单层钢结构厂房施工组织设计.pdf

《单层钢结构厂房施工组织设计.pdf》由会员分享，可在线阅读，更多相关《单层钢结构厂房施工组织设计.pdf（34页珍藏版）》请在淘文阁 - 分享文档赚钱的网站上搜索。

1、word-0-/34 433 武警哨楼房与技改工程施工组织设计建设单位：监理单位：编制单位：编制人：审核人：批准人：编制时间：二 0 一三年七月二十三日word-1-/34 目录一、工程概况.-2-二、施工执行技术标准、规程、规.-2-三、施工机具和人员配置.-2-四、场地介绍与施工平面图.-3-五、施工工序.-3-六、施工方案.-4-七、钢结构质量施工管理.-26-八、钢结构安全施工管理.-28-九、钢结构环境保护文明施工管理.-32-文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J

2、1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX

3、3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J

4、1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX

5、3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J

6、1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX

7、3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J

8、1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1word-2-/34 单层钢结构厂房施工组织设计一、工程概况1工程名称：金山禅心制药生产线技改项目2工程地点：省工业区3工程简介：本工程为单层钢结构金属压型钢板车间，钢柱、主梁均采用H型钢；均采用高强度螺栓连接；檩条为镀锌C 型钢，用普通螺栓连接固定；墙体为：白色单层压型钢板；屋面板为海蓝色单层压型钢板，复合保温自防水屋面；拉条为圆钢；角撑为角钢；根底为框架柱根底，与柱连接为预埋板地锚螺栓连接。人字形屋面，坡度为5%，采用白色塑钢门窗，门为特级防火卷帘门。本工程结构安全等级为二级，结构抗震设防标准为丙类，耐火等级

9、为二级，主体结构的设计合理使用年限为50年。本工程结构抗震设防烈度为七度，设计地震分组为二组。二、施工中执行的技术标准、规程、规1 设计图纸与设计说明文件2 钢结构工程施工质量验收规 GB50205-2001 3 建筑钢结构焊接技术规程 JGJ81-2002 4 钢结构制作工艺规程 DBJ08-16-95 5 结构工程质量检测评定标准 GB50221-95 6 钢结构高强度螺栓连接的设计、施工与验收规程 JGJ82-91 7 建筑工程施工质量验收统一标准GB50300-20018压型金属板设计施工规程YBJ216-889涂装前钢材外表锈蚀等级和除锈等级GB8923 10钢结构防火涂料应用技术规

10、程CECS24：90 11 工程合同有关语文件三、施工机具和人员配置1 主要施工机具机具名称型号规格单位数量备注交流电弧焊机台4 直流电弧焊机台1 手电钻把2 空气压缩机台1 刨边磨边机台1 型材切割机台1 角向磨光机把2 电焊条烘干箱台1 电焊条保温筒台2 超声波探伤仪台1 汽车起重机台1 文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K

11、9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N

12、7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K

13、9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N

14、7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K

15、9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N

16、7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1word-3-/34 手拉葫芦只2 云石切割机把1 气割设备套2

17、检验工具批1 五金工具批1 喷砂机台1 喷漆机台1 2人员配备序号人员类别最高使用人数备注1 技术负责人1 工程技术管理2 施工员1 现场施工管理3 安检员1 安全与质量检查4 电焊工4 焊接、气割5 安装工4 钢结构制作安装6 电工1 电气7 钳工1 附属设备安装8 后勤人员1 生活四、场地介绍与施工平面图本工程位于省工业区。为亚热带季风气候，极少霜冻期，施工条件较好。地基局部是推山填土承载力较差，为混凝土柱根底。无地下水，场地排水通畅，雨量充足，无冰雪。施工总面积约20000平方米,道路为简易实土路面,路况较差，东面环山，西临新中方药业圆，南临亿明药业圆，北面环山。五、施工工序（1）生活设

18、施施工（2）施工机具布置（3）材料进场存放、验收（4）技术准备2.钢结构制作组装、检验（1）钢材放样,下料,开孔（2）切割、矫正成型（3）边缘、端部和摩擦面加工（4）钢结构构件组装、校正、检验（5）各构件第一遍防腐涂刷3.钢结构焊接、检验4.钢结构安装、检验（1）根底检查（2）吊装前准备（3）钢柱吊装校正（4）钢梁吊装校正文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 H

