靜壓樁旁站記錄

1、精選優(yōu)質(zhì)文檔-傾情為你奉上旁站記錄表 工程名稱：南京城南生活垃圾轉(zhuǎn)運站 編號：A601中轉(zhuǎn)車間靜壓樁:預(yù)應(yīng)力管樁,設(shè)計樁型:PHC-500(100) AB -C80;設(shè)計樁長23米;樁數(shù)176根;管樁4050米;極限承載力特征值1450KN;最終壓樁力2900KN;樁端持力層為 層,預(yù)應(yīng)力管樁生產(chǎn)廠家:江蘇建華管樁有限公司; 靜壓樁機類型DTZ818型;接樁形式:CO2氣體保護焊; 水準(zhǔn)儀1臺;挖機1臺;回彈儀1臺;樁號樁長（M）油壓值（T）樁徑（mm）送樁深度（M）設(shè)計樁頂標(biāo)高（M）實際樁頂標(biāo)高（M）備 注17623360.850001.950.55未到設(shè)計標(biāo)高14023360.850001

2、.950.55未到設(shè)計標(biāo)高9023295.25002.451.952.458923295.25001.951.951.958823295.25001.951.951.958723311.65001.951.951.958523311.65001.951.951.958623328.05001.951.951.959123328.05001.951.951.959223328.05001.951.951.9513923360.85001.351.951.35未到設(shè)計標(biāo)高本頁匯總11棵施工情況：現(xiàn)場施工人員17人; 靜壓機1臺; 發(fā)電機組1臺;施工工藝為:測定樁位壓裝機就位調(diào)平驗樁吊樁樁就位、對中

3、調(diào)直壓樁(接樁) 送樁記錄撥送樁桿.壓樁時,各工序連續(xù)進行,嚴(yán)禁中途停壓.旁站監(jiān)理情況：1、樁定位控制；2、壓樁過程檢驗；3、焊接樁檢驗；4、壓樁過程中檢查壓力、樁垂直度、接樁間歇時間、樁的連接質(zhì)量及壓入深度。發(fā)現(xiàn)問題及處理情況：176、140、139未到設(shè)計標(biāo)高,但最終壓力值達(dá)到360.8T;超過最終壓樁力2900KN的設(shè)計值;旁站監(jiān)理人員（簽字）： 2014年6月19日 江蘇省住房和城鄉(xiāng)建設(shè)廳監(jiān)制旁站記錄表 工程名稱：南京城南生活垃圾轉(zhuǎn)運站 編號：A602中轉(zhuǎn)車間靜壓樁:預(yù)應(yīng)力管樁,設(shè)計樁型:PHC-500-AB-(100)-C80;設(shè)計樁長23米;樁數(shù)176根;極限承載力特征值1450K

4、N;最終壓樁力2900KN;樁端持力層為 層,預(yù)應(yīng)力管樁生產(chǎn)廠家:江蘇建華管樁有限公司; 靜壓樁機類型DTZ818型;接樁形式:CO2氣體保護焊; 水準(zhǔn)儀1臺;挖機1臺;回彈儀1臺;樁號樁長（M）油壓值（T）樁徑（mm）送樁深度（M）設(shè)計樁頂標(biāo)高（M）實際樁頂標(biāo)高（M）備注17523360.85000.151.950.15未到設(shè)計標(biāo)高17423360.85000.451.950.45未到設(shè)計標(biāo)高17323295.25001.951.951.9514923295.25001.951.951.9514823295.25001.951.951.9514723360.85001.251.951.25未

5、到設(shè)計標(biāo)高14623360.85001.251.951.25未到設(shè)計標(biāo)高14423328.05001.951.951.9514523328.05001.951.951.9514323360.85001.451.951.45未到設(shè)計標(biāo)高14223360.85000.151.950.15未到設(shè)計標(biāo)高14123360.85001.301.951.30未到設(shè)計標(biāo)高13723328.05001.951.951.9513823328.05001.951.951.9513623328.05001.951.951.9513523328.05001.951.951.959623360.85000.951.950

