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1、漁光互補(bǔ)光伏發(fā)電項目基樁質(zhì)量檢測報告 工 程 名 稱 現(xiàn)場檢測人員 報告編制人員 校 對 批 準(zhǔn) 管 理 編 號 檢 測 日 期 檢 測 單 位: 報 告 日 期: 注 意 事 項1、報告無“檢測報告專用章”和“計量認(rèn)證章”無效。2、復(fù)制報告未重新加蓋“檢測報告專用章” 和“計量認(rèn)證章”無效。3、本檢測報告無騎縫章無效。4、報告涂改無效。5、對檢測報告若有異議,應(yīng)于收到報告之日起十五日內(nèi)向檢測單位提出,逾期不予受理。檢測單位: 地 址: 郵 編: 電 話: 傳 真: 目錄一、 工程檢測情況一覽表········&#

2、183;···················1二、 工程地質(zhì)概況····························

3、3;·····2三、 檢測目的······································3四、 檢測依據(jù)····

4、··································4五、 檢測方法··············

5、3;·······················5六、 檢測結(jié)果分析·························

6、·········6七、 檢測結(jié)論······································7八、 檢測附圖、檢

7、測附表····························8一、工程檢測情況一覽表工 程 名 稱工 程 地 點(diǎn)委 托 單 位建 設(shè) 單 位勘 察 單 位設(shè) 計 單 位施 工 單 位監(jiān) 理 單 位樁 型預(yù)應(yīng)力混凝土管樁設(shè)計單樁豎向抗壓承載力極限值(kN)/設(shè)計單樁豎向抗拔承載力極限值(kN)32設(shè)計單樁水平承載力極限

8、值(KN) 4地基基礎(chǔ)設(shè)計等級丙級 樁 長(m)9-10m樁 徑(m)0.30 砼設(shè)計強(qiáng)度等級C80設(shè)計持力層粉質(zhì)粘土 基樁總數(shù)(根)8檢測內(nèi)容方法低應(yīng)變法(根)單樁豎向抗拔靜載試驗(根)單樁水平靜載試驗(根)單樁豎向抗壓靜載試驗(根)數(shù)量888/檢測儀器/編號基樁動測儀/KS0801百分表(0-30mm)/TD-B1 TD-B2 TD-B3 TD-B4百分表(0-30mm)/TD-B1 TD-B2 TD-B3 TD-B4/檢測結(jié)論1、低應(yīng)變法 根據(jù)低應(yīng)變檢測數(shù)據(jù)判定: 所檢測的8根試樁中,類樁8根,類樁0根,其樁身完整性質(zhì)量滿足設(shè)計要求。2、單樁豎向抗拔靜載試驗 S2、S3、S4、S6、S8

9、樁的實測單樁豎向抗拔極限承載力均不小于32kN,該5根樁的單樁豎向抗拔極限承載力均滿足設(shè)計要求;S1、S5、S7樁的實測單樁豎向抗拔承載力在加載至29KN時上拔量超過100mm,已滿足終止加載條件,故S1、S5、S7該3根樁實測單樁豎向抗拔極限承載力為26KN,不符合設(shè)計要求。3、單樁水平靜載試驗S1、S2、S3、S4、S5、S6、S7、S8樁的實測單樁水平極限承載力均不小于4kN,該8根樁的單樁水平極限承載力均滿足設(shè)計要求。二、工程地質(zhì)概況依據(jù)工程地質(zhì)資料,地質(zhì)勘探基本情況見下表:序號土層名稱土層特征厚 度(m)地基承載力特征值fak (kPa)詳 見 地 勘 報 告三、檢測目的1、低應(yīng)變法

