吹填施工方案2.pdf

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1、精选范本,供参考！三施工方案第一章工程提要1.1 编制依据1、黄冈市南湖工业园2012 年度土方吹填谈判文件2、堤防工程施工规范（SL260-98）3、堤防工程施工质量评定及验收规范（SL239-1999）4、防洪标准（GB50201-94）5、其它水运工程现行规范及相关行业标准6、施工现场交通、地貌情况及工程自然条件1.2 合同要求1、工程名称黄冈市南湖工业园2012 年度土方吹填2、施工范围吹填区：黄冈市南湖工业园。取砂区：土方吹填作业区长江上游4 公里处。3、工程技术规格（1）吹填区技术规格见吹填标高工程量控制偏差备注约 300 万立方米0.15 米精选范本,供参考！（2）工程量黄冈市南

2、湖工业园2012年度土方吹填工程量约为300 万立方米。（3）工期要求签订合同后 100 日历天内完工。（4）质量要求吹填工程质量要求达到合格等级。1.3 我公司承担本工程的优势我公司是由原湖北省水利厅下属的水利骨干企业由湖北省水利水电工程二处改制而成。前称为湖北省水利厅工程二团，创始于1955 年。后又与湖北省水利水利水电建设总公司一公司合并成新的湖北大禹水利水电建设有限责任公司，是经国家有关主管部门审定的水利水电施工总承包壹级企业，拥有雄厚的技术力量和船机设备，有先进的科学管理水平。根据本工程的特点和难点，我公司多次承担类似工程的施工，如福建东南电化股份有限公司填海工程，汉口沿江下段三期外

3、平台护坡工程等。在这些工程施工中，我公司培养了一支技术力量强，肯吃苦的队伍，积累了丰富的水上施工技术、组织管理经验，具有对大型吹填造地工程整体综合性协调、组织管理能力。文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5

4、 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8

5、B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5

6、 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8

7、B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5

8、 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8

9、B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4精选范本,供参考！第二章施工船选择与配套2.1 工程特点分析根据施工现场条件，结合本工程结构特点，本工程施工具有以下明显的特点和难点。1、本工程工期紧，工程量大，施工组织难度大，施工强度较大。

10、2、本工程在湖区浅滩地上进行圈围造地，受自然条件影响很大。因此，需充分掌握好气象资料，合理安排工作时间。3、专业性强：本工程属湖区浅滩造地工程，有很强的专业性，从水下一直施工到海面以上，需要大量的劳动力和小型机具，属劳动密集型工程，工程看似简单，工程施工进度和质量控制一环紧扣一环。4、本工程在长江里取砂，距作业吹填区有现有4 公里，需船舶运至作业区进行吹填。5、本工程基本都是临水作业，因此水上施工安全管理难度高。2.2 施工安排的基本原则根据以上工程特点，施工设备选配遵循以下的原则：1、要考虑整个工程的经济效益，结合企业总的生产形势和实际情况，挖深和吹距要求选择合适的施工船舶；2、选择合理的吹

11、填方案，结合泥塘狭长的特点保证施工的顺利进行；3、考虑取沙区的特殊位置，合理地布置管线。4、在施工的过程中做好防天气环境影响措施。2.3 船舶选配本工程吹距较远，所以必须选择大型、特大型的绞吸船，考虑施工对杂货码头正常运营的影响投入的施工船舶不能太多。船舶台数施工天数占用期SJ-1000 绞吸船2 台100 100 文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T

12、1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文

13、档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T

14、1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文

15、档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T

16、1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文

17、档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4精选范本,供参考！2.4 管线设备配置计划

18、2.4.1 吹距根据合同吹填要求和施工场地情况，本工程管线包括水下管、浮管个岸管，本工程最长、最短及平均吹距。船舶吹距（m）备注水下管浮管岸管SJ-1000 绞吸船800 1200 2000 2.4.2 排泥管线配置计划1、管线数量：根据工程的地质条件本工程施工船排泥管线配置计划所有水下管线全部采用2+1 组合，分包船只自行组装管线，北亚采用750mm管线。2、排泥管件数量：根据上表，SJ-1000 绞吸船管线配套情况，本工程管件配置情况见下表名称规格单位数量名称规格单位数量排泥钢管450*6000 节840 三通450*90个2 胶管450*1800 只404 插板门450 套6 浮筒450

19、 套250 盲板500 块6 自浮管450*11800 节17 胶皮圈450 个1200管线锚1.0 吨口20 卡带500 片1360 管线锚1.5 吨口10 锥式锚漂只10 切缆器个2 桶式锚漂只25 文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7

20、C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 H

21、O8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7

22、C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 H

23、O8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7

24、C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 H

25、O8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4精选范本,供参考！2.4.3主要陆地机械设备配置计划根据管线存放、组装场地情况，本工程拟投入的主要陆地机械设备见下表：名称规格数量用途备注装载机5.0吨1

26、排泥管线安装租赁空压机6.0 m31 排泥管线安装配备叉车1 排泥管线安装租赁发电机组50Kw 1 排泥设备修理配备电焊机20kw 1 排泥设备修理租赁面包车1 交通配备桑塔纳1 交通配备其他机械设备（吊车、板车等）从工程当地临时租用。2.4.4 施工船舶及辅助设备调遣所有陆地施工设备（排泥管、胶皮套等）均由陆路运至施工现场。施工船及水上浮筒由拖轮拖带到现场。2.4.5 施工船舶性能表本工程拟投入施工主船和配套船舶性能如下表施工船舶设备一览表施工船舶设备一览表船名尺寸装机功率月产能吹距SJ-1000 绞吸船45*12*4 2500 50.4 万立方4500 文档编码:CF5L6V4C6A5 H

27、O8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7

28、C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 H

29、O8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7

30、C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 H

31、O8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7

32、C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 H

33、O8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4精选范本,供参考！第三章施工方法及工艺3.1 工程整体施工方案3.1.1制定原则1、SJ-1000 绞吸船在吹填区至长江上游4 公里处取砂，取砂量能满足吹填需要，根据吹填能力安排施工区域，船舶布置由中间向两侧延伸，2、减少互相干扰，管线不交叉。3.1.2 施工计划吹填计划：本区吹填工程量为300 万方，计划施工时间在合同签订后开始，施工时间 100 天。3.1.3 保证措施1、所有船只按约定时

34、间必须准时进场。2、管线必须保质保量按时进场，必须在船只进场前准备好。3、管线布置完成后必须设置安全标示。4、临建增加一块管线专用区域，各分包船只集中管理，并增设一个临时码头。5、准备 1 条 1600 匹以上的拖轮，方便应对船只避风等紧急情况。6、每条陆地管必须设23 个出口，直线间距100米。3.2 施工工艺3.2.1 施工工艺绞吸船：采用钢桩定位，扇形横挖法施工，通过离心泥泵在吸入端产生真空将绞刀挖掘后的泥浆吸入泥泵，再利用泥泵产生的速度和压力水头通过排泥管线将泥土水力输送至吹填区，施工工艺流程如下：绞吸船排泥管线吹填区文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4

35、O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6

36、A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4

37、O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6

38、A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4

39、O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6

40、A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4文档编码:CF5L6V4C6A5 HO8T1E1R2V9 ZK6A4O8B7C4