Word 专业资料轴搅拌桩专项方案建基建设集团有限公司年月日11龙湖苏地号（四号地块）项Word 专业资料346111112121213141616161182Word 专业资料第一章、工程概况2013-G-183274802m20.000=+4.2m第二章.设计要求1-1.2m〜-22.6m21.4-1.6m〜-22.6m2120-14m〜-22.6m8.6-10.25m〜-22.6m12.358%20%30850@600,L6000@100028qu0.5MPa<107cm/s(1)Word 专业资料(2)⑶20mm,1/200Word 专业资料,2m/min1.5第三章三轴搅拌桩施工工艺搅拌桩施工工艺流程图31-12-20.5m/min1m/min1m/minWord 专业资料喷浆搅拌提升搅拌机移位完成退场第一节三轴搅拌桩施工方法详述203141.2m1200mm1.1341.495m2),Word 专业资料mm63071.031m2,1/20050Word 专业资料10第二节施工工艺参数（一）、槽壁内侧加固及坑外加固工程120821-12-20.5m/min1m/min1.0/2.0/3P.O42.5()4%-6%41.55（三）、桩位布置Word 专业资料DDDDD（四）隔水帷幕冷缝处理（五）三轴搅拌桩机施工参数计算书Word 专业资料施工参数剖面Word 专业资料m2L/mint/m3m/minm/mint/m3t/m3%85021.41.031200*21.365(1.5)1.02.01.83.12020、施工参数计算2.11.03121.41.820%=7.94T2.221.421.40.9=23.78min21.421.41.8=11.89min21.41.540023.7810001.3652.5=5.19T(9521L)21.41.540012.5910001.3652.5=2.75T(5040L)4%-6%Word 专业资料7.940.9m/min、施工参数计算2.12.2Word 专业资料、施工参数剖面内侧m2L/mint/m3m/minm/mint/m3t/m3%85021.41.0312001.365(1.5)1.83.1812.80M208.60M1.03112.8m1.88%+1.0318.6m1.820%=5.08TWord 专业资料12.801.54008.6610001.3652.5=1.89T(3464L)8.65.95-1.37=4.58T8.68.60.9=9.55min8.61.54009.5510001.3652.5=2.08T(3812L)8.61.54005.0610001.3652.5=1.11T(2024L)、结论12.8012.81.47=8.7min4%-6%5.01.4m/0.9m/1.7.m/、施工参数计算2.12.2Word 专业资料、施工参数、剖面内侧m2L/mint/m3m/minm/mint/m3t/m3%850211.0312001.365(1.5)0.91.71.83.188.65M12.35M201.0318.65m1.88%+1.03112.35m1.820%=5.95TWord 专业资料8.658.651.4=6.2min8.651.54006.210001.3652.5=1.36T(2512L)12.355.95-1.36=4.59T12.3512.350.9=13.72min12.351.540013.7210001.3652.5=2.99T(5480L)12.351.54007.2610001.3652.5=1.59T(2896L)、结论4%-65.91.4m/0.9m/1.7.m/Word 专业资料m2L/mint/m3m/minm/mint/m3t/m3%85021.001.031200*21.365(1.5)1.02.01.83.12020、施工参数剖面、施工参数计算2.11.03121.01.820%=7...
