靜壓樁旁站記錄

1、旁站記錄表工程名稱：南京城南生活垃圾轉(zhuǎn)運站編號:A6- 01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A2900KN;樁端持力層為(4)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)計樁頂標高(M)實際樁頂標高(M)備注17623360.850001.95+ 0.55未到設(shè)計標高14023360.850001.95+ 0.55未

2、到設(shè)計標高9023295.25002.45-1.952.458923295.25001.951.951.958823295.25001.951.951.958723311.65001.951.951.958523311.65001.951.951.958623328.05001.951.951.959123328.05001.951.951.959223328.05001.951.951.9513923360.85001.351.951.35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：測定樁位一壓裝機就位調(diào)平一驗樁一吊樁一樁就位、對中調(diào)直一壓樁

3、一（接樁）一送樁一記錄一撥送樁桿.壓樁時，各工序連續(xù)進行，嚴禁中途停壓.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)計標高，但最終壓力值達到 360.8T;超過最終壓樁力A2900KN 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：A6 02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1

4、450KN;最終壓樁力A2900KN;樁端持力層為（4）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；水準儀1臺；挖機1臺；回彈儀1臺；樁號樁長油壓值樁徑送樁深度設(shè)計樁頂實際樁頂備注(M)(T)(mm)(M)標高(M)標高(M)17523360.85000.151.95-0.15未到設(shè)計標高17423360.85000.45-1.95+ 0.45未到設(shè)計標高17323295.25001.951.951.9514923295.25001.951.951.9514823295.25001.951.951.9514723360.85001.2

5、51.95 1.25未到設(shè)計標高14623360.85001.251.951.25未到設(shè)計標高14423328.05001.951.951.9514523328.05001.951.951.9514323360.85001.451.951.45未到設(shè)計標高14223360.85000.151.95-0.15未到設(shè)計標高14123360.85001.301.951.30未到設(shè)計標高13723328.05001.95-1.95-1.9513823328.05001.951.951.9513623328.05001.951.951.9513523328.05001.951.951.959623360

6、.85000.951.950.95未到設(shè)計標高9523360.85001.051.951.05未到設(shè)計標高9423360.85000.951.950.95未到設(shè)計標高9323360.85000.751.950.75未到設(shè)計標高8423328.05001.951.951.958323360.85000.751.950.75未到設(shè)計標高8223360.85000.851.950.85未到設(shè)計標高8123360.85000.751.950.75未到設(shè)計標高3823328.05001.951.951.953723295.25001.95 1.95-1.953623295.25001.951.95352

7、3295.25001.951.953323295.25001.951.953423295.25001.951.953223295.25001.951.953123360.85001.95未到設(shè)計標高3023295.25001.951.95本頁匯總33棵續(xù)表 A6-02 -1樁號樁長(M)油壓值(T)樁徑(mm)送樁深度(M)設(shè)計樁頂標高(M)實際樁頂標高(M)備注2923328.05001.951.952823311.6500-1.95-1.95123295.25001.951.95223328.05001.951.95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

8、藝為：測定樁位一壓裝機就位調(diào)平一驗樁一吊樁一樁就位、對中調(diào)直一壓樁一(接樁)一送樁一記錄一撥送樁桿.壓樁時，各工序連續(xù)進行，嚴禁中途停壓.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)計標高，但最終壓力值達到 360.8T;超過最終 壓樁力a2900KN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)

9、制專業(yè)文檔供參考，如有幫助請下載。旁站記錄表工程名稱：南京城南生活垃圾轉(zhuǎn)運站編號：A6 03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1450KN;最終壓樁力A2900KN;樁端持力層為(4)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)計樁頂標高(M)實際樁頂標高(M)備注2623360.85001.651.951.65+ 0.32723360.85001.55

10、1.951.55+ 0.42523360.85001.551.951.55+ 0.42423360.85001.551.951.55+ 0.4323295.25001.951.951.952223328.05001.951.951.952323328.05001.951.951.954223295.25001.951.951.954323311.65001.951.951.954123328.05001.95試樁靜載試驗+ 173923311.65001.951.951.954023328.05001.951.951.957923295.25001.951.951.958023360.8500

11、1.551.951.55+ 0.47723328.05001.951.951.957823328.05001.951.951.959923360.85000.951.950.95+ 1.010023360.85001.15-1.95 1.15+ 0.89723328.05001.951.951.959823360.85001.751.95 1.75+ 0.213323360.85001.651.951.65+ 0.313423328.05001.951.951.9513223295.25001.951.951.9513023360.85001.451.95 1.45+ 0.513123328.