10、檢測目的:檢測樁身缺陷及其位置,判定樁身完整性類別。2、單樁豎向抗拔靜載試驗檢測目的:檢測單樁的豎向抗拔承載力,判定單樁豎向抗拔承載力是否滿足設(shè)計要求。3、單樁水平靜載試驗檢測目的:檢測單樁的水平承載力,判定單樁水平承載力是否滿足設(shè)計要求。四、檢測依據(jù)1、江西省建設(shè)工程安全質(zhì)量監(jiān)督管理局贛建質(zhì)監(jiān)字(2011)16號文2、建筑樁基技術(shù)規(guī)范(JGJ 94-2008)3、建筑基樁檢測技術(shù)規(guī)范(JGJ106-2014)4、建筑地基基礎(chǔ)設(shè)計規(guī)范(GB50007-2011)5、設(shè)計圖紙及相關(guān)說明文件五、檢測方法1、低應(yīng)變法(簡稱動測法)2、單樁豎向抗拔靜載試驗3、單樁水平靜載試驗六、檢測結(jié)果分析 1、低應(yīng)

11、變法檢測結(jié)果見表4-1。2、單樁豎向抗拔靜載試驗結(jié)果見表4-2。3、單樁水平靜載試驗結(jié)果見表4-3。表4-1 低應(yīng)變法檢測數(shù)據(jù)匯總表序號動測樁號軸線編號提供樁長(m)樁徑(mm)擴(kuò)底直徑(mm)波速(m/s)樁身完整性類別質(zhì)量評價1S1#/9.00300/4147類樁身完整2S2#/10.00300/4132類樁身完整3S3#/9.00300/4128類樁身完整4S4#/10.00300/4167類樁身完整5S5#/10.00300/4184類樁身完整6S6#/9.00300/4091類樁身完整7S7#/9.00300/4147類樁身完整8S8#/9.00300/4147類樁身完整低應(yīng)變檢測曲

12、線圖表4-2 單樁豎向抗拔靜載試驗結(jié)果表序號試驗樁號樁徑(mm)施工樁長(m)最大加載量(kN)對應(yīng)上拔量(mm)極限承載力實測值(kN)備注1S1300932128.9732當(dāng)樁頂上拔量超過100mm時可終止加載,S1、S5、S7樁在加載至29KN時已滿足終止加載條件,故該3根樁實測抗拔極限承載力為26KN,不滿足設(shè)計要求。2S2300103265.44323S330093261.15324S4300103256.27325S53001032123.05326S630093256.83327S7300932124.03328S830093262.0932表4-3 單樁水平靜載試驗結(jié)果表序號試

13、驗樁號樁徑(mm)施工樁長(m)最大加載量(kN)對應(yīng)位移(mm)極限承載力實測值(kN)備注1S13009421.3842S230010423.4143S33009424.2744S430010419.0345S530010418.2746S63009421.1347S73009419.2348S83009420.334七、檢測結(jié)論 1、低應(yīng)變法檢測 根據(jù)低應(yīng)變檢測數(shù)據(jù)判定: 所檢測的8根試樁中,類樁8根,類樁0根,其樁身完整性質(zhì)量滿足設(shè)計要求。 2、單樁豎向抗拔靜載試驗 S2、S3、S4、S6、S8樁的實測單樁豎向抗拔極限承載力均不小于32kN,該5根樁的單樁豎向抗拔極限承載力均滿足設(shè)計要

14、求;S1、S5、S7樁的實測單樁豎向抗拔承載力在加載至29KN時上拔量超過100mm,已滿足終止加載條件,故S1、S5、S7該3根樁實測單樁豎向抗拔極限承載力為26KN,不符合設(shè)計要求。 3、單樁水平靜載試驗 S1、S2、S3、S4、S5、S6、S7、S8樁的實測單樁水平極限承載力均不小于7kN,該4根樁的單樁水平極限承載力均滿足設(shè)計要求。 檢測有限公司 附表圖1: 單樁豎向抗拔靜載試驗匯總表工程名稱: 漁光互補(bǔ)光伏發(fā)電項目試樁試驗樁號:S1#樁測試日期:2017-03-15樁長:9m樁徑:300mm序 號荷 載(kN)歷 時 (min)沉 降 (mm)本 級累 計本 級累 計00000.00

