数据记录表格式

1、工程名称：泰州青年之家 6#-2楼测试日期:2011-8-30桩号：1#桩长：24m单桩竖向抗压静载试验数据记录表序号荷载(kN)读数 时间沉降(mm)平均沉降(mm)备注表1表2表3表4本次累计本级1400-:-240007:521.89-1.24-1.571.571.57337807:571.53-0.87-0.371.201.20437808:071.78-1.12-0.251.451.45537608:221.85-1.19-0.071.521.52637608:371.90-1.24-0.051.571.57737608:521.90-1.24-0.001.571.57837609:

2、221.90-1.24-0.001.571.57937609:521.91-1.24-0.011.581.5810600-:-1160009:522.84-0.00-0.161.42-0.161260609:572.58-2.56-1.152.570.991360610:072.71-2.69-0.132.701.121460610:222.82-2.80-0.112.811.231560610:372.84-2.82-0.022.831.251660610:522.96-2.94-0.122.951.371760611:222.96-2.94-0.002.951.371860611:522.

3、96-2.94-0.002.951.3719800-:-2080011:524.49-2.66-0.633.580.632180611:574.45-4.33-0.814.391.442281912:074.74-4.39-0.184.571.622381912:224.80-4.45-0.064.631.682481812:374.87-4.52-0.074.701.752581612:524.99-4.64-0.124.821.872681613:225.12-4.77-0.134.952.002781413:525.12-4.77-0.004.952.00281000-:-2910001

4、3:526.19-4.04-0.175.120.1730102313:576.41-6.88-1.536.651.7031101414:076.62-6.92-0.126.771.8232101414:226.67-6.97-0.056.821.8733101414:376.72-7.02-0.056.871.9234101414:526.79-7.09-0.076.941.9935101415:226.86-7.16-0.077.012.0636101415:526.86-7.16-0.007.012.06桩径：400mm371200-:-38120015:528.73-7.47-1.098

5、.101.0939122915:579.64-9.08-1.269.362.3540122916:079.82-9.26-0.189.542.5341122916:229.90-9.34-0.089.622.6142122916:3710.02-9.46-0.129.742.7343122916:5210.02-9.46-0.009.742.7344122917:2210.08-9.52-0.069.802.7945123717:5210.09-9.52-0.019.812.80461400-:-47140017:5212.88-11.03-2.1511.962.1548140017:5713

6、.44-13.95-1.7413.703.8949141718:0714.04-14.27-0.4614.164.3550141718:2214.22-14.45-0.1814.344.5351141718:3714.31-14.54-0.0914.434.6252141718:5214.36-14.59-0.0514.484.6753141119:2214.40-14.63-0.0414.524.7154141119:5214.40-14.63-0.0014.524.71551600-:-56160019:5215.97-14.63-0.7815.300.7857159019:5717.57

7、-18.63-2.8018.103.5858162320:0730.29-35.96-15.0333.1318.6159163420:2240.19-40.35-7.1440.2725.7560153320:3740.52-40.35-0.1740.4425.9261152920:5240.52-40.35-0.0040.4425.92单桩竖向抗压静载试验数据记录表桩号:2#桩长:24m工程名称：泰州青年之家 6#-2楼测试日期：2011-8-24桩径：400mm序号荷载(kN)读数 时间沉降(mm)平均沉降(mm)备注表1表2表3表4本次累计本级1400-:-240003:521.55-0.

8、90-1.231.231.23337803:571.19-0.53-0.370.860.86437804:071.44-0.78-0.251.111.11537604:221.51-0.85-0.071.181.18637604:371.56-0.90-0.051.231.23737604:521.56-0.90-0.001.231.23837605:221.56-0.90-0.001.231.23937605:521.57-0.90-0.011.241.2410600-:-1160005:522.05-0.07-0.181.06-0.181260605:571.79-1.77-0.721.7

9、80.541360606:071.92-1.90-0.131.910.671460606:222.03-2.01-0.112.020.781560606:372.05-2.03-0.022.040.801660606:522.17-2.15-0.122.160.921760607:222.17-2.15-0.002.160.921860607:522.17-2.15-0.002.160.9219800-:-2080007:543.41-1.58-0.342.500.342180607:593.37-3.25-0.813.311.152281908:093.66-3.31-0.183.491.3

10、32381908:243.72-3.37-0.063.551.392481808:393.79-3.44-0.073.621.462581608:543.91-3.56-0.123.741.582681609:244.04-3.69-0.133.871.712781409:544.04-3.69-0.003.871.71281000-:-29100009:545.55-3.40-0.614.480.6130102309:595.77-6.24-1.536.012.1431101410:095.98-6.28-0.126.132.2632101410:246.03-6.33-0.056.182.