19、X3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5

20、J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 H

21、X3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5

22、J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 H

23、X3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5

24、J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1word-4-/34（5）钢屋架安装

25、校正（6）其他钢构件安装校正、检验5螺栓连接、检验（1）普通螺栓连接（2）普通螺栓连接、检验6钢结构防腐涂料涂装、检验1钢构件外表除锈2钢结构防腐涂料涂装、检验7.防火涂料涂装、检验8.压型金属板安装、检验9.扫尾与验收1工程扫尾2交接验收3拆除施工设施六、施工方案1流程图（1）钢结构制作工艺流程图不合格施工详图材料检验制作工艺放样、切割零件校正制孔组装检查报告文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5

26、J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 H

27、X3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5

28、J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 H

29、X3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5

30、J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 H

31、X3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5

32、J1word-5-/34 合格不合格合格2单层钢结构安装工艺流程图焊接无损检验外形尺寸检验清理、喷砂、油漆验收报告报告报告构件运至中转库构件分类检查配套准备工作检查设备、工具数量与完好情况高强度螺栓与摩擦面检查构件检查放线与验线 轴线、标高复核按吊装顺序运至现场分类堆放钢柱标高处理与分中检查构件中心与标高检查文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X

33、9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:

34、CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X

35、9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:

36、CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X

37、9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:

38、CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1word-6-/34 3压型钢板安装工艺流程图安装

39、钢柱、校正柱脚按设计要求焊接固定柱间梁安装高强度螺栓初拧、终拧或按设计要求进展焊接吊车梁、平台与屋面结构安装焊接固定或高强度螺栓初拧、终拧固定施工准备绘制排版图、统计构件数钢结构安装检验压型钢板加工试验鉴定交验、运输、入库抽验不合格合格放压型钢板安装位置线搭设支顶架压型钢板分层、分区配料起吊至安装区配件加工交验、运输、入库抽验分层、分区吊至安装区钢柱边、支托角钢放线、安装焊接铺设压型钢板边角处下料返馈文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 H

40、X3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5

41、J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 H

42、X3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5

43、J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 H

44、X3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5

45、J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 H

46、X3Y4R1X9L2 ZJ5K9R5M5J1word-7-/34 2 施工准备1技术准备审查设计文件是否齐全合理,符合国家标准。设计文件包括设计图，施工图,图纸说明和设计变更通知单等。是否经过设计，校对，审核人员签字，盖章，建设部门存档，监理单位核对，并由施工单位和建设单位会审签字。根据工厂、工地现场的实际起重能力和运输条件，核对施工图中钢结构的分段是否满足要求；工厂和工地的工艺条件是否满足设计要求。根据设计文件进展构件详图设计，以便于加工制作和安装。并编制材料采购计划。钢结构的加工工艺方案，由制造单位根据施工图和合同对钢结构质量、工期的要求编制，并经公司的总工程师审核，经发包单位代表或监理工

47、程师批准后实施。2材料的采购、存放本工程钢结构主材和附材全部采用Q235号钢制作，钢材采购的数量和品种应和订货合同相符，钢材的出厂质量证明书数据必须和钢材打印的记号一致。本工程采用手工电焊和高强度螺栓连接，焊接材料为J422型焊条，高强度螺栓连接。涂料，稀释剂等产品技术性能，颜色均应符号设计要求。钢构件应按结构的安装顺序分单元成套供给。钢构件存放场地应平整坚实，无积水。钢构件应按种类、型号、安装顺序分区存放。底层垫枕应有足够支承面，一样型号的钢构件叠放时，各层构件的支点应在同一垂直线上，并应防止构件被压坏和变形。焊接材料和螺栓涂料应建立专门仓库，库应枯燥、通风良好。3材料的验收钢结构使用的钢材

48、、焊接材料、涂装材料和紧固件等应具有质量证明书，必须符合设计要求和现行标准的规定。进场的原材料，除必须有生产厂的质量证明书外，调直、压实、点焊自检不合格合格割开焊接专业人员检查合格清理现场资料与分层验收栓钉放线、焊接放封边板安装线封边板、边角处下料安装、焊接封边板自检合格文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码

49、:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1

50、X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码:CA5S8H3N7C2 HX3Y4R1X9L2 ZJ5K9R5M5J1文档编码