15、0.00161201208.348.342101202405.6513.993131203604.9018.894161204805.6024.495191206006.3030.796221207209.7940.5872612084030.1370.7182912096029.52100.23932120108028.74128.97最大沉降量:128.97 mm最大回彈量:0.00 mm回彈率:0.0%工程名稱: 漁光互補(bǔ)光伏發(fā)電項目試樁試驗樁號:S1#樁測試日期:2017-03-15樁長:9m樁徑:300mm荷載(kN)061013161922262932本級沉降(mm)0.008.3

16、45.654.905.606.309.7930.1329.5228.74累計沉降(mm)0.008.3413.9918.8924.4930.7940.5870.71100.23128.97單樁豎向抗拔靜載試驗匯總表工程名稱: 漁光互補(bǔ)光伏發(fā)電項目試樁試驗樁號:S2#樁測試日期:2017-03-16樁長:10m樁徑:300mm序 號荷 載(kN)歷 時 (min)沉 降 (mm)本 級累 計本 級累 計00000.000.00161201204.694.692101202403.277.963131203603.2611.224161204804.0915.315191206004.4919.8

17、06221207205.9125.7172612084010.1435.8582912096010.4146.26932120108019.1865.441026601140-1.8363.611119601200-5.9257.691213601260-6.7450.95136601320-8.5742.381401801500-10.4131.97最大沉降量:65.44 mm最大回彈量:33.47 mm回彈率:51.1%工程名稱: 漁光互補(bǔ)光伏發(fā)電項目試樁試驗樁號:S2#樁測試日期:2017-03-16樁長:10m樁徑:300mm荷載(kN)061013161922262932本級沉降(m

18、m)0.004.693.273.264.094.495.9110.1410.4119.18累計沉降(mm)0.004.697.9611.2215.3119.8025.7135.8546.2665.44單樁豎向抗拔靜載試驗匯總表工程名稱: 漁光互補(bǔ)光伏發(fā)電項目試樁試驗樁號:S3#樁測試日期:2017-03-17樁長:9m樁徑:300mm序 號荷 載(kN)歷 時 (min)沉 降 (mm)本 級累 計本 級累 計00000.000.00161201203.793.792101202403.417.203131203602.8410.044161204804.1714.215191206005.3

19、119.526221207207.3926.917261208408.4635.3782912096011.0046.37932120108014.7861.151026601140-5.6955.461119601200-7.5847.881213601260-6.6341.25136601320-7.3933.861401801500-8.6625.20最大沉降量:61.15 mm最大回彈量:35.95 mm回彈率:58.8%工程名稱: 漁光互補(bǔ)光伏發(fā)電項目試樁試驗樁號:S3#樁測試日期:2017-03-17樁長:9m樁徑:300mm荷載(kN)061013161922262932本級沉降

20、(mm)0.003.793.412.844.175.317.398.4611.0014.78累計沉降(mm)0.003.797.2010.0414.2119.5226.9135.3746.3761.15單樁豎向抗拔靜載試驗匯總表工程名稱: 漁光互補(bǔ)光伏發(fā)電項目試樁試驗樁號:S4#樁測試日期:2016-12-18樁長:10m樁徑:300mm序 號荷 載(kN)歷 時 (min)沉 降 (mm)本 級累 計本 級累 計00000.000.00161201204.024.022101202403.687.703131203602.9710.674161204804.3715.045191206004

21、.2019.246221207205.4224.667261208409.5734.238291209609.4443.67932120108012.6056.271026601140-3.3352.941119601200-4.5448.401213601260-4.9043.50136601320-8.2235.281401801500-7.1828.10最大沉降量:56.27 mm最大回彈量:28.17 mm回彈率:50.1%工程名稱: 漁光互補(bǔ)光伏發(fā)電項目試樁試驗樁號:S4#樁測試日期:2016-12-18樁長:10m樁徑:300mm荷載(kN)061013161922262932本級

