场地平整施工方案75644.pdf

《场地平整施工方案75644.pdf》由会员分享，可在线阅读，更多相关《场地平整施工方案75644.pdf（13页珍藏版）》请在taowenge.com淘文阁网|工程机械CAD图纸|机械工程制图|CAD装配图下载|SolidWorks_CaTia_CAD_UG_PROE_设计图分享下载上搜索。

1、茂名博贺湾新城路网及土地一级开发项目（一期）工程-东片区项目场地平整施工方案编制人：审核人：审批人：广东省六建集团有限公司日期：年月日目录第一章编制说明2第二章工程概况2第三章施工准备及现场平面布置3第四章项目管理机构配备及劳动力、机械配备4第五章施工工艺、方法及要求6第六章质量保证措施7第七章安全保证措施8第八章文明施工管理10文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG1

2、0J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y

3、6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI

4、2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G

5、6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD

6、5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10

7、M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档

8、编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8场地平整施工方案第一章编制说明一、编制依据1、依据国家和建设部有关法律法规，施工验收和标准等。2、施工图纸和场地平整施工承包合同。3、施工方现场踏勘、调查咨询所获取的资料。4、本地区的现场情况及常规气候、地质、水文条件。5、本公司在市政施工中的经验和施工实力。6、招标文件。二、编制原则1、充分遵循招标文件条规的原则。2、坚持实事求是的原则，根据我司的施工能力和管理水平。3、坚持科学组织、合理安排、均衡生产，确保优质高效的履行合同。4

9、、按照招标文件，技术规范和标准的要求，正确选择施工方案，实行全面质量管理。5、严格要求贯彻“安全第一”的原则。三、编制目的在满足建设单位各项要求条件的前提下，确保工程施工质量达到全优，力争施工工期提前，把施工对周边环境破坏和扰动控制在规定要求范围内。第二章工程概况一、工程概况1、工程名称：茂名博贺湾新城路网及土地一级开发项目（一期）工程-东片区项目2、工程地点：博贺湾大道以北、新城东路以东、南海路以南、新港西路以西区范围文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码

10、:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J

11、6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T

12、5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E

13、9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W

14、5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G

15、5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8

16、M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M83、工程概况:该工程位于滨海新区博贺大道旁，场区地势：整体地势低凹，场地主要为废弃的盐田、鱼塘或虾塘，施工较为复杂。场地平整土方回填面积为 871794 m2,回填土方量为 220 万 m3，回填土方取土点为东阁岭，回填土为松填土。第三章施工准备及现场平面布置一、技术准备1、首先应合理组织施工项目，配备一套强干、经验丰富的管理人员，并做到合理

17、分工，责任到人，目标明确。2、编制详细、针对性强的施工组织设计。3、对建筑物的地形、工程地质水文以及周边环境进行调查分析，核定底下有无影响施工的因素。4、编制施工预算，提出各种车辆、材料、劳动力用量，并落实进场。5、落实施工计划和技术责任，按惯例系统逐级进行交底。6、根据建设单位提供的总平面图位置，且经市规划部门验收后，才可破土动工。二、现场准备1、若中标，则在中标通知书下达后3 天内，由项目经理负责和建设单位工程现场交接手续，同事项目惯例人员正式进入场地，开展工作。2、各种施工机械落实到位。3、各施工落实到位，并完成进场前的技术准备工作和全员安全教育工作，特殊工作要做持证上岗。根据现场实际情

18、况，定出方格网，以确定挖、填高度。5、施工区域内有碍施工的已有道路、沟渠、树木等，应在施工前妥善处理。6、施工机械进出现场所经过的道路，应事先做好修整、加宽、加固工作，同时开辟适当的工作面，确保工程施工顺利进行。三、施工测量准备文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5

19、HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B

20、4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5

21、ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R

22、10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8

23、文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:C

24、G10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I

25、3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M81、在工程开工前，根据业主提供的平面坐标及水准点，在场区建立一个平面坐标测量控制网，并应符合工程测量规范（GB50026-9的要求，采取直角坐标法放线。复核前期施工轴线位置。严格按照工程测量规范要求，施工过程遵循“从整体到局部，先控制后碎步”的原则，对整个工程进行控制。本工程测量放线需配备全站仪 2 台，水准仪 3 台，100 米钢卷尺二把（其中一把为标准尺）。安排测量工程师2 人进行测量工作。2、平面轴线控制、根据业主给定的水准控制点建立平面轴线控制网，并定出引标（醒止、坚固），不止个施工轴线控制网应作闭合复测，测距精度应在规范允许

