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1、岚山区星河湾海域环境综合整治工程施工管理工作报告东港区水利建筑安装工程公司2016 年 7 月目录一、工程概况 .1 二、施工进度管理 .1 三、主要施工方法 .2 四、施工质量管理 .8 五、文明施工与安全生产.9 六、合同管理 .错误!未定义书签。七、经验与建议 .9文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1
2、文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S
3、9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4
4、M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7
5、X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R
6、2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4
7、F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8
8、E7X11 一、工程概况岚山区星河湾海域环境综合整治工程，主要建设内容为：直立岸修复 77米，坡岸整理412米，道路硬化 665米，挡浪墙修复 21米，照明及水电配套安装，太阳能路灯15盏，环保垃圾桶 13个。发包单位：岚山区海洋与渔业局设计单位：日照港设计院监理人：山东博仲建设项目管理有限公司承包人：东港区水利建筑安装工程公司二、施工进度管理1、施工总布置a 施工道路布置（1）原路面作为施工道路，作为主干道，用于块石、混凝土等材料的运输。（2）充分的利用现场有利地形、地质条件、结合原有便道，尽量减少临时道路工程量；（3）满足本合同工程施工要求。b 施工水、电及通讯系统（1）施工供水与生活用水
9、根据现场踏勘，施工和生活用水附近取水。（2）施工供电生产及生活用电以网电为电源，自备发电机作为备用电源。（3）施工通讯项目部领导及各部门负责人均配备了移动电话，以方便联系和确保场内外通讯通畅。c 环境保护为了搞好环境保护，系统生产的废水都经过污水处理池沉淀达标后排放。d 生产设施及辅助企业布置（1）料场和预制场综合仓库主要存放各类施工机械零配件、五金交电材料、劳保用品等。砂石料堆放场设在砌石部位附近。块石堆放场设在建筑物下游、砌石部位附近。2、施工总进度文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10
10、ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档
11、编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L
12、9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M1
13、0 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1
14、文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S
15、9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4
16、M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X12 计划进度：2016 年 2 月 6 日开工，2016 年 6 月 6 日完工。实际进度：2013 年 3 月 2 日开工，2016 年 7 月 15 日完工。3、主要项目施工情况岚山区星河湾海域环境综合整治工程：根据有关标准的要求划分为：1、直立岸修复工程，2、岸坡整理工程，3、挡浪墙修复工程，4、道路硬化工程，5、照明及水电配套工程共 5 个分部工程。4、该工程的工程量序号工程内容单位工程量一直立
17、岸修复1、7T 扭工字预制块块5 2 M15砂浆浆砌石米77 二坡岸整理1、混合到滤层M 31938 2、抛理大块石M 32431 3、亲水台台阶部4 三挡浪墙修复1、挡浪墙m 21 四道路硬化1、路基回填块石M 317860 2、路基挖方M 33200 3 碎石找平层8251 4 水泥稳定土8251 文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F
18、4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E
19、7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6
20、R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F
21、4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L
22、8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1
23、H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H
24、6F4F4M10 ZZ7F7L8E7X13 5、混凝土面层8251 五照明及水电配套1、给水管道安装m 667 2、供电线路敷设m 667 3、太阳能路灯盏15 4、环保垃圾桶个13 三、主要施工方法第一节土方开挖工程1.1 施工准备（1）在进行基础开挖前详细了解工程的地质结构、地形地貌和水文地质情况；按照监理工程师移交的测量控制系统，包括测量基准点、基准线和水准点及其基本资料和数据，与监理人共同校测其基准点（线）的测量精度，并复核其资料和数据的准确性。（2）以监理人提供的测量基准点（线）为基准，按满足三等平面控制测量和三等水准测量的施工精度要求，测设用于工程施工的控制网，并将施工控制网资料报
25、送监理工程师审批。（3）在开挖前，根据设计开挖图纸定出建筑物的中心轴线，并在轴线两边的开挖区以外选择适当的地方埋设临时水准标点；根据地形变化情况，每隔适当的距离增设中心桩测出各点高程，算出开挖深度，绘出开挖断面图，现场放好开挖边线。将开挖前实测地形和放样剖面图报送监理工程师复核，经批准后进行开挖。（4）对开挖边线区域内的树木、树根、杂草、垃圾等要进行清理，并要运到监理工程师指定的地方。对表层不能用于回填的含根须、草本植物及含有有机物的土壤，按监理工程师指示的表土开挖厚度进行开挖，并将开挖的有机土壤运到监理工程师指定的地区堆放，待恢复耕地时取用，对其他的开挖弃土则运到弃土场。（5）在开挖过程中遇
26、公共设施、文物或危险物时，根据监理工程师的指示进行开挖。在已有建筑物附近进行开挖时，施工措施保证其原有建筑物的稳定和安全，并做到不影响其正常使用。（6）开挖过程中经常校核测量开挖平面位置、水平标高、控制桩号和边坡坡度等是文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4