22、沉降(mm)0.004.023.682.974.374.205.429.579.4412.60累計沉降(mm)0.004.027.7010.6715.0419.2424.6634.2343.6756.27單樁豎向抗拔靜載試驗匯總表工程名稱: 漁光互補(bǔ)光伏發(fā)電項目試樁試驗樁號:S5#樁測試日期:2017-03-19樁長:10m樁徑:300mm序 號荷 載(kN)歷 時 (min)沉 降 (mm)本 級累 計本 級累 計00000.000.00161201207.387.382101202405.7713.153131203605.8018.954161204806.8225.7751912060

23、09.4835.256221207209.0944.3472612084026.7971.1382912096029.94101.07932120108021.98123.05最大沉降量:123.05 mm最大回彈量:0.00 mm回彈率:0.0%工程名稱: 漁光互補(bǔ)光伏發(fā)電項目試樁試驗樁號:S5#樁測試日期:2017-03-19樁長:10m樁徑:300mm荷載(kN)061013161922262932本級沉降(mm)0.007.385.775.806.829.489.0926.7929.9421.98累計沉降(mm)0.007.3813.1518.9525.7735.2544.3471.1

24、3101.07123.05單樁豎向抗拔靜載試驗匯總表工程名稱: 漁光互補(bǔ)光伏發(fā)電項目試樁試驗樁號:S6#樁測試日期:2017-03-20樁長:9m樁徑:300mm序 號荷 載(kN)歷 時 (min)沉 降 (mm)本 級累 計本 級累 計00000.000.00161201205.365.362101202403.979.333131203603.0312.364161204803.5615.925191206005.2521.176221207204.9526.127261208407.2333.358291209609.0242.37932120108014.4656.831026601

25、140-3.2653.571119601200-5.8347.741213601260-5.8441.90136601320-8.0833.821401801500-7.2326.59最大沉降量:56.83 mm最大回彈量:30.24 mm回彈率:53.2%工程名稱: 漁光互補(bǔ)光伏發(fā)電項目試樁試驗樁號:S6#樁測試日期:2017-03-20樁長:9m樁徑:300mm荷載(kN)061013161922262932本級沉降(mm)0.005.363.973.033.565.254.957.239.0214.46累計沉降(mm)0.005.369.3312.3615.9221.1726.1233.

26、3542.3756.83單樁豎向抗拔靜載試驗匯總表工程名稱: 漁光互補(bǔ)光伏發(fā)電項目試樁試驗樁號:S7#樁測試日期:2017-03-21樁長:9m樁徑:300mm序 號荷 載(kN)歷 時 (min)沉 降 (mm)本 級累 計本 級累 計00000.000.00161201208.028.022101202405.1313.153131203607.3720.524161204806.7427.265191206008.6635.926221207209.6245.5472612084018.1763.7182912096036.93100.64932120108023.39124.03最大沉

27、降量:124.03 mm最大回彈量:0.00 mm回彈率:0.0%工程名稱: 漁光互補(bǔ)光伏發(fā)電項目試樁試驗樁號:S7#樁測試日期:2017-03-21樁長:9m樁徑:300mm荷載(kN)061013161922262932本級沉降(mm)0.008.025.137.376.748.669.6218.1736.9323.39累計沉降(mm)0.008.0213.1520.5227.2635.9245.5463.71100.64124.03單樁豎向抗拔靜載試驗匯總表工程名稱: 漁光互補(bǔ)光伏發(fā)電項目試樁試驗樁號:S8#樁測試日期:2017-03-22樁長:9m樁徑:300mm序 號荷 載(kN)歷

28、 時 (min)沉 降 (mm)本 級累 計本 級累 計00000.000.00161201204.744.742101202403.988.723131203604.9213.644161204804.1717.815191206003.9821.796221207205.5027.297261208408.6535.9482912096010.9946.93932120108015.1662.091026601140-5.3056.791119601200-5.6951.101213601260-6.8244.28136601320-9.8534.431401801500-9.4225.0