26、范围内，测角精度不低于 20。、以上平面采用“内控法”控制，将基准面选在地面上控制点组成控制网，经测角、量距、校核后使用。3、测量定位保证措施、由专业水平高、责任心强的测量工程师主持本高程的测量工作。、测量仪器误差保证在允许范围内，仪器必须经过计量检测部门认定合格。、对待系统误差要科学合理的配赋，并严格遵从施工测量规范要求。、工程的主控制点直接关系到整个测量工作的成败，必须严格保护其完整准确，直至竣工。四、现场平面布置1、施工总平面布置由项目经理部总体部署，统一协调，项目部按公司企业标准统一搭建简易活动用房，施工场地由项目部统一规划、安排、统一管理。2、合理组织场内交通运输，最大限度地减少场内

27、二次搬运，避免各工种、各单位之间的相互干扰。第四章项目管理机构配备及劳动力、机械配备一、项目组织机构配备情况文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R

28、10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8

29、文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:C

30、G10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I

31、3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5

32、HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B

33、4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M81、根据工程特性和实际情况，组建本工程项目部，项目经理负责整

34、个工程施工的各项事务，全面履行合同，对工程施工进行组织、指挥管理。确保工程质量、安全、工期和文明施工总体目标的实现。2、项目组织机构图二、主要材料采购情况、劳动力和主要施工机械投入情况1、主要材料采购情况根据施工图预算材料分析和施工进度月计划、现场材料的实际需要，材料员编制好主要材料用量计划表和主要材料采购计划表，确定供货渠道，按计划组织进场，及时进行二次检验和各种拌合物的配合比试验，做到保证及时。4、劳动力配备表工种人数工种人数管理人员10机械维修工2普工6电工2机械操作工3后勤195、主要施工机械配备表常务副经理：余飞虎u安全负责人：邓志文生产经理：蔡亚蝶技术负责人：钟礼明质检员叶毓世技术

35、员伍楚宇安全员伍锐标资料员伍楚宇材料员黄奕娟机管员何小乐预算员叶宇新施工员林桂远项目经理：邓志文文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8

36、文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:C

37、G10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I

38、3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5

39、HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B

40、4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5

41、ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8序号设备名称型号规格数量部位备注1抽水泵QX15-60-46施工现场2推

42、土机B161L-12施工现场3自卸汽车GK340W60施工现场第五章施工工艺、方法及要求一、总体施工情况本工程场地平整土方回填顺序书根据现场情况由西面向东面循进，根据图纸规划及设计标高设置方格网，按照标高点进行土方回填，回填土为外取土（取土点为东阁岭）二、施工工艺流程现场勘查清楚地表方格网布设土方回填平整场地标高复核验收三、施工方法及要求1、组织管理人员和技术人员勘察现场，了解工程地质、地势、现场植被、通讯电缆和周围居民等情况。2、本平整场地处多为废弃鱼塘、虾塘等，场平施工前应抽干塘内的余水，清理淤泥等。3、土方回填平整根据设计要求采用松土铺填，采用自卸汽车运输土方，推土机及人工配合平整，分区

43、域进行填筑，以免土基不均匀沉陷，雨季应当天填筑当天压平，下雨应停止填筑，以免形成“弹簧土”。4、机械填土方法推土机填土：a 填土应由上而下分层铺填，每层虚铺厚度不宜大于30cm，大坡度推填土，不得居高临下而不分层的一次堆填。b 推土机运土回填，可采取分堆集中，一次运送方法，分段距离为10-50m，以减少运土漏失量。文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T

44、5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E

45、9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W

46、5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G

47、5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8

48、M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码

49、:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J

50、6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8文档编码:CG10J6I3Y6T5 HI2E9B4G6W5 ZD5G5R10M8M8c 土方堆至填方部位时，应提起一次铲刀，形成堆土，并向前行驶，利用推土机后退时将土刮平。d 采用推土机来回行驶进行辗压，履带应重叠一半。e 填土程序宜采用纵向铺填程序，从挖土区段至填土区段，以40-60m距离为宜。汽车填土a 自卸汽车位成堆卸土，需配以推土机推土、摊平。b 每层铺土厚度不大于30-50cm。c 填土可利用汽车行驶做部分压实工作，行车路线须均匀分布于填层上。D汽车不能在虚土上行驶，卸土推平和压实工作须采取分段交叉进行。6、对于平整完毕