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2012最新浙江钻孔桩技术标钻孔灌注桩施工方案钻孔灌注桩施工组织设计.pdf

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1、1/58 封面2/58 作者：PanHongliang 仅供个人学习第一章工程简况文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF

2、9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A

3、1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF

4、9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A

5、1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF

6、9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A

7、1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A13/58 一、工程概述工程名称：建设单位：设计单位：勘察单位：工程地点：本工程位于余杭区临平南苑街道联盟村，主要拟建物为医疗综合楼，感染综合楼，食堂楼，行政办公楼。整个工程建筑占地面积77066，总建筑面积118411，其中医疗综合楼群建筑面积 90344，地下室面积 1636

8、0，框架结构。本工程基础采用钻孔灌注桩，桩径分 600mm 和800mm，大部分采取扩底，扩底直径 600（1000）、600（1200）、800（1200）、800（1400）和800（1600）。二、主要实物工作量根据建设单位提供的桩基工程图纸和工程地质勘察资料，本桩基工程主要工程量详见表1-1。三、设计施工说明1、本工程设计标高 0.000 相当于绝对标高5.800。2、工程桩采用钻孔灌注桩，桩尖进入7 层全（强）风化砂砾岩，桩端进入持力层不小于3M。主要工程量统计表表1-1 桩径（mm）扩底直径（mm）桩数（根）孔深（m）理论方量(m3)砼等级备注600 不扩底83 约 53 1570

9、0 C35 文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7

10、P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6

11、Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7

12、P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6

13、Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7

14、P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6

15、Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A14/58 1000 92 约 52 1200 192 约 52 800 1200 117 约 52 1400 69 约 52 1600 133 约 52 3、单桩竖向承载力特征值详见下表：表 1-2 序号桩直径（mm）扩底直径(mm)承载力特征值(KN)1 600 不扩底1800 2 600 1000 2500 3 600 1200 3000 4

16、 800 1200 3600 5 800 1400 4200 6 800 1600 5200 4、在钻孔过程中必须经常测定护壁泥浆的比重、含砂率和PH值，要求每十 M测定一次。泥浆比重应根据穿越的土层控制，泥浆含砂率应小于 8%，泥浆粘度为 1820 秒，PH值为 79。5、成孔后灌注前应进行清孔，本工程宜采用正循环成孔反循环工艺清孔，灌注桩身砼前测得的孔底沉渣不得大于50mm 6、对于水下砼，必须在实验室做级配实验，其水灰比宜在 0.5 0.55，坍落度 180220mm，可掺入适量粉煤灰，但不得使用早强剂。水泥用量不少于 360kg/m3。文档编码:CC2R5R8Z7P2 HF9Z8F8C

17、5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:

18、CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C

19、5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:

20、CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C

21、5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:

22、CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C

23、5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A15/58 7、为保证孔底水下砼质量，贮斗内砼的初存量必须满足首次灌注时导管底端埋入砼中1.0M 以上，随着砼面的上升，适当提升和拆卸导管，但导管底端埋入管外砼面以下不得小于2.0M。严禁把导管底端提出砼面。在砼灌注过程中，应设专人经常测量导管的埋深及管内外砼面的高差。8、本工程大直径钻孔灌桩的充盈系数不得不于1.10，灌注时，应定时用浮标或测锤测定砼面高度，根据所灌砼的用量，检查整个桩长范围内各段桩身的充盈

24、系数。9、控制最后一次灌注量，桩身砼灌注标高应高于设计桩顶标高1.5M，开挖基槽后将高出设计桩顶标高的砼凿去，凿去后的桩顶砼强度应达到设计值。10、钢筋笼在制作、运输和安装过程中应采取适当措施，防止出现不可恢复的扭转，弯曲等变形。安放钢筋笼时，须保持垂直，若已变形，须校正后再放入孔内。起吊时，钢筋笼要对准孔位，吊直扶稳，缓缓下沉，避免碰撞孔壁。同时在钢筋笼的同边须设置保护块。钢筋笼起吊吊筋采用 214。11、钻孔灌注桩施工时，对每根桩的定位、孔深、孔径、沉渣厚度、钢筋笼规格、焊接质量、砼充盈系数等均应有记录，并进行隐蔽工程验收，对钻孔灌注桩的各主要工序必须有详细的原始记录。四、工程地质根据勘察

25、及设计相关资料，拟建场地地层可分为7 大层，细分12文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6

