2021年临时排水工程专项施工方案.pdf

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1、临时排水工程专项施工方案-1-/20-1-/20 自贡市东部新城生态示范区一期工程项目“两横两纵”道路工程临时排水工程（钢筋砼管涵）专项施工方案编制单位：四川星星建设集团有限公司编制时间：2016年 7 月 20 日精品w o r d 可编辑资料-第 1 页，共 20 页-临时排水工程专项施工方案目录主排水工程专项施工方案第一章编制说明1、编制依据1.1“两横两纵”道路工程总体施工组织设计1.2“两横两纵”道路工程施工图设计1.3 颁发的有关规范和标准精品w o r d 可编辑资料-第 2 页，共 20 页-文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文

2、档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV

3、1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10

4、D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 H

5、R6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9

6、L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 Z

7、Z7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G

8、6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6临时排水工程专项施工方案1/201/20 公路桥涵施工技术规范 0412000 城镇道路工程施工与质量验收规范（1-2008）给水排水管道工程及验收规范50268-2008 建筑地基基础工程施工质量验收规范50202-2002 混凝土结构工程施工质量验收

9、规范（50204-2015）公路水泥混凝土试验规程053-94 工程测量规范（50026-2007）1.4 我单位以往施工经验及现有的成熟施工工艺2、编制范围自贡市东部新城生态示范区一期工程项目“两横两纵”道路工程临时排水管涵工程。3、编制原则3.1 本着优质、高效、经济、合理的原则，依据施工总承包合同和指导性施工组织设计，严格执行城镇公路工程有关施工规范和标准。3.2 以确保工期及阶段性工期目标并适当提前为原则，安排施工进度计划。3.3.以确保质量目标为原则，安排专业化施工队伍，配备先进的机械设备，采用先进的施工方法和工艺。3.4.以确保安全生产为原则，严格执行各项操作规程。针对当地自然条件

10、、高空作业、不良地质等特点，制定各项技术组织措施。3.5.以节约土地、保护环境、满足需要为原则设置现场临时设施、布置施工总平面。3.6.充分考虑低温季节和雨季对施工生产影响，结合季节特征，合理安排施工顺序，采用积极的对应措施，尽可能减少季节对施工总精品w o r d 可编辑资料-第 3 页，共 20 页-文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6

11、F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8

12、A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7

13、J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T

14、5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编

15、码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q

16、6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2

17、M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6临时排水工程专项施工方案2/202/20 体的进度影响。3.7.注意环境保护，采取适宜的技术措施。第二章 工程概况1、工程概述1.1 自贡市东部新城位于自贡市中心城区东部，东临成自泸高速公路，北靠内宜铁路，西、南以釜溪河为界，整个新城跨越高新区、自流井区、大安区、沿滩区四个区域，规划总面积34 平方公里，是自贡城市东扩和战略东进的聚集地。根据自贡市城市总体规划及自贡城市总体“东进”战略发展目标，随着东环线与东盐都大道的通车，东部新城的建设提上议事日程。起步区

18、作为东部新城的先行先试区，肩负自贡城市发展腾飞之路，是自贡城市发展的方向。1.2 东部新城“两横两纵”道路，分别为东城席草路、永田路、学堂街、东城街。4 条道路均为起步区内部道路，道路等级为城市次干道。其中学堂街、东城街与东盐都大道南联，东城席草路、永田路与东环线西接，在起步区形成“井”字型路网，对交通能力的提升和交通组织起到非常便捷的作用。1.3 由于道路工程与场平工程实施时间的不一致，为了防止冲沟处雨水汇集冲刷浸泡新建道路路基，造成道路重大质量事故，因此在冲沟填方低洼位置设置临时排水管道，管材采用、级承插式钢筋砼管。管道基础采用 180或 360C20砼基础及 180砂石基础。5、设计工程

19、数量精品w o r d 可编辑资料-第 4 页，共 20 页-文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7

20、 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2

21、T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4

22、 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J1

23、0G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O

24、6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:

