2021年临时公路施工方案.pdf

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1、1/19 仁怀市垭石庆水库工程第1 标段（大坝、溢洪道）工程改线公路及临时施工道施工方案合同编号：1416-01 批准:校核:编写:贵州光文建设工程有限公司仁怀市垭石庆水库工程第1 标段（大坝、溢洪道）工程项目部2014.8.15.精品w o r d 可编辑资料-第 1 页，共 19 页-2/19 第一章工程概况1、工程简介1）为保证垭石庆水库中工程导流洞正常的施工、不影响两岸居民的出行，需修建绕坝公路一条连接左右岸原有乡村公路。改线公路作为连接左右岸的交通通道，要新修公路约0.8，路面按双车道施工，路基宽7.5M，靠山侧修排水沟。河底到坡顶高差达84 米，需开挖 15 米高 60 米长拉槽

2、1 段，回填深 20 米、长 50 米过水冲沟 1 段，埋涵管跨河 1 处，其余均为土石方开挖与回填，局部路基采用浆砌石挡墙。2）大坝工程施工中，需修建五条临时施工便道，作机械通行、出渣道路、坝体填筑道路、材料运输道路等。1#公路料场大坝下游公路。该公路起于料场，经砂石生产系统、导流洞出口，与大坝连通，是工程施工中的石料运输的主要通道。3#公路左岸坝腰下游堆料场公路。该公路起于左坝肩915，止于下游左岸冲沟堆料场附近。主要承担 915高程以上坝体开挖后弃渣。4#公路大坝下游围堰下游左岸冲沟公路。该公路起于大坝下游围堰附近，止于下游面左岸冲沟。此公路在施工期间主要承担大坝开挖弃料运输，是大坝开挖

3、出渣的主要道路。该路段需埋跨河涵管2处5#公路左岸乡村路趾板边坡公路（预计2 条，根据施工现场精品w o r d 可编辑资料-第 2 页，共 19 页-文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7

4、T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码

5、:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7

6、T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码

7、:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7

8、T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码

9、:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C83/19 情况定）。主要是施工间机械设备通行、出渣运输道路及趾板浇筑材料及砼运输。6#公路改线公路右岸上坝公路。1#公路连接现乡村公路900左右，利用现有乡村公路作后期上坝的主要通道。7#公路-料场弃渣场公路

10、。料场弃渣及连接1#公路。其中 5#、7#公路路基宽为 4.5 米外，其余均为 7.5 米。2、工期要求按照工程施工进度计划，本项工程工期要求为：改线公路开工日期为 2014年 9 月 10 日，完工日期为 2014 年 10 月 20 日，共计 40 天。临时施工便道开工日期为 2014年 9 月 21 日，完工日期为 2014 年 12 月 31 日，根据施工进度安排各条道路开工及完工时间。3、施工重点、难点分析及应对措施1）本项工程的施工重点、难点分析：改线公路施工工期紧，施工强度高，能否按期完成是本项目的重点和难点之一；与本项施工有关的其他承包人承担的工程项目有交叉作业，协调工作量大，

11、施工干扰大、施工安全要求高。公路高差大，为保证公路坡比与宽度，之字型线路多，局部需修挡墙。增大施工难度。精品w o r d 可编辑资料-第 3 页，共 19 页-文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG

12、8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C

13、8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG

14、8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C

15、8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG

16、8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C

17、8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C84/19 改线分路开挖施工工期紧本项工程按施工进度计划要求于2014 年 10 月 10 日完工，开挖施工工期紧，开挖完成后，要保证施工车辆重车通行。如何确保大坝工程施工按要求的工期如期完成，是本项

18、工程的重点之一。2）对改线公路施工采取如下施工措施。(1)抽调本公司有丰富施工经验的管理人员和技术人员，组建精干高效的项目管理机构，按项目法组织本工程施工。(2)配置先进高效和配套的施工设备，设备数量充足，性能优良，满足高峰施工强度。(3).合理安排施工，路基开挖一段后，立即进行路面、排水沟等施工，路基、路面进行平行作业施工。(4)在施工过程中，由监理和业主的牵头，我单位在确保安全和质量的前提下积极配合相邻承包商的工作，并服从监理和业主的安排。施工干扰、配合和协调工作量大与本标段工程施工有关的其他承包人承担的工程项目有：导流洞进口段，开挖过程中协调工作量大，施工干扰大、施工安全要求高是本项工程

19、重点之一。由于本标段工程与导流洞标段施工相关联，本标段工程量大、工期紧的特点，在施工安排上需合理安排施工，避免施工相互干扰，施工协调要求高。因此施工计划安排应作为重点来控制。措施如下：(1).成立二个标段工作协调小组，由发包人和监理人牵头，分别精品w o r d 可编辑资料-第 4 页，共 19 页-文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4

20、ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A

21、5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4

22、ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A

23、5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4

24、ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A

25、5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C85/19 对进口工程施工、改线公路施工，统一协调二个标段施

