场地硬化现场施工组织设计.pdf

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1、精心整理一、工程概况二、施工准备查勘现场，摸清工程实地情况，包括周围环境，运输道路、水电供应情况等。主要机具设备：精密水准仪、反铲挖掘机、压路机、装载机、推土机、运输车、洒水车、蛙式夯机、切割机、人货车、自卸车。人员配备：现场施工员1 人、测量人员 2 人、机械工 8 人、小工 2 人。具体设备附后。三、工艺流程四、操作工艺1、测量放线开工前对业主和设计单位移交的导线点和水准点进行闭合复测，复测合格并经业主和监理工程师签认后方能施工。测点交接测点复测建立施工导线网，布水准控制点本标段的放线控制主要项目包括以下几方面：线路中线、高程控制；施工准备场地平整土方挖运平整灰土垫层毛片垫层压路机压实清场

2、精心整理施工流程：根据导线、高程控制点放出道路的中线，纵向每隔 10 米设置一中桩和一对边桩，用水准仪在中桩和边桩上分别标记填挖高度，在路床平整后，根据纵坡和路拱纵向每隔离 10 米设置高程控制点控制基层面的标高。2、路基土方施工首先按规定提取土样，做各项土力学指标试验，取得有效的参数。A.土方开挖开挖采用挖掘机挖，自卸汽车配合运输。开挖方式按地形情况、地质情况、挖方断面及其长度并结合土方调配确定。因场地已大致平整、场地弹簧土换土分层夯实。B.路基施工排水路基施工首先必须进行排水工程，以及建立必要的临时排水设施，保证地基和路基不受水害。施工过程中不得破坏填筑范围以外的地表植被或堵塞水路；基层外

3、测路肩等容易积水的地方，适当增加透水材料，并设置临时排水设施；同时避免排染周围环境，做好防暴雨冲刷的措施。C.施工技术措施场地中线场地边线基层硬化场地边线原地面线复测路基填挖高程控硬化场地床面高程硬化场地基层面高程文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2

4、N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10

5、ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P

6、5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文

7、档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE

8、10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6

9、I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 H

10、U3X6V2N7B10 ZO1Q8P5K3P1精心整理施工前复核水准点和导线点，测放线路中线，绘制原始断面图，正确标出边桩线。开挖前，先派人挖坑试探施工场地内有无地下管线、文物古迹等，以确保对地下管线、文物古迹等有效保护。边坡面平顺光滑，无明显的局部高低差。土质边坡预留保护层由人工用镐从上至下顺坡修整，确保对开挖坡面的控制。边坡不超挖，个别出现的坑穴、凹槽由人工先清除松动部分后嵌补，做到嵌体稳定，表面平顺，周边封严。施工时，先排除一切可能影响边坡稳定的地面水，保证排水畅通。经常检查开挖坡度和坡面稳定情况，一旦发现有裂缝开口坍方迹象或危土等应立即处理，防止因开挖不当引起失稳、坍塌。土方开挖路段应

11、预留因压实而产生的沉降量(其值由试验确定)，以保证开挖路段的顶面标高。路基挖方至设计断面后，如仍留有不适用材料或发现土层性质有变化时，及时报请甲方、监理，并按要求的开挖宽度、深度继续开挖，并按批准的填料回填压实，路床顶面以下30cm的压实度，或路床顶面以下换土超过30cm时，其压实度均95%。雨季期间，集中人力、机械分段突击开挖、压实，本着完成一段再开挖一段的原则，当日进度当日完成。开挖路堑，设置纵向或横向排水沟，以便水能及时排出，防治积水浸泡路基。对场地区域内水、电、通讯等管线施工埋填或套管埋填，并予以确认。为方便电气仪表、工艺和其他土建施工，设置预留区，以及为砼场地设置区域。3、垫层施工路

12、基首先应选用含灰量大于10%灰土填筑，厚度 100cm，灰土应分层压实每层厚度不大于 30cm，压实度满足设计要求。接着铺垫30cm厚的毛片石。A.灰土垫层施工：灰土垫层施工应选用黄土，每层厚度不大于30cm，然后掺和石灰，总体含灰量大于 10%，分层压实，达到设计要求的标高。B.毛片石垫层施工：毛片石应采用较纯净的中风化强度以上的混合开山石料，开山碎石最大粒径不超过 30cm，粒径大于 10cm小于 30cm的颗粒应超过石料总量的70%，并应级配良好，不得采用同一粒径的石料。含土量不得大于15%。毛片石垫筑后，经现场测量达到施工的厚度后，应用压路基压实，压实度满足文档编码:CE10C4K6I

13、8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU

14、3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N

15、7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 Z

16、O1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5

17、K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档

18、编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE1

19、0C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1精心整理设计要求。C垫层质量控制：(1)路基填方施工前，承包人应进行路基填筑材料的现场压实试验，现场试验应进行到能有效地使该种填料达到规定的压实度为止。(2)在考虑填料上，应尽量选择当地的良好土料

20、，以保证路基的强度和稳定性。(3)垫层施工应达到相应的压实度，经现场监理及甲方验收合格后，方可进行下一道工序的施工。六、质量保证措施1、按公司要求施工前对关键过程、特殊过程进行识别，别分析人、机、料、法、环个因素。2、认真学习设计图纸及技术规范和操作规程，按高标准施工3、每一道工序完成后，经自检、专检达标后，经监理工程师检查签证后，方可进行下一道工序施工。4、对混凝土浇筑需进行责任到人制度，对路面外观质量较好予奖励。5.施工单位必须按照工程设计要求、施工技术标准和合同约定，对建筑材料、和商品混凝土进行检验，检验应当有书面记录和专人签字；未经检验或者检验不合格的，不得使用。6.施工人员对涉及的有

21、关材料，应当在建设单位或者工程监理单位监督下现场取样，并送具有有相应资质等级的质量检测单位进行检测。六、安全保证措施1、现场所有作业人员、行政管理、参观、检查、监理人员，进入现场必须戴好安全帽。2、施工现场装备行业统一规定的标准电源箱。电器线路和用电设备安装完成后，由专业管理部门验收合格后方可运行操作。经常对用设备用电设备进行安全检查、测试，每周一次测试漏电开关和接地电阻并有书面记录，发现问题，及时整改。3、道路施工必须搭设围护结构并做好交通警示，防止交通事故。4、机械进出场及施工操作人员应严格操作，严禁无证上岗。文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3

22、P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码

23、:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C

24、4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H

25、3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X

26、6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B

27、10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1

28、Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1精心整理附表一：劳动力计划表单位：人工种按工程施工阶段投入劳动力情况现场清理垫层测量人员2 2 0 0 0 0 机械工8 8 文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 H

29、U3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2

30、N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10

31、ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P

32、5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文

33、档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE

34、10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6

35、I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1精心整理小工2 2 总计12 12 文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文

36、档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE

37、10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6

38、I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 H

39、U3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2

40、N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10

41、ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P

42、5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1精心整理附表二：机械设备表1 挖掘机SK320 2 日本2011 200KW1.0m3道路自有2 推土机TY220 1 山东2009 162KW 220HP 道路自有文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档

43、编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE1

44、0C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I

45、8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU

46、3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N

47、7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 Z

48、O1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5

49、K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1精心整理3 装载机ZL50D 1 山东2007 162KW3m3道路自有4 自卸汽车T815S1 2 邢台2007 208KW 15T 道路自有5 振动CA30 1 徐州2080KW 12道路自有文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10

50、 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8P5K3P1文档编码:CE10C4K6I8H3 HU3X6V2N7B10 ZO1Q8