25、CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6临时排水工程专项施工方案3/203/20 两横两纵临时排水管统计表编号桩号管道类型长度基础类型北二路1 1

26、03+015 级 1500 184 360砼基础2 93+282 级 1500 171 360砼基础3 83+605 级 1000 142 360砼基础4 73+920 级 800 46 180砂石基础5 64+430 级 22000 175 180砼基础6 54+945 级 1800 125 180砼基础北三路7 40+195 级 22000 135 180砼基础8 30+862 级 1200 100 180砂石基础鸿鹤大街9 23+124 级 1500 121 180砼基础10 12+260 级 800 31 180砂石基础东城大街11 131+430 级 1000 189 180砼基础1

27、2 142+228 级 1000 119 180砼基础13 152+385 级 22000 156.6 180砼基础级 1500 100 180砼基础合计(M)8 1 33.2 精品w o r d 可编辑资料-第 5 页，共 20 页-文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D

28、2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR

29、6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L

30、8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ

31、7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6

32、T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档

33、编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1

34、Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6临时排水工程专项施工方案4/204/20 1200 100 1500 576 第三章施工准备1、技术准备：组织工程技术人员熟悉研究技术文件和图纸中各项内容和要求，全面领会设计意图；对现场实地勘察，做好原始资料的进一步调查分析，了解当地的自然条件，地方劳动力及材料状况，交通运输状况和可提供的施工用水用电状况；编制施工方案；对施工队伍进行工前培训和技术交底。2、人员准备：成立施工领导小组，全面负责施工进度、质量和安全。表 1、劳动力计划用表序号工种人数备注1 技术管理人员5 2 测量人员4 3 试验人员5 4 安全人员2 5 机械

35、工10 6 木工20 7 砼工10 8 架子工10 9 普工30 3、机械准备情况见表2 表 2 施工主要机械配置表序号设备名称型号单位数量1 履带式挖掘机1.2m3台4 精品w o r d 可编辑资料-第 6 页，共 20 页-文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7

36、 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2

37、T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4

38、 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J1

39、0G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O

40、6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:

41、CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z

42、10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6临时排水工程专项施工方案5/205/20 2 插入式插动器75 套20 3 装载机50 台4 4 发电机20 台4 5 北斗台2 6 自动安平水准仪132 台2 7 砂浆搅拌机L150 台5 8 污水泵7.5 台20 4、工程材料准备：根据设计和有关施工规范要求选定施工所需商品砼、砂砾石、片石和钢筋等材料的厂家，签订采购协议。向具备相关资质的厂家订购钢筋砼管道。制定好材料进场使用计划，施工前合理安排材料进场，做好备料工作。原材料及预制管道均应办理入场手续，使用前在监理工程师见证下取样进行相关试验检测；对进场材料采取有效保护措施，防止

43、损坏、变质。现场原材料准备充足，并码放整齐、设置显示规格产地、数量和检验状态等的标示牌，原材料及预制构件的质量证明资料必须齐全，并且满足规范和设计要求。5、现场准备(1)搞好施工现场三通一平、临时设施及现场消防、保安设施等工作。(2)现场原材料准备充足，并码放整齐、明确标识，原材料的质量证明资料必须齐全。(3)工程测量和工程试验检测工作达到开工条件，安装调试所有施工机具、机械。6、施工进度安排精品w o r d 可编辑资料-第 7 页，共 20 页-文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 Z

44、Z7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G

45、6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文

46、档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV

47、1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10

48、D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 H

49、R6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9

50、L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6文档编码:CV1Q6Z10D2M7 HR6F2T9L8A4 ZZ7J10G6T5O6临时排水工程专项施工方案6/206/20 6.1 施工进度安排原则总原则：“突出重点、统筹安排、注重安全、保证质量、确保工期”。在总工期、关键工期的要求下，合理安排施工顺序和各阶段施工进度。组织均衡生产，确保整个施工过程的连续性，做到优质高效。7、计划开、完工日期及总工期计划开工日期 2016 年 8 月 1 日