6、.95未到設(shè)計標(biāo)高9523360.85001.051.951.05未到設(shè)計標(biāo)高9423360.85000.951.950.95未到設(shè)計標(biāo)高9323360.85000.751.950.75未到設(shè)計標(biāo)高8423328.05001.951.951.958323360.85000.751.950.75未到設(shè)計標(biāo)高8223360.85000.851.950.85未到設(shè)計標(biāo)高8123360.85000.751.950.75未到設(shè)計標(biāo)高3823328.05001.951.951.953723295.25001.951.951.953623295.25001.951.953523295.25001.951.9

7、53323295.25001.951.953423295.25001.951.953223295.25001.951.953123360.85001.95未到設(shè)計標(biāo)高3023295.25001.951.95本頁匯總33棵 續(xù)表A602 -1 樁號樁長（M）油壓值（T）樁徑（mm）送樁深度（M）設(shè)計樁頂標(biāo)高（M）實際樁頂標(biāo)高（M）備 注2923328.05001.951.952823311.65001.951.95123295.25001.951.95223328.05001.951.95本頁匯總4棵施工情況：現(xiàn)場施工人員17人; 靜壓機1臺; 發(fā)電機組1臺;施工工藝為:測定樁位壓裝機就位調(diào)平驗

8、樁吊樁樁就位、對中調(diào)直壓樁(接樁) 送樁記錄撥送樁桿.壓樁時,各工序連續(xù)進行,嚴(yán)禁中途停壓.旁站監(jiān)理情況：1、樁定位控制；2、壓樁過程檢驗；3、焊接樁檢驗；4、壓樁過程中檢查壓力、樁垂直度、接樁間歇時間、樁的連接質(zhì)量及壓入深度。發(fā)現(xiàn)問題及處理情況：本日壓樁175、174、147、146、141、142、143、93、94、95、96、81、82、83、31共15棵樁未到設(shè)計標(biāo)高,但最終壓力值達(dá)到360.8T;超過最終壓樁力2900KN的設(shè)計值;旁站監(jiān)理人員（簽字）： 2014年6月20日 江蘇省住房和城鄉(xiāng)建設(shè)廳監(jiān)制旁站記錄表 工程名稱：南京城南生活垃圾轉(zhuǎn)運站 編號：A603中轉(zhuǎn)車間靜壓樁:預(yù)應(yīng)

9、力管樁,設(shè)計樁型:PHC-500-AB-(100)-C80;設(shè)計樁長23米;樁數(shù)176根;極限承載力特征值1450KN;最終壓樁力2900KN;樁端持力層為 層,預(yù)應(yīng)力管樁生產(chǎn)廠家:江蘇建華管樁有限公司; 靜壓樁機類型DTZ818型;接樁形式:CO2氣體保護焊; 水準(zhǔn)儀1臺;挖機1臺;回彈儀1臺;樁號樁長（M）油壓值（T）樁徑（mm）送樁深度（M）設(shè)計樁頂標(biāo)高（M）實際樁頂標(biāo)高（M）備 注2623360.85001.651.951.650.32723360.85001.551.95 1.550.42523360.85001.551.95 1.550.42423360.85001.551.95

10、1.550.4323295.25001.951.951.952223328.05001.951.951.952323328.05001.951.951.954223295.25001.951.951.954323311.65001.951.951.954123328.05001.95 試樁靜載試驗173923311.65001.951.951.95 4023328.05001.951.951.957923295.25001.951.951.958023360.85001.551.95 1.550.47723328.05001.951.951.957823328.05001.951.951.95

11、9923360.85000.951.95 0.951.010023360.85001.151.95 1.150.89723328.05001.951.95 1.959823360.85001.751.951.750.213323360.85001.651.951.650.313423328.05001.951.95 1.9513223295.25001.951.95 1.9513023360.85001.451.95 1.450.513123328.05001.951.95 1.9515123295.25001.951.95 1.9515223328.05001.951.95 1.951502