27、M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7
28、X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R
29、2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4
30、F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8
31、E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H
32、6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X14 否符合设计开挖图的要求，对有结构要求的建
33、基面范围严禁欠挖，减少超挖。（7）开挖过程中如果地层岩性与原设计发生比较大的变化或特殊情况影响工程投资时，及时通知监理工程师进行现场确认，并做好描述和记录。（8）临时开挖边坡，按设计开挖图所示或监理工程师的指示进行开挖。自行确定的边坡坡度、且时间保留较长的临时边坡，如监理工程师检查认为存在不安全因素时，立即进行修挖或采取保护措施。（9）在开挖前规划好开挖区域内的临时性排水措施，并要备好排水设施。在雨季为了保护开挖边坡免受雨水冲刷，在边坡开挖前先期开挖截流沟，并要对开挖出的永久边坡及时进行护面施工。1.2 土方开挖施工土方开挖施工采用机械与人工相结合的施工方法。土方开挖以挖掘机开挖配自卸汽车为主
34、；人工开挖、机动翻斗车运输为辅。根据招标文件土方开挖有弃土，按规定用1.0m3挖掘机装自卸汽车运至指定位置。测量人员始终跟随测量，不得超挖或欠挖，如果发生超挖情况需用与垫层相同材质补平。土方开挖后经现场监理工程师验收合格后，立即展开下一步工序，不得使地基原状土长时间曝晒或遭受雨淋。各部位土方开挖时，严格依据测量人员所设放的相关边线桩施工，以便控制开挖断面尺寸，使之符合设计要求。在开挖过程中遇到中心线桩时，先用经纬仪将中心线桩移走，待本部分混凝土施工完成后将中心线标志移回到混凝土或砌筑表面作为下一步施工测量依据。第二节 土石方填筑2.1 土石方回填工程填筑要求如下：（1）回填石料前，对于混凝土周
35、围的填土，要清除基坑内的积水、杂物等；清除基坑边坡面表层的污染土和赃物。（2）填石前对各种建基面均要经过验收合格后才能填筑；（3）填石时要采取防雨措施，雨前铺的松土要迅速压实或加以覆盖；雨后，经检查合格后方可继续施工。（4）填土铺土厚度宜为300mm，采用平碾（80130kN）碾压密实；局部采用人工和小型机具夯压密实时，铺土厚度宜采用200mm。（5）填筑边坡时,在设计边线外侧超填一定余量，人工铺料不小于100mm；机械铺料文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码
36、:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9
37、HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10
38、ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档
39、编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L
40、9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M1
41、0 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1
42、文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X15 不小于 300mm。填筑至设计高程后削坡到设计要求断面。（6）机械分片、分段碾压时，相邻作业面搭接碾压，搭接宽度：平行于轴线方向不应小于 0.5m；垂直坝轴线方向不应小于3m。（7）人工夯实时采用连环套打法，双向套打，夯压夯1/3、行压行 1/3；分段、分片夯实时，夯迹搭接宽度不小于1/3 夯径。（8）粘性土的压实度不小于97，并要通过碾压试验确定压实土料的最优含水量。（9）砂性土的填筑相对密度要求达到0.75 以上。（10）施
43、工前应针对不同的填筑材料进行碾压试验，确定碾压机械、铺土方式、铺土厚度、碾压遍数、填筑含水量等施工参数。（11）土石方填筑要分段施工时，留有1:3 的斜坡，并注意搭接处的密实度和错缝。（12）土料的铺料与压实工序连续进行，以防止土料被晒干；对表面已风干的土层，作洒水湿润处理。在新层铺料前对碾压光面层做刨毛处理，刨毛深度35cm。（13）每一碾压层按规定参数施工完毕后，要经监理工程师检查合格后才能继续铺筑上一层。2.2 碎石填筑工程（1）碎石填筑基底的处理：清除杂物，排除积水，在建基面验收合格后才能填筑。（2）各部位的垫层碎石应新鲜、质地坚硬、粒径为0.5 2cm且级配良好，超径颗粒含量不应大于
44、 3%，逊径颗粒含量不应大于5%，针片状颗粒含量不应大于10%。（3）在碎石垫层铺料前，对原状土层建基面进行压实。压实机械采用80130kN的振动平碾，先静压1 遍，后振压 4 遍，再静压 1 遍后方可铺料。振动平碾的行驶速度宜采用 2km/h。对于不能采用振动平碾的部位可采用蛙式打夯机（280kg）压实，压实遍数为 68 遍。铺料后要再次进行压实，施工参数根据现场试验确定；碎石垫层碾压密实，相对密实度不小于 0.75，压实干容重不小于20kN/m3。（2）土石方基础填筑工程完工后应由业主或监理组织有关部门联合进行基础验收，验收合格后方可进行下道工序的施工。第三节混凝土工程本工程使用商品混凝土
45、，混凝土运至现场后，输送泵配合完成水平和垂直运输。1.混凝土的配置混凝土中严禁使用氯盐及高碱性外掺剂。混凝土中各种有害物质的含量不得超标，使用的外掺剂应选用国内知名品牌，使用过程中，定期检测其质量，不合格的禁止使用。文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M1
46、0 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1
47、文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S
48、9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4
49、M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7
50、X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R2S9L9 HR2H6F4F4M10 ZZ7F7L8E7X1文档编码:CB1H6R