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1、1 施工组织设计（方案）报审表GD220207 单位（子单位）工程名称致（项目监理机构）：我方已根据本公司规定完成了的编制，并经我公司技术负责人审查批准，请予以审查。附件：（水平定向钻进管专项施工方案）式份。项目经理部（项目章）项目负责人：日期：年月日专业监理工程师/总监代表审查意见：专业监理工程师/总监代表：日期：年月日总监理工程师审核意见：项目监理机构（项目章）总监理工程师：日期：年月日2 水平定向钻进管专项施工方案上级单位审批表申请单位施工方案名称水平定向钻进管专项施工方案相关技术部门审查意见：部门（章）日期技术负责人审核意见：公司（章）日期文档编码:CM8K2J2D3R6 HV1B8I
2、10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W
3、3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8
4、K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B
5、8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D
6、9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:C
7、M8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV
8、1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A4文档编码:CM8K2J2D3R6 HV1B8I10B8O8 ZJ1D9W3G3A43 水平定向钻进管专项施工方案编制：复核：审批：文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:
9、CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T
10、1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10
11、 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1
12、M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4
13、 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q1
14、0P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N
15、2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N24 目录一、编制依据.5二、编制原则.5三、工程概况.53.1 工程概况.53.2 工程地质及水文.53.3 施工条件.6四、项目组织管理机构.64.1 项目组织管理机构设置.64.2 管理机构职责划分.6五、施工总体规划.75.1 工法特点.75.2 施工部署.75.3 施工进度计划.75.4 人员及机械配置.85.5 工期保证措施.95.6 劳动力计划管理.12六工程施工方案及技术措施要求.126.1 总体施工原则.126
16、.2 总体施工方案.13七安全文明目标及保证措施.177.1 安全生产体系及安全生产责任制.177.2 安全管理目标和安全防范要点.187.3 施工安全技术措施.19八施工措施.198.1 相关单位协调配合措施.198.2 雨季施工及台风、炎热气候条件下施工措施.20文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4
17、N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码
18、:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5
19、T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H1
20、0 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N
21、1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I
22、4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q
23、10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N25 一、编制依据1.1 深圳市 XXXXXXXXXXXX工程施工合同文件；1.2 深圳市 XXXXXXXXXXX工程招标文件、补充文件；1.3 XXXXXXXXX 施工图及工程量清单；1.4 水平定向钻进管线铺设工程技术规范（试行）。1.5 国家及深圳市有关水平定向钻进管等工程的现行规范及标准；1.6 供电系统施工组织设计1.7 工程现场管线探测情况。二、编制原则认真贯彻执行国家方针、政策、标准和设计文件，严格执行基本建设程序，实现工程项目的全部功能；全面履行工程合同，满足建设单位要求，有效的集
24、中施工力量，按期完成；按照工序关系，合理安排施工顺序，统筹考虑。三、工程概况3.1 工程概况XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 3.2 工程地质及水文3.2.1地形地貌XX 路,XX 路均为城市主干道，且与多条主、次干道存在交叉路口，且南北向主要通道只有观澜大道、大和路和梅观高速。规划区内以平原地形为主，西侧部分地区为山体
25、，整体地势呈现西高东低的特征，建设条件良好。3.2.2地质构造线址内分布地层为第四系人工填土（一类、二类）；冲洪积粘土、粗砂及砾砂；第四系晚中更新统坡残积含砾粘土；第四系晚更新统残积砾质粘性土、粉质粘土，不同风化程度燕山期侵入粗粒花岗岩即砂岩。钻孔所涉及深度范围内未见明显构造破碎带，基岩完整性较好，场地稳定，适宜建筑。3.2.3水文地质深圳地处亚热带地区，属南亚热带季风气候，由于受海陆分布和地形等因素文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7
26、H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT
27、2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H
28、3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY
29、3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8
30、T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档
31、编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3
32、F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N26 的影响，气候具有冬暖而时有阵寒，夏长而不酷热的特点。雨量充沛，但季节分配不均、干湿季节明显。春秋季是季风转换季节，夏秋季有台风。3.3 施工条件场地：本工程施工场地部分位于道路两侧的人行道或绿化带内，部分位于有轨电车道路红线范围之内道路：施工场地位于既有道路两侧，交通便利。电：施工用电由发电机提供。四、项目组织管理机构 4.1 项目组织管理机构设置根据本工程
33、特点，现场拟成立了项目负责人负责该工程的施工和管理，采用职能式组织结构，主要管理人员包括项目负责人、技术负责人、施工员和安全员等专业人员。主要管理人员名单序 号姓 名性别职称在本工程担任职务1 2 3 4 5 6 7 8 4.2 管理机构职责划分4.2.1 项目负责人项目负责人是公司法定代表人在该工程项目的委托代理人，是安全生产的第一责任人，并对工程质量终身负责，因此，项目负责人全权代表公司在工程项目中对本工程的进度、质量、安全负责，具有人事、技术、计划、成本的决策权，是项目的最高权力中心。4.2.2 项目领导层文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N
34、2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:
35、CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T
36、1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10
37、 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1
38、M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4
39、 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q1
40、0P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N27 项目领导层由项目负责人、技术负责人组成。项目负责人负责全面管理工作，全面负责该项目生产、调度、经营、协调等工作，项目技术负责人负责技术工作，直接主管工程技术、材料试验、质量管理等工作。4.2.3 各职能组工作职责根据我司建筑通用的 项目管理手册
41、各职能管理组的岗位责任制及工作具体划分，将由项目负责人根据项目特点编制项目管理实施细则 确定并报公司工程部备案。五、施工总体规划5.1 工法特点本工程由于管道主要为穿越道路，牵扯部分既有管线，为控制管道高程精度，采用定向钻拖拉法法施工。水平定向钻拖拉法适用于被拖拉管道两端有足够的造斜段距离,该方法不需要挖掘工作井,拖拉距离可达6001000m,拖拉管的最大管径可达 DN1200;5.2 施工部署5.2.1 施工原则5.2.1.1施工前需根据地下管线图对施工地点管线进行调查、探测。5.2.1.2严格控制标高，保证与各个管线之间的安全距离。5.2.2 施工措施5.2.2.1施工工点四周均采用临时围
42、挡围蔽，并悬挂“禁止通行、施工地点非施工人员禁止入内”等警示标牌，夜间挂红色警示灯。5.2.2.2沟槽用挖掘机开挖，若有管线交叉需人工配合开挖。5.2.2.3管线沟槽开挖后,采用四合一法及时进行安装工程施工并回填压实,回填完毕保证通行后，拆除围挡设施，再进行另一施工段或下一施工段的施工。5.2.3 防护措施施工前必须做好围挡封闭，并挂警示牌、夜间设红色警示灯,间距 6-8m/个。5.3 施工进度计划文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H
43、10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2
44、N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3
45、I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3
46、Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T
47、4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编
48、码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F
49、5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N28 序号管线类型管线位置开始日期结束日期持续时间（天）长度（米）一1 电力2016.9.10 2016.9.11 2 70 2 电力2016.9.12 2016.9.13 2 125 二2 电力2016.9.14 2016.9.15 2 56 3 电力2016.9.16 2016.9.17 2 45 4 电力2016.9.18 2016.9.19 2 35 5 电
50、力2016.9.20 2016.9.21 2 50 6 电力2016.9.22 2016.9.23 2 60 三1 电力2016.9.24 2016.9.25 2 60 5.4 人员及机械配置5.4.1 进场劳动力计划表本工程主要施工阶段各工种的劳动力人数配置见表5.4-1。表 5.4-1 主要施工阶段各工种人数配置单位：人工种类别用工时间备注2016年 9 月测量工2 试验工1 挖掘机司机1 吊车司机1 钢筋工3 顶管机械操作手6 混凝土工2 模板工2 电工1 普工5 合计24 5.4.2 进场机械计划表文档编码:CJ3F5T1Z7H10 HT2N1M7H3I4 ZY3Q10P8T4N2文档