12、3295.25001.951.95 1.9517223360.85001.201.95 1.200.7517123360.85001.551.95 1.550.417023295.25001.951.95 1.9516923295.25001.951.95 1.9515523360.85001.351.95 1.350.6本頁匯總33棵 續(xù)表A603 -1樁號樁長（M）油壓值（T）樁徑（mm）送樁深度（M）設(shè)計樁頂標(biāo)高（M）實際樁頂標(biāo)高（M）備 注15423295.25001.951.95 1.9515323295.25001.951.95 1.9512923360.85001.251.95

13、1.250.712823295.25001.951.95 1.9512723360.85001.751.95 1.750.212623360.85001.751.95 1.750.210423295.25001.951.95 1.9510323360.85001.451.95 1.450.510223295.25001.951.95 1.9510123360.85001.151.95 1.150.757623360.85001.95本頁匯總11棵施工情況：現(xiàn)場施工人員17人; 靜壓機1臺; 發(fā)電機組1臺;施工工藝為:測定樁位壓裝機就位調(diào)平驗樁吊樁樁就位、對中調(diào)直壓樁(接樁) 送樁記錄撥送樁桿.

14、壓樁時,各工序連續(xù)進行,嚴(yán)禁中途停壓.旁站監(jiān)理情況：1、樁定位控制；2、壓樁過程檢驗；3、焊接樁檢驗；4、壓樁過程中檢查壓力、樁垂直度、接樁間歇時間、樁的連接質(zhì)量及壓入深度。發(fā)現(xiàn)問題及處理情況：26、27、25、24、41、80、99、100、98、133、130、172、171、155、129、127、126、103、101樁;未到設(shè)計標(biāo)高,但最終壓力值達(dá)到360.8T;超過最終壓樁力2900KN的設(shè)計值;旁站監(jiān)理人員（簽字）： 2014年6月21日 江蘇省住房和城鄉(xiāng)建設(shè)廳監(jiān)制旁站記錄表 工程名稱：南京城南生活垃圾轉(zhuǎn)運站 編號：A604中轉(zhuǎn)車間靜壓樁:預(yù)應(yīng)力管樁,設(shè)計樁型:PHC-500-A

15、B-(100)-C80;設(shè)計樁長23米;樁數(shù)176根;極限承載力特征值1450KN;最終壓樁力2900KN;樁端持力層為 層,預(yù)應(yīng)力管樁生產(chǎn)廠家:江蘇建華管樁有限公司; 靜壓樁機類型DTZ818型;接樁形式:CO2氣體保護焊; 水準(zhǔn)儀1臺;挖機1臺;回彈儀1臺;樁號樁長（M）油壓值（T）樁徑（mm）送樁深度（M）設(shè)計樁頂標(biāo)高（M）實際樁頂標(biāo)高（M）備 注7623360.85001.201.951.200.757523360.85001.501.951.500.457423295.25001.751.951.750.27323360.85001.251.951.250.74723295.2500

16、1.951.951.954623295.25001.951.951.954523328.05001.951.951.954423295.25001.951.951.952123295.25001.951.951.952023295.25001.951.951.95 1923328.05001.951.951.95 423295.25001.951.951.95523295.25001.951.951.95623295.25001.551.951.95 1623 311.65001.951.951.951723295.25001.951.951.951823 328.05000.951.951.

17、95 4823295.25001.151.951.954923360.85001.451.951.450.95023311.65001.951.951.955123360.85001.251.951.250.76923 311.65001.951.951.957023 328.05001.951.951.957123295.25001.951.951.957223295.25001.951.951.9510523360.85001.251.951.250.710623360.85001.851.951.851.010723 311.65000.951.950.95試樁1.010823 311.

18、65001.951.951.95 12223360.85001.551.951.550.412323 328.05001.951.951.9512423295.25001.951.951.95本頁匯總32棵 續(xù)表A604-1樁號樁長（M）油壓值（T）樁徑（mm）送樁深度（M）設(shè)計樁頂標(biāo)高（M）實際樁頂標(biāo)高（M）備 注12523295.25001.351.951.95 15623360.85001.851.95 1.850.115723360.85001.351.95 1.350.616723360.85001.151.95 1.150.816823360.85000.951.95 0.750.

