表格模板-桩数据统计表签字 精品.xls

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1、桩桩数数据据统统计计表表桩桩号号直直径径挖挖孔孔深深度度桩桩长长入入岩岩空空孔孔自自然然地地面面标标高高桩桩顶顶标标高高桩桩底底标标高高钢钢筋筋笼笼长长1#1#桩桩0.800.8013.7013.7013.2013.200.500.5031.1031.1030.6030.6017.4017.4013.8313.832#2#桩桩0.800.8013.4013.4012.9012.900.500.5031.1031.1030.6030.6017.7017.7013.5313.533#3#桩桩0.800.8013.7013.7013.1013.100.600.6031.2031.2030.6030.

2、6017.4817.4813.7313.734#4#桩桩0.800.8013.5013.5012.9012.900.600.6031.2031.2030.6030.6017.6817.6813.5313.535#5#桩桩0.800.8013.5013.5012.9012.900.600.6031.2031.2030.6030.6017.7317.7313.5313.536#6#桩桩0.800.8013.5013.5012.7012.700.800.8031.4031.4030.6030.6017.8717.8713.3313.337#7#桩桩0.800.8013.5013.5012.8012.

3、800.700.7031.3031.3030.6030.6017.8417.8413.4313.438#8#桩桩0.800.8013.4013.4012.7012.700.700.7031.3031.3030.6030.6017.9317.9313.3313.339#9#桩桩0.800.8013.7013.7013.0013.000.700.7031.3031.3030.6030.6017.6317.6313.6313.6310#10#桩桩0.800.8013.6013.6012.8012.800.800.8031.4031.4030.6030.6017.8117.8113.4313.4311

4、#11#桩桩0.800.8013.5013.5012.7012.700.800.8031.4031.4030.6030.6017.8817.8813.3313.3312#12#桩桩0.800.8013.5013.5012.6012.600.900.9031.5031.5030.6030.6017.9817.9813.2313.2313#13#桩桩0.800.8013.5013.5012.6012.600.900.9031.5031.5030.6030.6018.0318.0313.2313.2314#14#桩桩0.800.8013.5013.5012.4012.401.101.1031.703

5、1.7030.6030.6018.1718.1713.0313.0315#15#桩桩0.800.8013.5013.5012.4012.401.101.1031.7031.7030.6030.6018.1718.1713.0313.0316#16#桩桩17#17#桩桩0.900.9016.2016.2015.7015.700.600.6034.0034.0033.4033.4017.7517.7516.3316.3318#18#桩桩0.900.9016.5016.5015.6015.600.900.9034.3034.3033.4033.4017.8417.8416.2316.2319#19#

6、桩桩0.900.9016.2016.2015.7015.700.500.5033.9033.9033.4033.4017.7217.7216.3316.3320#20#桩桩0.900.9016.1016.1015.4015.400.700.7034.1034.1033.4033.4018.0018.0016.0316.0321#21#桩桩0.900.9016.1016.1015.7015.700.400.4033.8033.8033.4033.4017.7017.7016.3316.3322#22#桩桩0.850.8516.0016.0015.7015.700.300.3033.7033.70

7、33.4033.4017.6917.6916.3316.3323#23#桩桩0.900.9016.2016.2015.8015.800.400.4033.8033.8033.4033.4017.5717.5716.4316.4324#24#桩桩0.900.9015.7015.7015.4015.400.200.2033.6033.6033.4033.4017.9917.9916.0316.0325#25#桩桩0.900.9016.1016.1015.7015.700.400.4033.8033.8033.4033.4017.6717.6716.3316.3326#26#桩桩0.900.9016

8、.2016.2015.9015.900.300.3033.7033.7033.4033.4017.4817.4816.5316.5327#27#桩桩0.900.9016.2016.2015.9015.900.400.4033.8033.8033.4033.4017.5517.5516.5316.5328#28#桩桩0.900.9016.3016.3016.0016.000.300.3033.7033.7033.4033.4017.4417.4416.6316.6329#29#桩桩0.900.9016.1016.1015.7015.700.400.4033.8033.8033.4033.4017

