合计（min）22.8613.039.335051152122.8612.999.375051352222.8612.999.375050351322.8613.019.355050251422.8613.039.335050151522.8613.029.345051252622.8613.029.345051252722.86139.365051352822.8613.039.335050151922.8613.039.3350501511022.8612.999.3750513521122.86139.3650513521222.8613.019.355051252122.8612.999.375050351222.8613.019.355051252322.8613.019.354950251422.8613.029.345151252522.86139.365050351622.8612.999.375050351723.0616.016.553536752823.0616.016.553636752923.0616.026.5435366521023.0615.996.5735368521123.06166.56363675212钻孔长度（m）桩顶标高（m)累计喷浆量（kg）实际水灰比桩位偏差（cm）桩 号地面标高（m)桩底标高（m)喷浆长度（m）累计水泥用量（kg）实际水泥掺量（kg/m）0.6527.0622.561010266060.6527.0722.5699266070.6517.0422.5699266040.6517.0522.561010266050.6527.0522.5699266050.6539.8722.361313378310.6529.8622.361313378300.6519.8422.361313388440.6539.8522.361313368290.6529.8522.361313378450.6519.8722.361313378310.6529.8522.361313378450.6519.8622.361313378460.6519.8722.361313378470.6519.8322.361313378270.6519.8322.361313378270.6529.8622.361313378460.6529.8422.361313378440.6529.8422.361313378440.6539.8322.361313378270.6529.8522.361313378290.6529.8722.361313378310.6539.8722.361313378479.8322.361313378430.651备注 修改桩长、桩底标高后可自动计算数据。本表采用钻进、提升速度为≯80cm/min，水泥用量取≮51kg/m，水灰比0.65，钻孔长度增加变量3～8cm，以确保桩长≮设计，钻孔长度为设计桩长+0.5m桩头，施工工艺为四搅四喷，若工艺有变，则对应修改相应数据即可。 数据生成后，须复制后选择性黏贴为数据另存，避免因自动计算造成数据变动。水泥搅拌桩施工记录自动计算区工作时间钻孔用时（ min）喷浆搅拌用时重复搅拌用时2 3 .0 61 66 .5 63 53 6 75 212 3 .0 61 6 .0 16 .5 53 53 6 75 222 3 .0 61 6 .0 36 .5 33 63 6 65 232 3 .0 61 6 .0 36 .5 33 53 6 65 242 3 .0 61 6 .0 16 .5 53 53 6 75 252 3 .0 61 6 .0 26 .5 43 63 6 65 262 3 .0 61 66 .5 63 53 6 05 172 3 .0 61 6 .0 26 .5 43 53 6 65 282 3 .0 61 6 .0 16 .5 53...