26、Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7

27、P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6

28、Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7

29、P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6

30、Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7

31、P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A16/58 亚层，自上而下描述如下：粉质粘土；粉土；粉土；粉质粘土夹粉砂层；粘土；全风化砂砾岩；强风化砂砾岩；中风化砂砾岩五、现场施工条件1、交通情况本工程位于杭州临平迎宾路东侧，临平汽车南站南面。交通方便，施工期间受交通管制影响较小对施工比较有利。2、施工场地及障碍物施工场地现为苗甫中心，待建设单位同相关单

32、位协商处理后，向施工单位提供现场。场地中间有一池塘，占地面积约 625（25m 25m）,池深约 2.5m。施工中需处理池塘驳坎，及进行素土回填，以确保桩基正常施工。3、施工用电根据建设单位相关说明，开工前由建设单位提供足够的施工电源。4、施工用水管径为 DN40，位于场地西北角。不足部分由施工单位自行解决。第二章施工部署一、工程质量、进度和安全生产、文明施工目标根据本工程实际情况，结合我公司的实际施工能力和水平，确定本工程质量、进度、安全目标如下：1、质量目标：合格2、进度目标：100日历天文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R

33、8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ

34、9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R

35、8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ

36、9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R

37、8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ

38、9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R

39、8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A17/58 3、安全生产目标：杜绝重大伤亡事故，减少一般事故，无工程事故和重大设备事故，无等级火警事故。4、文明施工目标：实行标化管理，创文明标化工地。二、施工准备（一）技术准备工作1、开工前技术资料准备（1）工程地质勘察报告；（2）设计图纸和各类技术联系（变更）单；（3）施工组织设计编写、审批及报验；（4）设计技术交底（图纸会审）会议纪要；（5）根据业主提供的测量基线、高程水准点和设计图纸进行有关定位和高程数据复核；（6）提交开工报告。2、熟悉资料和技术交底

40、工程经理、工程技术负责人应组织有关技术人员进行技术资料和施工图纸的阅读，详细了解工程地质情况、施工工艺特点，由技术负责对施工员、质检员等进行技术交底，再由施工员对各工种班组长进行技术交底，然后由班组长对各班组成员进行技术交底，以确保总体计划的实现，在运行中进行检查，实现动态管理。（二）现场准备工作 1、办理有关施工手续；2、根据施工现场，布置钻机施工走向；3、根据施工平面图挖建泥浆循环池、排污池；4、安装敷设好施工水电线路，架设照明设施；5、落实施工用材料供应商。文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5

41、M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:C

42、C2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5

43、M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:C

44、C2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5

45、M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:C

46、C2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5

47、M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A18/58（三）试打桩做好开工准备工作后，征得建设方、监理同意，马上进行试成桩（2根）施工，施工中详细记录各道工序的各项数据，同勘察、设计、建设方、监理等单位共同确定施工参数，形成试成桩报告，同时在施工过程中参照原先施工试桩的有关参数，一同作为以后工程桩施工的正式标准。三、竣工验收工程施工完毕后 3 天内，所有设备全部退场，同时做好与总包单位之间的各项工作交接工作。在基坑开挖期间，我公司派专人24 小时值班，根据土建总承包单位的挖土凿桩速度，随时会同监理、土建单位及有关测试单位进行桩位复核

48、、基桩测试等一系列工作，做到施工一块，验收一块，最后将竣工资料按要求汇编成册，及时送交监理或业主。四、与各单位关系本桩基及围护工程不转包、不分包。桩基工程施工期间，我方服从建设单位和监理单位对本工程的施工质量、进度、安全生产和文明施工等管理和监督。在本工程桩基测试期间，我方将积极配合，协助测试单位完成小应变的测试工作。第三章施工进度计划一、施工进度的总体策划根据现场条件及实际情况，同时结合我公司多年的施工经验，本工程施工分三个阶段实施：第一阶段：施工准备阶段1、将整个场地平整压实，并进行硬化，对于施工主干道则另行加固处理，保证相关运输车辆正常运行，同时做好场貌清洁工作；2、搭设临时设施，同时做

49、好泥浆池、集水坑、排水沟等辅助工作；文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档

50、编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8F8C5M4 ZZ9S6Q5E3A1文档编码:CC2R5R8Z7P2 HF9Z8

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关键词：: 2012 最新浙江钻孔技术灌注施工方案施工组织设计

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