9、.6717.6716.3316.3330#30#桩桩0.900.9016.1016.1015.7015.700.500.5033.9033.9033.4033.4017.7517.7516.3316.3331#31#桩桩0.900.9016.1016.1015.6015.600.500.5033.9033.9033.4033.4017.8117.8116.2316.2332#32#桩桩0.900.9016.0016.0015.4015.400.600.6034.0034.0033.4033.4018.0218.0216.0316.0333#33#桩桩0.900.9016.1016.1015.5

10、015.500.600.6034.0034.0033.4033.4017.8717.8716.1316.1334#34#桩桩0.900.9016.1016.1015.5015.500.600.6034.0034.0033.4033.4017.8617.8616.1316.1335#35#桩桩0.900.9016.2016.2015.5015.500.700.7034.1034.1033.4033.4017.9217.9216.1316.1336#36#桩桩0.900.9016.3016.3015.4015.400.900.9034.3034.3033.4033.4018.0018.0016.0

11、316.0337#37#桩桩0.900.9016.2016.2015.1015.101.101.1034.5034.5033.4033.4018.2618.2615.7315.7338#38#桩桩0.900.9016.8016.8015.6015.601.201.2034.6034.6033.4033.4017.8217.8216.2316.2339#39#桩桩0.900.9016.2016.2015.0015.001.201.2034.6034.6033.4033.4018.3618.3615.6315.6340#40#桩桩0.900.9016.6016.6015.3015.301.301.

12、3034.7034.7033.4033.4018.1118.1115.9315.9341#41#桩桩0.900.9016.2016.2014.9014.901.301.3034.7034.7033.4033.4018.5318.5315.5315.5342#42#桩桩0.900.9016.7016.7015.4015.401.301.3034.7034.7033.4033.4017.9817.9816.0316.0343#43#桩桩0.900.9016.1016.1014.7014.701.401.4034.8034.8033.4033.4018.7118.7115.3315.3344#44#

13、桩桩0.900.9016.7016.7015.1015.101.501.5034.9034.9033.4033.4018.2618.2615.7315.7345#45#桩桩0.900.9016.0016.0014.4014.401.601.6035.0035.0033.4033.4018.9818.9815.0315.0346#46#桩桩0.900.9016.7016.7015.2015.201.501.5034.9034.9033.4033.4018.2418.2415.8315.8347#47#桩桩0.900.9016.2016.2014.7014.701.501.5034.9034.90

14、33.4033.4018.7218.7215.3315.33小小计计706.20706.20669.90669.900.000.0036.4036.40670.50670.50施施工工单单位位签签字字：监监理理单单位位签签字字：建建设设单单位位签签字字：砼砼浇浇筑筑时时间间00标标高高自自然然地地面面高高差差桩桩顶顶标标高高砼砼立立方方量量实实际际用用量量砼砼深深33.8033.80-0.38-0.38-0.7-0.76.636.637.297.2913.7013.7033.8033.80-0.4-0.4-0.7-0.76.486.487.137.1313.4013.4033.8033.80-

15、0.45-0.45-0.7-0.76.586.587.247.2413.6013.6033.8033.80-0.44-0.44-0.7-0.76.486.487.137.1313.4013.4033.8033.80-0.43-0.43-0.7-0.76.486.487.137.1313.4013.4033.8033.80-0.47-0.47-0.7-0.76.386.387.027.0213.2013.2033.8033.80-0.47-0.47-0.7-0.76.436.437.077.0713.3013.3033.8033.80-0.69-0.69-0.7-0.76.386.387.027

16、.0213.2013.2033.8033.80-0.34-0.34-0.7-0.76.536.537.187.1813.5013.5033.8033.80-0.54-0.54-0.7-0.76.436.437.077.0713.3013.3033.8033.80-0.59-0.59-0.7-0.76.386.387.027.0213.2013.2033.8033.80-0.77-0.77-0.7-0.76.336.336.966.9613.1013.1033.8033.80-0.53-0.53-0.7-0.76.336.336.966.9613.1013.1033.8033.80-0.64-0.64-0.7-0.76.236.236.856.8512.9012.9033.8033.80-0.89-0.89-0.7-0.76.236.236.856.8512.9012.9033.8033.80-0.74-0.74-0.7-0.79.989.9810.9810.9816.2016.2033.8033.80-0.84-0.84-0.7-0.79.929.9210.9110.9116.1016