29、1最大沉降量:62.09 mm最大回彈量:37.08 mm回彈率:59.7%工程名稱: 漁光互補(bǔ)光伏發(fā)電項目試樁試驗樁號:S8#樁測試日期:2017-03-22樁長:9m樁徑:300mm荷載(kN)061013161922262932本級沉降(mm)0.004.743.984.924.173.985.508.6510.9915.16累計沉降(mm)0.004.748.7213.6417.8121.7927.2935.9446.9362.09附表圖2: 單樁水平靜載試驗記錄表工程名稱: 漁光互補(bǔ)光伏發(fā)電項目試樁 試驗樁號:S1#樁測試日期:2017-03-15 上下表距:50 cm荷載(kN)觀

30、測時間(時:分)循環(huán)數(shù)加 載卸 載水平位移(mm)加載上下表讀數(shù)差轉(zhuǎn)角(°)備注上表下表上表下表加載卸載110:0410.002.230.000.532.230.53-2.23-0.3110:1020.002.240.000.531.710.00-2.24-0.3110:1630.002.240.000.541.710.01-2.24-0.3110:2240.002.270.000.541.730.00-2.27-0.3110:2850.002.270.000.541.730.00-2.27-0.3110:3410.004.380.000.553.840.01-4.38-0.5110

31、:4020.004.380.000.553.830.00-4.38-0.5110:4630.004.390.000.563.840.01-4.39-0.5110:5240.004.390.000.573.830.01-4.39-0.5110:5850.004.400.000.573.830.00-4.40-0.5111:0410.006.820.000.686.250.11-6.82-0.8111:1020.006.820.000.686.140.00-6.82-0.8111:1630.006.820.000.696.140.01-6.82-0.8111:2240.006.840.000.69

32、6.150.00-6.84-0.8111:2850.006.850.000.696.160.00-6.85-0.8211:3410.008.350.000.887.660.19-8.35-1.0211:4020.008.350.000.887.470.00-8.35-1.0211:4630.008.350.000.897.470.01-8.35-1.0211:5240.008.360.000.897.470.00-8.36-1.0211:5850.008.360.000.907.470.01-8.36-1.0212:0410.009.400.001.128.500.22-9.40-1.1212

33、:1020.009.400.001.128.280.00-9.40-1.1212:1630.009.410.001.138.290.01-9.41-1.1212:2240.009.410.001.138.280.00-9.41-1.1212:2850.009.420.001.138.290.00-9.42-1.1212:3410.0010.320.001.359.190.22-10.32-1.2212:4020.0010.320.001.358.970.00-10.32-1.2212:4630.0010.320.001.368.970.01-10.32-1.2212:5240.0010.330

34、.001.368.970.00-10.33-1.2212:5850.0010.350.001.368.990.00-10.35-1.2313:0410.0013.360.001.5912.000.23-13.36-1.5313:1020.0013.360.001.5911.770.00-13.36-1.5313:1630.0013.370.001.5911.780.00-13.37-1.5313:2240.0013.380.001.6011.790.01-13.38-1.5313:2850.0013.400.001.6011.800.00-13.40-1.5313:3410.0015.960.

35、001.8014.360.20-15.96-1.8313:4020.0015.970.001.8014.170.00-15.97-1.8313:4630.0015.970.001.8014.170.00-15.97-1.8313:5240.0015.980.001.8214.180.02-15.98-1.8313:5850.0015.980.001.8214.160.00-15.98-1.8314:0410.0018.630.002.1016.810.28-18.63-2.1314:1020.0018.630.002.1016.530.00-18.63-2.1314:1630.0018.630