12、05001.951.951.9515123295.25001.951.951.9515223328.05001.951.951.9515023295.25001.951.951.9517223360.85001.20-1.95 1.20+ 0.7517123360.85001.551.951.55+ 0.417023295.25001.951.951.9516923295.25001.951.951.9515523360.85001.351.951.35+ 0.6本頁匯總33棵續(xù)表 A6 03 -1樁號樁長(M)油壓值(T)樁徑(mm)送樁深度(M)設(shè)計樁頂標高(M)實際樁頂標高(M)備注15

13、423295.25001.95-1.95-1.9515323295.25001.951.951.9512923360.85001.251.95 1.25+ 0.712823295.25001.95-1.95-1.9512723360.85001.751.95 1.75+ 0.212623360.85001.751.95 1.75+ 0.210423295.25001.951.951.9510323360.85001.451.95 1.45+ 0.510223295.25001.951.951.9510123360.85001.151.95 1.15+ 0.757623360.85001.95本

14、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：測定樁位一壓裝機就位調(diào)平一驗樁一吊樁一樁就位、對中調(diào)直一壓樁一（接樁）一送樁一記錄一撥送樁桿.壓樁時，各工序連續(xù)進行，嚴禁中途停壓.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)方t標高，但最終壓力值達到 360.8T;超過

15、最終壓樁力A2900KN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)制編號：A6- 04旁站記錄表中轉(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1450KN;最終壓樁力A2900KN;樁端持力層為(4)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)計樁頂標高(M)實際樁頂標高(M)備注7623360.85001.201.95 1.20+ 0

16、.757523360.85001.501.951.50+ 0.457423295.25001.751.95 1.75+ 0.2工程名稱：南京城南生活垃圾轉(zhuǎn)運站7323360.85001.251.95 1.25+ 0.74723295.25001.951.951.954623295.25001.95-1.95-1.954523328.05001.951.951.954423295.25001.951.951.952123295.25001.951.951.952023295.25001.951.951.951923328.05001.951.951.95423295.25001.951.951.

17、95523295.25001.951.951.95623295.25001.551.951.951623311.65001.951.951.951723295.25001.951.951.951823328.05000.95-1.95-1.954823295.25001.151.951.954923360.85001.451.951.45+ 0.95023311.65001.951.951.955123360.85001.251.95 1.25+ 0.76923311.65001.951.951.957023328.05001.951.951.957123295.25001.951.951.9

18、57223295.25001.951.951.9510523360.85001.251.95 1.25+ 0.710623360.85001.851.951.85+ 1.010723311.65000.951.950.95試樁+ 1.010823311.65001.951.951.9512223360.85001.55 1.95-1.55+ 0.412323328.05001.951.951.9512423295.25001.951.951.95本頁匯總32棵續(xù)表 A6 04-1樁號樁長(M)油壓值(T)樁徑(mm)送樁深度(M)設(shè)計樁頂標高(M)實際樁頂標高(M)備注12523295.250

19、01.351.951.9515623360.85001.851.951.85+ 0.115723360.85001.351.951.35+ 0.616723360.85001.151.95 1.15+ 0.816823360.85000.951.950.75+ 0.815823360.85001.651.951.65+ 1.215923360.85001.151.95 1.15+ 0.8016523360.85001.101.95 1.10+ 0.8516623360.85001.151.95 1.15+ 0.7516123360.85001.101.95 1.10+ 0.7516023360

20、.85001.051.951.05+ 0.6511923360.85001.101.95 1.10+ 0.8511823360.85001.201.951.20+ 0.7512123360.85001.20-1.95 1.20+ 0.7512023360.85001.301.95-1.30+ 0.6511023360.85001.501.951.50+ 0.4510923360.85001.55-1.95-1.55+ 0.411223360.85001.651.951.65+ 0.311123295.25001.951.951.956523295.25001.951.951.956423295

21、.25001.951.951.956623328.05001.951.951.956823295.25001.951.951.95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：測定樁位一壓裝機就位調(diào)平一驗樁一吊樁一樁就位、對中調(diào)直一壓樁一（接樁）一送樁一記錄一撥送樁桿.壓樁時，各工序連續(xù)進行，嚴禁中途停壓.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#、