19、815823360.85001.651.95 1.651.215923360.85001.151.95 1.150.8016523360.85001.101.95 1.100.8516623360.85001.151.95 1.150.7516123360.85001.101.95 1.100.7516023360.85001.051.95 1.050.6511923360.85001.101.951.100.8511823360.85001.201.951.200.7512123360.85001.201.951.200.7512023360.85001.301.951.300.651102

20、3360.85001.501.951.500.4510923360.85001.551.951.550.411223360.85001.651.951.650.311123295.25001.951.95 1.956523295.25001.951.95 1.956423295.25001.951.95 1.956623328.05001.951.95 1.956823295.25001.951.95 1.95本頁匯總23棵施工情況：現(xiàn)場施工人員17人; 靜壓機1臺; 發(fā)電機組1臺;施工工藝為:測定樁位壓裝機就位調(diào)平驗樁吊樁樁就位、對中調(diào)直壓樁(接樁) 送樁記錄撥送樁桿.壓樁時,各工序連續(xù)進行

21、,嚴(yán)禁中途停壓.旁站監(jiān)理情況：1、樁定位控制；2、壓樁過程檢驗；3、焊接樁檢驗；4、壓樁過程中檢查壓力、樁垂直度、接樁間歇時間、樁的連接質(zhì)量及壓入深度。發(fā)現(xiàn)問題及處理情況：76、75、74、73、49、51、105、106、107、122、156、157、167、168、158、159、165、166、161、160、119、118、121、120、110、109、112樁;未到設(shè)計標(biāo)高,但最終壓力值達(dá)到360.8T;超過最終壓樁力2900KN的設(shè)計值;旁站監(jiān)理人員（簽字）： 2014年6月22日 江蘇省住房和城鄉(xiāng)建設(shè)廳監(jiān)制旁站記錄表 工程名稱：南京城南生活垃圾轉(zhuǎn)運站 編號：A605中轉(zhuǎn)車間靜

22、壓樁:預(yù)應(yīng)力管樁,設(shè)計樁型:PHC-500-AB-(100)-C80;設(shè)計樁長23米;樁數(shù)176根;極限承載力特征值1450KN;最終壓樁力2900KN;樁端持力層為 層,預(yù)應(yīng)力管樁生產(chǎn)廠家:江蘇建華管樁有限公司; 靜壓樁機類型DTZ818型;接樁形式:CO2氣體保護焊; 水準(zhǔn)儀1臺;挖機1臺;回彈儀1臺;樁號樁長（M）油壓值（T）樁徑（mm）送樁深度（M）設(shè)計樁頂標(biāo)高（M）實際樁頂標(biāo)高（M）備 注6723295.25001.951.951.955323328.05001.951.951.955223295.25001.551.951.955423295.25001.951.951.95562

23、3295.25001.951.951.955523295.25001.951.951.951423328.05001.551.951.951323295.25001.951.951.951523295.25001.951.951.95723295.25001.951.951.95823295.25001.951.951.955723360.85001.251.951.25 0.7923295.25001.951.951.951023360.85001.651.951.65 0.31123360.85001.151.951.15 0.81223295.25001.951.951.95582336

24、0.8500 01.950.15 2.15923360.8500 01.95 1.45 0.56023360.8500 01.950.05 2.06123360.85001.851.951.85 0.16223360.85001.151.951.15 0.86323295.25001.951.951.9511323360.85001.251.951.25 0.711423360.85000.951.950.95 1.011523360.85000.151.950.15 1.811623328.05001.951.951.9511723328.0500 1.951.951.95 本頁匯總27棵