26、工的有关事宜。(2).加强计划管理，协调、配合与沟通，使各部分施工按计划进行，减小本项目施工对后继施工项目的影响；施工干扰大、施工安全要求高由于本标段 2014 年 9 月份才开工，汛前工期紧、工程量大，在施工安排上多个工作面同时开工，带来施工干扰大、施工安全要求高。因此施工安全作为重点来控制。措施如下：（1）明挖爆破控制：明挖爆破，制定完善的“开挖爆破施工规程”，报监理工程师审核批准后实施。（2）制定各种设备的安全规程，所有设备定期进行安全检查，操作手全部经严格培训后持证上岗。夜间作业的照明、备用电系统齐备。（3）设置专门的安全监督组织机构，配备一名项目副经理专管安全工作、专业安全工程师和安

27、全员，全天候、全方位进行监控。（4）成立专门的监测小组，配备专门设备，在主要部位处布设控制点，定期进行监测。（5）加强现场管理和人员安全意识，严格按规范、规程和工法施工，协调好相邻标段施工作业面的工作安排，减少相互干扰和交叉作业，为后继工序施工创造条件。精品w o r d 可编辑资料-第 5 页，共 19 页-文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7

28、T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码

29、:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7

30、T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码

31、:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7

32、T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码

33、:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C86/19 第二章施工总体规划我公司本着以保证质量

34、的前提下加快施工进度，确保按期完成工程，充分依靠和运用公司多年施工中积累的成功经验，选择优化合理的施工方案，并充分发挥工程技术人员和施工管理人员的聪明才智，建立完善的质量保证体系，贯彻质量标准，高速优质地完成本工程的建设任务。1、施工总体思路本工程大体施工思路总体概括为：1）施工准备，布置施工场地，机械进场，准备材料等；2）公路测量放线；3）毛路开挖；4）石方钻爆、出渣；5）路面施工；6）附属设施施工；2、施工准备工作；施工准备工作从内容上分技术准备，物资准备，劳动组织准备，施工现场准备四部分。1）技术准备（1）作好调查工作：气象、地形和水文地质情况的调查，地上、地下情况的调查，各种物质资源和

35、技术条件的调查。（2）熟悉、会审施工设计图纸，力求将图纸中的问题解决在施工前。根据施工图，复核各点所提供坐标的闭合，且对路线及细部尺寸精品w o r d 可编辑资料-第 6 页，共 19 页-文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码

36、:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7

37、T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码

38、:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7

39、T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码

40、:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7

41、T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C87/19 标高逐一进行复核，确保施工顺利进行。（3）各类施工工艺的设计、安排、试验、审核。（4）编制和审定详细的施工组织设计、施工预算，为全面施工提供准确的依据。（5）

42、提出机具、材料、构件、设备和外委托计划，保证工期进度的需要。（6）根据建设单位的要求和提供的情况，绘制具体的施工平面图。2）物资准备材料的准备（1）正确分析施工期间建筑材料市场的情况。（2）根据施工组织设计中的施工进度计划和施工预算中的工料分析，编制工程所需材料用量计划，作为备料、供料和确定仓库、堆场面积及组织运输的依据。（3）根据材料需求量计划，做好材料的申请、订货和采购工作，使计划得以落实。（4）组织材料按计划进场，并做好验收保管工作。施工机具准备（1）根据施工组织设计中确定的施工方法、施工机具配备要求、数量及施工进度安排，编制施工机具需求量计划。（2）对大型施工机械如挖土机等，提出需求量

43、和时间要求，准时运抵现场，并做好现场准备工作。运输准备精品w o r d 可编辑资料-第 7 页，共 19 页-文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码

44、:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7

45、T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码

46、:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7

47、T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码

48、:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7

49、T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C8文档编码:CW6A5B9F9Q8 HG8B1S7T2X4 ZN9J1V3G1C88/19（1）编制运输需求量计划，并组织落实运输工具。（2）合理安排运输时间、路线，进工地时的协调，以免由于材料运输车的原因而引起社会车辆的堵塞。劳动组织准备（1）根据施工组织设计中确定的劳动力计划，确定各工种劳动力的数量及进场时间。（2）选择具有

50、丰富施工经验的优秀作业班组。（3）对进场施工人员的作业班组进行培训和教育，并落实到每个作业人员。施工现场准备情况（1）了解工程所在地情况，通过正当途径与当地职能部门搞好关系，为在施工阶段取得配合打好基础，建立牢固的群众基础。（2）根据建设单位指定的上下水源、电源、水准点和控制桩，架设水电线路和各种生产、生活用临时设施。（3）清除现场障碍，搞好场地平整，围护好场地，注意环境卫生、场容整洁。做好施工便道、排水，合理设置排水沟和集水井，力争达到市级标化工地。（4）认真组织测量放线，确保定位准确，做好控制桩和水准点的保护。根据给定的永久性坐标和高程，按照施工总平面图，进行施工现场控制网点的测量，妥善设