22、157#、 167#、168#、158#、159#、165#、166#、161#、160#、119#、118#、121#、120 #、110#、109#、112#樁；未到設(shè)方f標高，但最終壓力值達到 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:A6- 05中轉(zhuǎn)車間 靜壓樁：切應(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A2900KN;樁端持力層為(4)層,預(yù)應(yīng)力管樁生產(chǎn)廠家：江蘇建

23、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)計樁頂標高(M)實際樁頂標高(M)備注6723295.25001.951.951.955323328.05001.951.951.955223295.25001.551.951.955423295.25001.951.951.955623295.25001.951.951.955523295.25001.951.951.951423328.05001.551.951.951323295.25001.951.951.951523295.

24、25001.951.951.95723295.25001.951.951.95823295.25001.95-1.95-1.955723360.85001.251.95 1.25+ 0.7923295.25001.951.951.951023360.85001.651.951.65+ 0.31123360.85001.151.95 1.15+ 0.81223295.25001.951.951.955823360.850001.95+ 0.15+ 2.15923360.850001.95+ 1.45+ 0.56023360.85000 1.95+ 0.05+ 2.06123360.85001.8

25、51.951.85+ 0.16223360.85001.151.95 1.15+ 0.86323295.25001.951.951.9511323360.85001.251.95 1.25+ 0.711423360.85000.951.950.95+ 1.011523360.85000.151.95-0.15+ 1.811623328.05001.951.951.9511723328.05001.951.951.95本頁匯總27棵續(xù)表 A6 05-1樁號樁長(M)油壓值(T)樁徑(mm)送樁深度(M)設(shè)計樁頂標高(M)實際樁頂標高(M)備注16223360.85001.151.95 1.15+

26、 0.816323360.85001.151.95 1.15+ 0.816423360.85000.751.950.75+ 1.2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：測定樁位一壓裝機就位調(diào)平一驗樁一吊樁一樁就位、對中調(diào)直一壓樁一（接樁）一送樁一記錄一撥送樁桿.壓樁時，各工序連續(xù)進行，嚴禁中途停壓.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：57#、10#、11#、58#、59#、60#、61#、62#、113#、114#、115#、162

27、#、 163#、164#樁；未到設(shè)計標高，但最終壓力值達到 360.8T;超過最終壓樁力A2900KN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:A6- 06坡道靜壓樁：切物力管樁,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)計樁頂標高(M)實際樁頂標高(M

28、)備注552020540015+ 13.55+ 13.55562020540015+ 13.55+ 13.55572020540015+ 13.55+ 13.55522020540015+ 13.55+ 13.555420213.240015+ 13.55+ 13.55532020540015+ 13.55+ 13.55442020540015+ 13.55+ 13.55432020540015+ 13.55+ 13.55452020540015+ 13.55+ 13.55402020540015+ 13.55+ 13.554220213.240015+ 13.55+ 13.554120213

29、.240015+ 13.55+ 13.55332020540015+ 13.55+ 13.55312020540015+ 13.55+ 13.55322020540015+ 13.55+ 13.55302020540015+ 13.55+ 13.55292020540015+ 13.55+ 13.55282020540015+ 13.55+ 13.55342020540015+ 13.55+ 13.55392020540015+ 13.55+ 13.554620213.240015+ 13.55+ 13.55512020540015+ 13.55+ 13.55582020540015+ 13.

30、55+ 13.55592020540015+ 13.55+ 13.55502020540015+ 13.55+ 13.55492020540015+ 13.55+ 13.554820213.240015+ 13.55+ 13.554720213.240015+ 13.55+ 13.55382020540015+ 13.55+ 13.55372020540015+ 13.55+ 13.55362020540015+ 13.55+ 13.55352020540015+ 13.55+ 13.55本頁匯總32棵續(xù)表 A6 06-1樁號樁長(M)油壓值(T)樁徑(mm)送樁深度(M)設(shè)計樁頂標高(M)實

31、際樁頂標高(M)備注2620213.240015+ 13.55+ 13.55252020540015+ 13.55+ 13.55本頁匯總2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：測定樁位一壓裝機就位調(diào)平一驗樁一吊樁一樁就位、對中調(diào)直一壓樁一(接樁)一送樁一記錄一撥送樁桿.壓樁時，各工序連續(xù)進行，嚴禁中途停壓.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

32、京城南生活垃圾轉(zhuǎn)運站編號：A6- 07坡道靜壓樁：切應(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：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)計樁頂標高(M)實際樁頂標高(M)備注2720205.04002.35+ 13.55+ 12.65試樁+ 0.92220246.04001.75+ 13.55+ 13.25+ 0.32420254.24002.25+ 13.55+ 12.75+ 0.82320254.