25、續(xù)表A605-1樁號樁長（M）油壓值（T）樁徑（mm）送樁深度（M）設(shè)計樁頂標(biāo)高（M）實際樁頂標(biāo)高（M）備 注16223360.85001.151.951.150.816323360.85001.151.951.150.816423360.85000.751.950.751.2本頁匯總3棵 施工情況：現(xiàn)場施工人員17人; 靜壓機1臺; 發(fā)電機組1臺;施工工藝為:測定樁位壓裝機就位調(diào)平驗樁吊樁樁就位、對中調(diào)直壓樁(接樁) 送樁記錄撥送樁桿.壓樁時,各工序連續(xù)進行,嚴(yán)禁中途停壓.旁站監(jiān)理情況：1、樁定位控制；2、壓樁過程檢驗；3、焊接樁檢驗；4、壓樁過程中檢查壓力、樁垂直度、接樁間歇時間、樁的連接

26、質(zhì)量及壓入深度。發(fā)現(xiàn)問題及處理情況：57、10、11、58、59、60、61、62、113、114、115、162、163、164樁;未到設(shè)計標(biāo)高,但最終壓力值達(dá)到360.8T;超過最終壓樁力2900KN的設(shè)計值;旁站監(jiān)理人員（簽字）： 2014年6月23日 江蘇省住房和城鄉(xiāng)建設(shè)廳監(jiān)制旁站記錄表 工程名稱：南京城南生活垃圾轉(zhuǎn)運站 編號：A606坡道靜壓樁:預(yù)應(yīng)力管樁,設(shè)計樁型:PHC-400(95)AB-C80;設(shè)計樁長20米;樁數(shù)59根;管樁1229米; 預(yù)應(yīng)力管樁生產(chǎn)廠家:江蘇建華管樁有限公司; 靜壓樁機類型DTZ818型;接樁形式:CO2氣體保護焊; 全站儀1臺;電焊機1臺;水準(zhǔn)儀1臺;

27、挖機1臺;回彈儀1臺;樁號樁長（M）油壓值（T）樁徑（mm）送樁深度（M）設(shè)計樁頂標(biāo)高（M）實際樁頂標(biāo)高（M）備 注55202054001513.5513.5556202054001513.5513.5557202054001513.5513.5552202054001513.5513.555420213.24001513.5513.5553202054001513.5513.5544202054001513.5513.5543202054001513.5513.5545202054001513.5513.5540202054001513.5513.554220213.24001513.551

28、3.554120213.24001513.5513.5533202054001513.5513.5531202054001513.5513.5532202054001513.5513.5530202054001513.5513.5529202054001513.5513.5528202054001513.5513.5534202054001513.5513.5539202054001513.5513.554620213.24001513.5513.5551202054001513.5513.5558202054001513.5513.5559202054001513.5513.55502020

29、54001513.5513.5549202054001513.5513.554820213.24001513.5513.554720213.24001513.5513.5538202054001513.5513.5537202054001513.5513.5536202054001513.5513.5535202054001513.5513.55本頁匯總 32棵 續(xù)表A606-1樁號樁長（M）油壓值（T）樁徑（mm）送樁深度（M）設(shè)計樁頂標(biāo)高（M）實際樁頂標(biāo)高（M）備 注2620213.24001513.5513.5525202054001513.5513.55 本頁匯總2棵 施工情況：現(xiàn)場施

30、工人員17人; 靜壓機1臺; 發(fā)電機組1臺;施工工藝為:測定樁位壓裝機就位調(diào)平驗樁吊樁樁就位、對中調(diào)直壓樁(接樁) 送樁記錄撥送樁桿.壓樁時,各工序連續(xù)進行,嚴(yán)禁中途停壓.旁站監(jiān)理情況：1、樁定位控制；2、壓樁過程檢驗；3、焊接樁檢驗；4、壓樁過程中檢查壓力、樁垂直度、接樁間歇時間、樁的連接質(zhì)量及壓入深度。發(fā)現(xiàn)問題及處理情況： 打樁過程正常;旁站監(jiān)理人員（簽字）： 2014年6月24日 江蘇省住房和城鄉(xiāng)建設(shè)廳監(jiān)制旁站記錄表工程名稱：南京城南生活垃圾轉(zhuǎn)運站 編號：A607坡道靜壓樁:預(yù)應(yīng)力管樁,設(shè)計樁型:PHC-400-AB-(95)AB-C80;設(shè)計樁長20米;樁數(shù)59根; 預(yù)應(yīng)力管樁生產(chǎn)廠家

