5.2 焊接前的技术复核工作.................................................386.5.3 钢结构的焊接顺序.....................................................396.5.4 焊接前的准备工作.....................................................406.5.5 焊接过程控制.........................................................416.5.6 注意事项.............................................................416.5.7 焊接检查检验.........................................................416.5.8 返修.................................................................426.5.9 焊接工艺流程.........................................................426.6 压型钢板安装.............................................................436.6.1 压型钢板安装工艺如下.................................................446.6.2 在压型板的施工中应注意以下问题.......................................446.7 栓钉焊接.................................................................456.7.1 栓钉焊接前的准备工作.................................................456.7.2 栓钉焊接工艺参数.....................................................466.7.3 焊后质量检查.........................................................466.7.4 栓钉焊接缺陷及对策...................................................466.8 防火涂层施工.............................................................476.8.1 高层钢结构涂装工艺过程...............................................476.8.2 高层钢结构涂装时应注意的问题.........................................496.9 高空安全防护技术........................................................496.9.1 附着式爬梯...........................................................506.9.2 操作平台.............................................................506.9.3 扶手绳...............................................................516.9.4 吊篮.................................................................516.9.5 护栏.................................................................526.9.6 安全网...............................................................526.9.7 工具棚...............................................................536.9.8 压型钢板的安全防护作用...............................................536.9.9 整体提升脚手架.......................................................54第七章 钢结构安装的特殊方案...................................................567.1 观光电梯井（独立柱）变形控制.............................................567.2 空中走廊（24m 跨度）吊装..................................................577.2.1 提升方案比较.........................................................577.2.2 吊装工艺顺序.........................................................577.2.3 吊装系统的组成.......................................................577.3 屋面顶针（装饰塔）安装...................................................587.3.1 概述.................................................................587.3.2 提升原理及系统组成...................................................587.3.3 抗倾覆系统介绍.......................................................597.3.4 提升工艺过程.........................................................60第八章 施工保证措施...........................................................628.1 质量保证措施.............................................................628.1.1 质量管理体系概述.....................................................628.1.2 施工各阶段具体人员的职责.............................................628.2 安全保证措施.............................................................638.2.1 安全管理体系图.......................................................638.2.2 安全保证措施.........................................................648.3 工期保证措施.............................................................668.4 雨期施工保证措施.........................................................668.5 现场文明施工保证措施.....................................................678.6 环境保护措施.............................................................67第九章 拟采用的新技术、新工艺、新设备、新材料...................................689.1 新设备的使用.............................................................689.2 新工艺的应用.............................................................689.3 新技术的应用.............................................................68第十章 工程交工验收与交工资料整理.............................................6910.1 交工验收程序............................................................6910.2 交工资料的编制及交付....................................................6910.3 交工资料文件目录........................................................70

厦标准层钢结构结构平面图

施工单元的划分

平面控制网布置图

H 型钢梁接头焊接顺序图