2021年临时施工便道施工方案.pdf

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1、1/12 2、规范标准（1）水利水电工程施工组织设计方案（303-2004）1 工程概况施工便道起讫里程，便道修建主要形式为沿实际地势新建，路线所经过地有沼泽淤泥地和养殖塘，并多次跨越灌溉沟渠。路面宽6m，占地约 232.46 亩，土方约 1.3 万方，山皮石约8.1 万方。本工程堤线西起新华农场与振兴堤分界碑处，终点为汤原县振兴堤与梧桐河农场西堤分界碑处，为满足本工程施工要求，需修临时便道约19.8 千米。本工程采用挖除表层松土，回填建渣，压路机压实的施工方法进行修筑。2 便道结构及线路布置2.1 便道结构施工便道面层设中心线向两边1.5%坡度，道路两侧设置排水沟；（2）便道基础采用山皮石分

2、层填筑，山皮土填筑厚度暂定500800（具体见附图 1-便道结构断面图）。山皮石质量要求：土的用量（包括碎石粒径小于35 的含量）不得大于山皮石混合料总重的15%，土内不得含有有机质、淤泥质土及软石。石块粒径为60200，不得含有粒径大于300的块石。（3）便道面层采用细集料压实，厚度按100。（4）便道穿越沟渠处设置圆管涵，采用5001000圆管涵，圆管涵顶填筑厚度不得少于50。精品w o r d 可编辑资料-第 1 页，共 12 页-2/12 附图 2-1 普通便道结构图600（450）3050105010cm 厚细集料路面经压实的原地面50cm 厚山皮石普通便道结构图1:11:1附图 2

3、-2 过沟渠便道结构图600108010cm 厚细集料路面80cm 厚山皮石20cm 厚普土20圆管涵块石换填新鲜硬土原泥面过沟渠便道横断面图1:11:1精品w o r d 可编辑资料-第 2 页，共 12 页-文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I

4、6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP

5、10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8

6、Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档

7、编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3

8、N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H1

9、0Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB

10、9X4A4I6R2 ZP10F2O8Z8H33/12 附图 2-3 跨鱼塘跨便道结构图6001010cm 厚细集料路面抛石挤淤跨鱼塘便道结构图原泥面1:11:1水位水位硬土80cm 山皮石802.2 线路布置临时便道用地原则上尽量利用红线内用地，但考虑到桥梁段承台基坑开挖安全和路基段大型运输车辆错车等要求，按以下原则进行临时便道干线用地征用：（1）路基段便道干线用地利用红线内6m 宽;（2）桥梁段便道干线用地利用红线内4.5m 宽；（3）桥梁段便道干线需要贯通，遇沟渠时埋设管涵。（4）路基段便道干线需要贯通，且必须与外界既有干道连通，在有遇沟渠时埋设管涵，引入便道形式同新建便道。（5）路基段便

11、道沿线每400 米设会车道，桥梁段沿线便道每200米设会车道。（6）临时便道干线总体平面布置：K270+000K288+150 便道精品w o r d 可编辑资料-第 3 页，共 12 页-文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O

12、8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文

13、档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT

14、3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H

15、10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 H

16、B9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4

17、I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 Z

18、P10F2O8Z8H34/12 沿路线右侧布置，K288+200K291+535.2 便道沿路线左侧布置。（7）混凝土经拌合站前的一段村道，连接到全线贯通的施工便道，采用罐车运送至各施工工点。（8）跨线桥架梁时，运梁通道利用新建便道，若使用既有公路的，尽量选择车流量较少的时间段，减少对既有公路行车的影响。3 施工组织3.1 管理机构针对施工便道工程具体情况，分部决定成立以项目经理为组长，总工程师为副组长，工程部、安质部、测量队、及试验室等有关单位负责人为主要成员的工程施工领导小组，具体负责该工程的组织管理工作,并负责施工方案的制定和工程进度计划的落实和保障，同时担负本项工程的全面质量管理责任。