31、:江蘇建華管樁有限公司; 靜壓樁機類型DTZ818型;接樁形式:CO2氣體保護焊;水準(zhǔn)儀1臺;挖機1臺;回彈儀1臺;樁號樁長（M）油壓值（T）樁徑（mm）送樁深度（M）設(shè)計樁頂標(biāo)高（M）實際樁頂標(biāo)高（M）備 注2720205.04002.3513.5512.65試樁0.92220246.04001.7513.5513.250.32420254.24002.2513.5512.750.82320254.24002.0513.5512.950.61820246.04001.4513.5513.551720246.04001.4513.5513.551620246.04001.4513.5513.5

32、51220254.24002.2513.5512.750.81120254.24002.1513.5512.850.71020254.24002.2513.5513.550.8620262.44001.8513.5512.750.4520262.44002.0513.5512.950.6420262.44001.4513.5513.55320246.04001.8513.5513.150.4220254.24001.5513.5513.450.1120262.44001.7513.5513.250.3820262.44001.5513.5513.450.1720262.44001.6513.5

33、513.350.2620262.44001.8513.5513.150.41520262.44001.4513.5513.551320246.04001.4513.5513.551420246.04001.9513.5513.550.51920262.44001.9513.5513.550.52120262.44002.0513.5513.550.62020262.44002.0513.5513.550.6施工情況：現(xiàn)場施工人員17人; 靜壓機1臺; 發(fā)電機組1臺;施工工藝為:測定樁位壓裝機就位調(diào)平驗樁吊樁樁就位、對中調(diào)直壓樁(接樁) 送樁記錄撥送樁桿.壓樁時,各工序連續(xù)進行,嚴(yán)禁中途停壓.旁

34、站監(jiān)理情況：1、樁定位控制；2、壓樁過程檢驗；3、焊接樁檢驗；4、壓樁過程中檢查壓力、樁垂直度、接樁間歇時間、樁的連接質(zhì)量及壓入深度。發(fā)現(xiàn)問題及處理情況：27、22、24、23、12、11、10、6、5、3、2、1、8、7、6、14、19、21、20樁;未到設(shè)計標(biāo)高,但最終壓力值達(dá)到262.4T;超過最終壓樁力205的正常值;旁站監(jiān)理人員（簽字）： 2014年6月25日 江蘇省住房和城鄉(xiāng)建設(shè)廳監(jiān)制旁站記錄表工程名稱：南京城南生活垃圾轉(zhuǎn)運站 編號：A608 綜合樓靜壓樁:預(yù)應(yīng)力管樁,設(shè)計樁型:PHC-400(95)AB-C80;設(shè)計樁長19米長的,32根;22米長的12根;樁數(shù)44根; 管樁總長

35、872米;預(yù)應(yīng)力管樁生產(chǎn)廠家:江蘇建華管樁有限公司; 靜壓樁機類型DTZ818型;接樁形式:CO2氣體保護焊; 全站儀1臺;電焊機1臺;水準(zhǔn)儀1臺;挖機1臺;回彈儀1臺;樁號樁長（M）油壓值（T）樁徑（mm）送樁深度（M）設(shè)計樁頂標(biāo)高（M）實際樁頂標(biāo)高（M）備 注419180.44001.451.451.45319180.44001.451.451.45219180.44001.451.451.45119180.44001.451.451.45819180.44001.451.451.45719180.44001.451.451.45619180.44001.451.451.45519180.

36、44001.451.451.451219180.44001.451.451.451119180.44001.451.451.451019180.44001.451.451.45919180.44001.451.451.451619182.04001.451.451.451519180.44001.451.451.451419180.44002.051.452.050.61319180.44001.451.451.451819180.44001.451.451.451719182.04001.451.451.452219180.44001.451.451.451919180.44001.451.451.452019183.64001.451.451.452119180.44001.451.451.452319180.44001.451.451.452419180.44001.451.451.45