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1、.-.word.zl-珠江御景峰花园三通一平施工方案一、编制目的：珠江御景峰花园位于市塘厦镇高尔夫大道西侧，拟建32层商住楼 11 栋，28层商住楼 2 栋，3 层联排住宅楼 28 栋，会所 1 栋。为确保该工程紧有序地施工，科学合理地利用人力、物力资源，以及确保工程平安、质量及工期要求，针对工程施工特点，特编写本施工方案。本施工方案适用于本工程三通一平工程、挡土墙、场地平整、进所道路施工。二、编制依据：1.设计资料：珠江御景峰花园相关施工图纸及相关文件。2.?建筑分项工程施工工艺手册?3.?建筑施工手册?4.?工程测量规?GB50026 2007 ；5.?土石方工程施工规?6.?施工现场临时
2、用电平安技术规?JGJ46-2005 ；7.?建筑机械使用平安技术规?JGJ33-2012 ；8.我司对施工现场环境的勘察与了解及现场答疑；9.现行法律、法规及市平安文明施工标准。三、工程概况3.1 位置及地形地貌本工程施工地点北侧相邻在建工程；西侧及南侧为观澜高尔夫球场；东侧高尔夫大道，道路下方有 10KV 地下电缆埋深 1.5m 和雨水排水管?800 埋深 2.8m，与地下室边线距离分别约为12.03m和 34.87m；场地尚未平整，地势起伏较大，场地精品w o r d 可编辑资料-第 1 页，共 22 页-.-.word.zl-东侧有一水塘洼地，其南测有标高+49.78m 的陡坡。由于地
3、下室边线贴近用地红线最近处仅约5m 造成后续施工场地及施工通道极其紧，给工程的施工带来一定平安隐患和施工难度，故应重点加强平安防措施和平安施工管理，制定科学合理的施工方法。详原始地貌网格图3.2主要工程分项根据现场实地勘察考虑后续基坑支护及分期施工的合理化，本工程主要工程分项为：a、场地平整，整场地坡度为12%；b、排水线路布设；c、环施工区域行车通道布设；d、洼地局部回填；e、南侧坡地降土及平整；f、施工用电线路布设等。在挖、填土方施工中，回填土碾压密实度和场地平整高程控制是保证施工质量的重点。整个站的挡土墙采用毛石挡土墙。挡土墙砌体采用MU30 毛料石，M10 水泥砂浆砌筑。四、施工准备及
4、条件4.1 施工准备4.1.1 三通一平阶段现场管理人员配置施 工 管 理 网 络 图生产副经理:工程经理:精品w o r d 可编辑资料-第 2 页，共 22 页-文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP
5、1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V
6、5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU
7、5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10
8、L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3
9、ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G
10、3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4.
11、-.word.zl-4.1.2 机械、仪器及临建立施配备土建主要机械设备及技术措施用料一览表序号名称型号单位数量备注1 水准仪S3 台1 2 全站仪台1 3 电钻台2 4 履带式反铲挖机台2 3m35 散装运输车辆台1 6 抽水泵套1 7 电焊机台2 安 全 员施 工 员资 料 员三通一平工程施工队测 量 员材 料 员精品w o r d 可编辑资料-第 3 页，共 22 页-文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L1
12、0C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC
13、4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P
14、8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编
15、码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y
16、1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U
17、4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B
18、3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4.-.word.zl-8 镀锌钢管DN50 M 9 水泥涵管 800M 10 电缆M 11 混凝土空心砌块M3 4.1.3 材料采购4.1.3.1 地材及水泥开工前对当地供货单位进展调查，评价合格供方并签定供货协议：A、水泥采用 42.5#普通硅酸盐水泥，用何厂待定。B、碎石、砂在当地市场采购。C、混凝土采用当地商品混凝土。4.1.3.2临时施工使用的少量零星材料在当地市场采购。4.2
19、施工环境、条件4.2.1施工用水由甲方提供应水接口，用水量须满足施工要求。4.2.2施工用电场地附近已有 10kV 线路接入。施工变电设于场地东南侧，由甲方报装进场后进展改线。1、考虑珠江御景峰花园前期销售“两点一线及别墅交楼的需要，供电在东面高尔夫大道红线外埋地设置。2、建立单位变压器已安装在建立地块高尔夫大道东面，需跨路埋设电缆。具体长度现精品w o r d 可编辑资料-第 4 页，共 22 页-文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5
20、U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5
21、B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L
22、10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 Z
23、C4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3
24、P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档
25、编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1