36、.002.1216.530.02-18.63-2.1314:2240.0018.630.002.1216.510.00-18.63-2.1314:2850.0018.630.002.1216.510.00-18.63-2.1414:3410.0021.360.002.2619.240.14-21.36-2.4414:4020.0021.360.002.2619.100.00-21.36-2.4414:4630.0021.370.002.2619.110.00-21.37-2.4414:5240.0021.380.002.2619.120.00-21.38-2.4414:5850.0021.38

37、0.002.2619.120.00-21.38-2.4單樁水平靜載試驗記錄表工程名稱: 漁光互補(bǔ)光伏發(fā)電項目試樁 試驗樁號:S2#樁測試日期:2017-03-16 上下表距:50 cm荷載(kN)觀測時間(時:分)循環(huán)數(shù)加 載卸 載水平位移(mm)加載上下表讀數(shù)差轉(zhuǎn)角(°)備注上表下表上表下表加載卸載114:0410.001.150.000.151.150.15-1.15-0.1114:1020.001.150.000.151.000.00-1.15-0.1114:1630.001.150.000.161.000.01-1.15-0.1114:2240.001.170.000.171

38、.010.01-1.17-0.1114:2850.001.170.000.171.000.00-1.17-0.1114:3410.002.030.000.251.860.08-2.03-0.2114:4020.002.030.000.251.780.00-2.03-0.2114:4630.002.050.000.261.800.01-2.05-0.2114:5240.002.060.000.261.800.00-2.06-0.2114:5850.002.070.000.271.810.01-2.07-0.2115:0410.004.110.000.563.840.29-4.11-0.5115:

39、1020.004.110.000.573.550.01-4.11-0.5115:1630.004.110.000.593.540.02-4.11-0.5115:2240.004.120.000.593.530.00-4.12-0.5115:2850.004.120.000.593.530.00-4.12-0.5215:3410.006.360.000.885.770.29-6.36-0.7215:4020.006.370.000.885.490.00-6.37-0.7215:4630.006.370.000.895.490.01-6.37-0.7215:5240.006.380.000.905

40、.490.01-6.38-0.7215:5850.006.380.000.915.480.01-6.38-0.7216:0410.008.220.001.027.310.11-8.22-0.9216:1020.008.220.001.027.200.00-8.22-0.9216:1630.008.220.001.027.200.00-8.22-0.9216:2240.008.250.001.037.230.01-8.25-0.9216:2850.008.260.001.047.230.01-8.26-0.9216:3410.0011.120.001.2310.080.19-11.12-1.32

41、16:4020.0011.120.001.239.890.00-11.12-1.3216:4630.0011.130.001.249.900.01-11.13-1.3216:5240.0011.140.001.259.900.01-11.14-1.3216:5850.0011.140.001.259.890.00-11.14-1.3317:0410.0014.550.001.5613.300.31-14.55-1.7317:1020.0014.550.001.5612.990.00-14.55-1.7317:1630.0014.550.001.5712.990.01-14.55-1.7317:

42、2240.0014.560.001.5812.990.01-14.56-1.7317:2850.0014.560.001.5812.980.00-14.56-1.7317:3410.0017.250.001.7715.670.19-17.25-2.0317:4020.0017.250.001.7715.480.00-17.25-2.0317:4630.0017.280.001.7815.510.01-17.28-2.0317:5240.0017.290.001.7915.510.01-17.29-2.0317:5850.0017.290.001.7915.500.00-17.29-2.0318

43、:0410.0019.950.002.0118.160.22-19.95-2.3318:1020.0019.950.002.0117.940.00-19.95-2.3318:1630.0019.950.002.0217.940.01-19.95-2.3318:2240.0019.960.002.0217.940.00-19.96-2.3318:2850.0019.980.002.0317.960.01-19.98-2.3418:3410.0023.360.002.0321.330.00-23.36-2.7418:4020.0023.360.002.0421.330.01-23.36-2.7418:4630.0023.380.002.0421.340.00-23.38-2.7418:5240.0023.400.002.0521.360.01-23.40-2.7418:5850.0023.410.002.0521.360.00-

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