11、3133101410:396.08-6.38-0.056.232.3634101410:546.15-6.45-0.076.302.4335101411:246.22-6.52-0.076.372.5036101411:546.22-6.52-0.006.372.50371200-:-38120011:549.23-7.97-2.238.602.2339122911:5910.14-9.58-1.269.863.4940122912:0910.32-9.76-0.1810.043.6741122912:2410.40-9.84-0.0810.123.7542122912:3910.52-9.9

12、6-0.1210.243.8743122912:5410.52-9.96-0.0010.243.8744122913:2410.58-10.02-0.0610.303.9345123713:5410.59-10.02-0.0110.313.94461400-:-47140013:5440.58-38.73-29.3539.6629.3548140013:5941.14-41.65-1.7441.4031.0949141714:0941.74-41.97-0.4641.8631.5550141714:2441.92-42.15-0.1842.0431.7351141714:3942.01-42.

13、24-0.0942.1331.8252141714:5442.06-42.29-0.0542.1831.8753141115:2442.10-42.33-0.0442.2231.91单桩竖向抗压静载试验数据记录表桩号:3#工程名称：泰州青年之家 6#-2楼序号荷载(kN)读数 时间沉降(mm)平均沉降(mm)备注表1表2表3表4本次累计本级1400-:-240008:440.580.77-0.680.680.68341708:490.550.79-0.010.670.67441708:590.520.77-0.020.650.65541709:140.750.75-0.100.750.7564

14、1709:290.690.93-0.060.810.81741709:440.680.93-0.000.810.81841710:140.690.93-0.000.810.81941710:440.690.93-0.000.810.8110600-:-1160010:441.131.51-0.511.320.511262810:491.031.45-0.081.240.431362810:591.101.52-0.071.310.501462611:141.261.68-0.161.470.661562611:291.311.73-0.051.520.711662611:441.311.73-

15、0.001.520.711762612:141.311.73-0.001.520.711862612:441.311.73-0.001.520.7119800-:-2080012:441.261.91-0.071.590.072192012:492.162.16-0.572.160.642292012:592.162.16-0.002.160.642391913:142.162.16-0.002.160.642491913:292.242.24-0.082.240.722591913:442.302.30-0.062.300.782691714:142.302.30-0.002.300.782

16、791514:442.302.30-0.002.300.78281000-:-29100014:442.893.18-0.743.040.743099014:493.193.19-0.153.190.893198814:593.343.34-0.153.341.043298815:143.443.44-0.103.441.143398815:293.433.43-0.013.431.133498815:443.493.49-0.063.491.193598816:143.553.55-0.063.551.253698716:443.553.55-0.003.551.25371200-:-381

17、20016:443.564.89-0.684.230.6839116116:494.854.86-0.634.861.3140115916:594.954.89-0.064.921.37测试日期:2011-8-28桩径：400mm桩长：24m41115917:145.044.98-0.095.011.4642115917:295.095.03-0.055.061.5143115917:445.175.11-0.085.141.5944115918:145.275.21-0.105.241.6945115818:445.285.22-0.015.251.70461400-:-47140018:4

18、43.735.53-0.624.63-0.6248138218:497.027.47-2.627.252.0049144618:597.157.58-0.127.372.1250147419:147.407.91-0.297.662.4151147219:297.528.05-0.137.792.5452147219:447.528.05-0.007.792.5453147220:147.668.18-0.137.922.6754147220:447.668.19-0.017.932.68551600-:-56160020:449.489.95-1.799.721.7957162320:4910.9810.86-1.2010.922.9958156020:5911.5311.67-0.6811.603.6759156421:1412.2411.25-0.1511.753.8260159721:2912.0911.90-0.2512.004.0761159721:4412.3512.16-0.2612.264.3362159722:1412.5112.32-0.1612.424.4963