26、Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4.-.word.zl-场确认；3、根据施工现场机械设备等计算，需采用VV22-4*300+1*150电缆方能满足施工需要具体临电安装施工做法见后附图。4.2.3临时建筑施工初期，外包施工队伍可根据现场实际搭建局部临时房屋以供人员居住,在施工过程中，根据前期筹划于场地南侧搭设施工临建。五、施工进度5.1 施工总工期2013年 3 月开工至 2010年 5 月根本完
27、工，三通一平工期约为60天。如有调整以总进度方案为准。六、施工分项、方法和要求6.1 总体施工程序施工准备施工复测放样确定场地开挖线和开挖平整标高监理工程师复测场地植被去除、降土及回填道路开挖管道埋设道路修整及硬地化场地平整、检查、验收下一阶段施工。6.2 施工测量6.2.1 施工测量作业施工测量在建筑施工中占有关键性的作用，工程质量的有效控制，主要取决于施工测量控制的好坏，也是施工质量得到保证的前提条件，因此在施工过程中应严格遵守以下操作要求及质量标准：6.2.1.1.施工测量的程序为：检校测量器具复核工程控制桩和水准点测量准备测量放线建立平面控制网精品w o r d 可编辑资料-第 5 页
28、，共 22 页-文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8
29、T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码
30、:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1
31、C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4
32、 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3
33、K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10
34、C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4.-.word.zl-平面、高程控制进展下道工序施工。6.2.1.2.施工方法1.为保证工程质量，采用高精度的测量仪器南方J2 经纬仪进展平面控制，S3
35、水准仪进展高程控制。2.用于工程测量的经纬仪、水准仪、钢尺等器具必须经有关部门检验合格后，方可使用。3.施工测量过程中应实行专仪、专尺、专用，以利于仪器的维护，确保测量的准确及精度要求。4.施工测量前应认真熟悉相关要求，定位后请有关人员复核后，方可进展下道工序的施工，并及时做好有关记录。5、高程控制网依据测绘管理部门或业主提供的场区水准基点不少于三个，采用水准仪对所提供的水准基点进展复测检查，校测合格后，测设一条闭合或附合水准路线，联测场区控制点，以此作为保证施工竖向精度控制的首要条件，水准点距离回土边线一般不小于 15米。6.3主要施工分项1)排水管道布设：由于场地临近观澜高尔夫球场，场地西
36、侧有球场4 处排水口，且出水量较大，为防止球场排水影响现场施工必须将其并入现场临时排水管网并接入市政排水管网。同时北侧已开工临近工地排水口同样并入场地临时排水管网，场地南侧、东侧排水同时布设。本工程排水主要采用埋设管径800mm 承插式钢筋混凝土成品涵管结合基坑支护体系排水沟形成整体排水结合局部排水的体系。一、施工流程精品w o r d 可编辑资料-第 6 页，共 22 页-文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L1
37、0C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC
38、4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P
39、8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编
40、码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y
41、1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U
42、4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B
43、3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4.-.word.zl-6.4、主要施工流程清理场地测量放样管槽开挖测量基坑标高槽底整平地基承载力检验浇注基座砼安装圆管嵌缝台背回填验收分层压实检验6.3、测量放样测量放样，根据场地方案施工临时道路边线及红线围墙放出管道中线，用白灰线放出开挖边线，井点管线、井位等，在挖土及排管过程中，由水准仪直接控制其管道构造各层标高，由经纬仪直接控制管道中线。走管定位遵循以下原那么a沿红线围墙 1.5m
44、布管；b 尽量走直管；c 定位时将基槽控制桩延长于槽外2m 加以固定；d 走线分东西两条，以南面坡地为起点：一条沿西侧并球场出水口及北侧中建工地出水口统一排至北段高尔夫大道市政排水口；一条沿东侧红线围墙由南至北布设，排至高尔夫大道市政排水口(东侧管线可结合基坑支护设计排水沟布设完善)。6.4、沟槽开挖及支撑6.4.1 沟槽开挖6.4.1本工程排水管道位于施工临时道路边或红线围墙边。排水主管管径为 DN800，管道埋深在 1.5米2.5米围不等。管基坐落在粉质粘土层，排水管道布设于施工临时道路边线及红线围墙1.5m围下方位置。排水涵管管径为DN800，采用梯形槽横断面形式进展施工。6.4.2 沟
45、槽开挖前，应计算好挖填方量，做好场的土方平衡，做到:一是要将好土留足，按甲方指定的位置堆放备用;二是多余土方暂堆至先期开挖基坑围或需场地平整回填用。槽边单面堆土高度不大于1.5m，离沟槽边的距离不小于1.2m。6.4.3 沟槽开挖采用机械开挖，并预留20-3Ocm 土人工挖除，开挖过程中直接用精品w o r d 可编辑资料-第 7 页，共 22 页-文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8
46、T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码
47、:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1
48、C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4
49、 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3
50、K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10C3 ZC4S4G3P8T4文档编码:CP1Y1C7V5U4 HU5B3K10L10