19、3.2 人员组织根据本工程总体工程量并结合分部实际情况，决定组建 2 个专业施工队，一队由大里程向小里程方向施工，另一队由小里程向大里程方向施工。施工队伍设队长1 人，现场工程师 1 人，施工队长具体负责现场施工组织管理，现场工程师负责施工技术管理和质量控制。3.3 主要机械设备及人员配置3.3.1 主要机械设备根据该便道特点并结合现场实际情况，在保证工程质量的前提下，为使该项工程顺利按期完成，本着合理高效、优化选择的原则，本工程配置的主要施工机械设备见下表：精品w o r d 可编辑资料-第 4 页，共 12 页-文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z

20、8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编

21、码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N

22、8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10

23、Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9

24、X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6

25、R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP1

26、0F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H35/12 主要机械设备进场表序号机械设备名称数量型号施工部位1 挖掘机8 台821土石方工程2 推土机6 台4221S土石方工程3 振动压路机6 台6205土石方工程4 装载机4 台953-3土石方工程5 运输车20台/土石方工程6 汽车吊2 台

27、25T 圆管涵埋设7 平板车2 辆/圆管涵埋设3.4 工期控制便道开工日期：2015 年 9 月 9 日，拟定 2015年 9 月 25 日前完工。4 主要施工工法主要施工工艺见图4-1。精品w o r d 可编辑资料-第 5 页，共 12 页-文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N

28、8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10

29、Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9

30、X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6

31、R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP1

32、0F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z

33、8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编

34、码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H36/12 便道施工工艺流程施工阶段整修验收阶段准备阶段填筑区段平整区段碾压区段检查区段施工准备清淤、抛石挤淤边坡码砌振动碾压分层填筑检查验收路面整修摊铺平整图 4-1 便道施工工艺4.1 测量及施工准备（1）便道施工前，根据红线用地图实地查勘便道的平面布置，进一步优化便道平面布置。（2）施工测量放线前，必须完成导线网、水准网的复测和加密，并完成红线边桩的测量及布设。对红线边桩做好明显标记，并做好保护。根据便道平面布置图，便道设计位置270+000288+150 沿红线右线向左 6m宽；288+200291+535.2

35、沿红线左线向右 6m 宽，桥梁段为 4.5m宽，完成便道用地范围内的征迁工作。（红线边桩测量成果见附表-1 红线边桩测量成果表）（3）在便道施工前，必须探明临用地范围内的地下管线的埋设精品w o r d 可编辑资料-第 6 页，共 12 页-文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L

36、9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7

37、 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4

38、A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2

39、 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F

40、2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H

41、3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:

42、CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H37/12 位置及其走线。结合初步设计资料，通过咨询当地政府部门和居民的办法获得地下管线埋设的初步资料，并联系物探单位对管线进行进一步查探。在地下管线埋设位置设置标识牌和围三角旗做上明显标记。如果需要进行设计变更的尽早将资料提报设计院。（4）复测便道范围内的原地面标高，根据原地面标高完善便道纵断面设计。（5）施工前，对进场机械和人员进行报验，监理验收合格后方可进入下一步程序。（6）施工前，完成对参与施工的全部人员进行技术交底、安全交底，明确人员岗位及各个岗位的职责和安全生产责任。对进场机械设备进行全面检修和保养，保证机械设

43、备满足施工要求。4.2 排水及原地面处理（1）水塘内的便道设置需具备两个方面作用：施工道路、永久工程的围堰。因此，水塘内便道的位置需尽量设置在塘内侧。水塘中便道采用抛石挤淤法施工，暂不考虑排水清淤。（2）其余地段的便道施工，先采用推土机清除表层含杂草、树根等的土皮，然后采用20t 振动压路机原地面碾压，压实度达到90%以上。4.3 煤矸石填筑填筑前，根据便道边桩，拉线并用石灰撒出灰线。材料运抵现场后，使用推土机和挖掘机分层填筑，分层厚度不大于 300，在填筑过程中，人工辅助将粒径较大的块石平置于基底，以精品w o r d 可编辑资料-第 7 页，共 12 页-文档编码:CT3N8L9H10Q7

44、 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4

45、A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2

46、 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F

47、2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H

48、3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:

49、CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L

50、9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H3文档编码:CT3N8L9H10Q7 HB9X4A4I6R2 ZP10F2O8Z8H38/12 免局部标高高出设计值。填筑顺序：分段施工，分段处必须有与外界连通的地方道路（并且道路满足材料运输车辆通行），每段从一端向另一端施工，相邻段连贯施工，逐片形成通车条件，保障填筑过程中材料运输车辆