单立柱广告牌施工组织设计方案.pdf

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1、沈阳铁西万达广场原售楼处广告牌工程技术标招标单位：沈阳万达房地产有限公司投标单位：辽宁金帝建工集团有限责任公司一、工程简况1、工程简介该工程位于沈阳铁西万达广场原售楼处位置，采用擎天柱式钢结构骨架、两侧广告牌主面板采用三面翻转技术。2、工程内容钢筋混凝土基础、主骨架钢结构制作安装、三面翻转广告牌及与之配套的相关电缆布设射灯安装工程。3、管理目标（1）质量目标：按国家工程质量验评定标准，一次性达到验收合格质量标准。（2）工期目标：本工程施工控制总工期为30 个日历天，确保在合同工期内交付使用。并且在施工过程中确保分项单体工程施工的日期，包括及时交付各专业性安装的工期。（3）安全生产文明施工目标：

2、在整个工程施工中杜绝出现伤亡事故，创建出一流的文明施工现场。（4）管理目标：发扬“团结、务实、从严、创新”精神，科学管文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O

3、5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM1

4、0X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5

5、Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M

6、8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:C

7、M10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 H

8、F5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6理，精益求精，采用先进的施工工艺、施工方法，提高工程质量，加快工程进度。（5）服务目标：信守合同，密切配合，认真协调与各方关系，接受建设单位、监理

9、单位的控制与监督，确保工程进度和工程质量总体目标的实现。（6）协调目标：做好内外关系协调，充分发挥工程优势，主动争取各方的支持和配合。二、施工前的准备工作1、现场准备施工前由工程部技术人员对施工现场调查并填写施工现场考察记录，根据实际情况对现场布局、材料供应、施工顺序做全面布局做出安排。2、人员准备施工前工程部人员作好前期施工准备工作及承担起施工管理职责。开工之前3 天，所有管理人员将全部就位，而施工人员将根据现场需要分批进场，并在公司内部备足各类专业的施工操作人员，对参与工程施工的农民工将由公司与之签订劳务合同，并报劳动管文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8

10、O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM

11、10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF

12、5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1

13、M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:

14、CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7

15、HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 Z

16、S1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6理部门备案，由人力资源部门随时调配。3、技术准备开工前组织技术人员进行一次全面技术培训。施工前由工程经理部负责组织有关人员进行图纸会审、掌握图纸会审的要点、填写图纸会审记录。（1）图纸会审：把发现的问题统一整理形成文件并提交设计部门以寻求解决方法，然后通报与会人员并填写图纸会审记录。（2）技术交底：向工程参与人员阐明关键工序及技术要

17、点，包括设计技术交底、施工组织设计交底、工序交底，并填写技术交底记录。（3）配备较齐全的测量放线仪器，包括全站仪、经纬仪、水准仪等，且均有专业检测部门出具的检测合格证。（4）准备好各种原始记录表，并做好技术人员分工，将责任落实到人头。4、材料准备：工程经理部根据实际情况编制材料计划、材料进厂时间，充分做好材料准备工作。文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7

18、 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9

19、ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档

20、编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3

21、S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F

22、9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6

23、文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8

24、B3S7 HF5Q4D2G8F9 ZS1M8O5G7J65、设备准备：工程开工前按工程进度计划准备好各种机具设备的调动。组织机械操作人员学习有关机械管理及新机械的操作使用性能等，购置配齐施工所需机械配件等。中、小型机具将根据实际情况结合进场计划数量分批进场，设专人对其维修保养，使所有进场设备均处于最佳的运转状态，发挥最大效能。6、临时用水及用电布设与计划：（1）按照建设单位指定的临时用电闸箱，根据各种用电设备的负荷及在施工现场的布置情况配置电箱，选择适合的电缆进行敷设，在过道时外套金属套管进行保护。（2）机械设备的金属外壳采取可靠的接地保护，电器设备的工作零线与保护接地线严格分开，保护零线上严

25、禁设开关或熔断器。（3）配电箱和开关箱安装牢固，地面上所设的配电箱和开关箱，附近不堆杂物，照明灯具与易燃物之间按规定保持一定的安全距离，并采取隔离措施。（4）临时用电设备及电缆应有专门的电工照管，禁止非专业人员私文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9

26、ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档

27、编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3

28、S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F

29、9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6

30、文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8

31、B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6自乱接；配电箱应上锁，避免闲杂人员随意打开发生危险，

32、一旦有人触电及时拉闸停电。（5）现场切割机、电焊机等的高峰用电量估为30 千瓦/小时。7、施工总平面布置图：考虑到施工作业面比较狭窄，同时相邻主要道路通道，故尽量少占用临街一侧场地，利用原售楼处位置作为钢筋加工场地，大口径钢管采用厂家预制、现场制作组装。8、现场准备：做好三通一平工作，将甲方接入的临时水、电引至设备及需用部位，合理架设。组织各个施工班组、机械、材料进场，设立现场工程指挥部，确保做好准备工作。9、后勤准备：作好施工前现场的生活设施、办公设备、材料场地及其他生活用地必备物品的后勤准备工作，保证工程顺利进行。10、围护：首先进行封闭现场。为满足施工机械作业与安全的要求，因此需要占用临

33、时围档将现场封闭。设警示牌、安全标志，外挂红色照文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9

34、ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档

35、编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3

36、S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F

37、9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6

38、文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8

39、B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6明警示灯，昼夜设专人负责检查、看护，保证夜间警示照明正常。三、施工工艺及流程1、流水施工：由于该工程的特殊性，故根据设计要求及现场实际情况进行流水同步施工，具体实施方法见分部分项施工方法。2、擎天柱广告牌施工流程：基

40、础开挖浇注垫层模板钢筋绑扎模板浇注混凝土（养生）广告牌钢骨架制作安装三面翻广告牌制作安装电线布设、射灯安装3、6M 高围档施工流程：基础开挖预埋件与浇注基础广告牌钢骨架制作安装广告喷绘布制作安装电线布设、射灯安装四、分部分项施工方法1、基础开挖：采用用机动翻斗车车运输、挖掘机装车进行倒运至建设单位指定地点或自行寻找的弃土场地。2、浇注混凝土垫层及模板：混凝土浇注采用商品混凝土，按照设计高度进行找平，待强度达到能够上人后将基础框线点大样放在垫层表面。文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1

41、M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:

42、CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7

43、HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 Z

44、S1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编

45、码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S

46、7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9

47、 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J63、钢筋绑扎（1）钢筋材料进入现场后，首先将钢筋表面的浮皮铁锈用人工使用电动工具清理干净；（2）按照图纸尺寸规格形状进行下料，然后将末端弯曲做135弯钩；（3）钢筋采用现场进行组合绑扎。钢筋网与钢筋骨架为防止发生歪斜变形，采取临时加固措施使其保持完整的形状。（4）竖向钢筋搭接时角部钢筋的弯钩与模板城45，中间钢筋的弯钩与模板城90，箍筋的接头交错布置在四角纵向钢筋上，箍筋转角与纵向钢筋交叉点绑扎牢固，最后检查

48、保护层及位置偏差，核定无误后进行下部工序。4、模板（1）根据设计图纸和施工场地的特点，先确定模板配板的平面布置及支撑布置。针对基础尺寸出配板图。（2）轴线、模板线放线完毕后水平控制标高引测到预留插筋或其他过渡引测点，并办好预检手续，现场弹线位置为模板内边线，用以方便模板定位校验。文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5

49、G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10

50、X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q4D2G8F9 ZS1M8O5G7J6文档编码:CM10X8Q8B3S7 HF5Q