33、24002.05+ 13.55+ 12.95+ 0.61820246.04001.45+ 13.55+ 13.551720246.04001.45+ 13.55+ 13.551620246.04001.45+ 13.55+ 13.551220254.24002.25+ 13.55+ 12.75+ 0.81120254.24002.15+ 13.55+ 12.85+ 0.71020254.24002.25+ 13.55+ 13.55+ 0.8620262.44001.85+ 13.55+ 12.75+ 0.4520262.44002.05+ 13.55+ 12.95+ 0.6420262.440

34、01.45+ 13.55+ 13.55320246.04001.85+ 13.55+ 13.15+ 0.4220254.24001.55+ 13.55+ 13.45+ 0.1120262.44001.75+ 13.55+ 13.25+ 0.3820262.44001.55+ 13.55+ 13.45+ 0.1720262.44001.65+ 13.55+ 13.35+ 0.2620262.44001.85+ 13.55+ 13.15+ 0.41520262.44001.45+ 13.55+ 13.551320246.04001.45+ 13.55+ 13.551420246.04001.95+

35、 13.55+ 13.55+ 0.51920262.44001.95+ 13.55+ 13.55+ 0.52120262.44002.05+ 13.55+ 13.55+ 0.62020262.44002.05+ 13.55+ 13.55+ 0.6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

36、況：27#、22、24、23、12、11、10、6、5、3、2、1#、8#、7#、6#、14#、19#、21 #、20#<未到設(shè)計標高，但最終壓力值達到 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:A6- 08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

37、臺；電焊機1臺；水準儀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)計樁頂標高(M)實際樁頂標高(M)備注419180.44001.45 1.45 1.45319180.44001.451.451.45219180.44001.45 1.45 1.45119180.44001.45 1.45 1.45819180.44001.451.451.45719180.44001.45 1.45 1.45619180.44001.451.451.45519180.44001.45 1.45 1.451219180.44001.45 1.45 1.451119180.

38、44001.451.451.451019180.44001.45 1.45 1.45919180.44001.45 1.45 1.451619182.04001.451.451.451519180.44001.45 1.45 1.451419180.44002.051.45-2.050.61319180.44001.451.451.451819180.44001.45 1.45 1.451719182.04001.451.451.452219180.44001.451.451.451919180.44001.45 1.45 1.452019183.64001.451.451.452119180

39、.44001.45 1.45 1.452319180.44001.451.451.452419180.44001.451.451.452519182.04001.45 1.45 1.452619180.44001.451.451.452719180.44001.45 1.45 1.452819180.44001.45 1.45 1.452919180.44001.451.451.453019196.84001.0 1.451.0+ 0.453119180.44001.451.451.453219180.44001.45 1.45 1.45續(xù)表 A6 08-1樁號樁長(M)油壓值(T)樁徑(mm

40、)送樁深度(M)設(shè)計樁頂標高(M)實際樁頂標高(M)備注3322246.04002.95+ 13.55+ 12.051.54422246.04002.85+ 13.55+ 12.151.44322246.04002.05+ 13.55+ 12.950.64222246.04002.15+ 13.55+ 12.850.74122246.04003.05+ 13.55+ 11.951.64022246.04001.45+ 13.55+ 13.553922246.04001.85+ 13.55+ 13.150.43822246.04002.05+ 13.55+ 12.950.63722246.04001.95+ 13.55+ 13.050.53622262.44002.95+ 13.55+ 12.051.53522246.04001.65+ 13.55+ 13.350.23422262.44002.15+ 13.55+ 12.850.7本頁匯總棵施工情況：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：測定樁位一壓裝機就位調(diào)平一驗樁一吊樁一樁就位、對中調(diào)直一壓樁一（接樁）一送樁一記錄一撥送樁桿.壓樁時，各工序連續(xù)進行，嚴禁中途停壓.旁站監(jiān)理情況：1、樁定位控制；2、壓樁過程檢