1、灌灌注注樁樁主主要要成成果果匯匯總總表表編號： 表號：D2-13 工程名稱：神山湖大橋工程（K1+759.3-K2+810.7）施工單位：中建三局集團有限公司分包單位：湖北鄂海樁基工程有限公司序號樁孔號設計樁徑（mm）地面標高（mm）設計樁頂高程（m）設計樁底高程（m）設計樁長（m）鉆（挖）孔混凝土灌注等效養護齡期混凝土試件抗壓強度（MPa）樁檢測成品樁備注實際樁（孔）底高程（m）孔底沉渣（mm）孔位偏差（mm）垂直度（%）成孔日期開鉆完鉆混凝土強度等級鋼筋籠長度（m）灌注長度（m）理論灌注量（m）實際灌注量（m）充盈系數平均樁徑（mm）最小樁徑（mm）混凝土坍落度（mm）灌注日期 開始完成樁

2、完整性極限承載力（KN）樁長（m）樁位偏差（mm）縱橫縱橫17712左-3120015.79314.92-5.0820-5.25741-2-21602014.3.32014.3.6C30水下21.1521.3524.13271.12122212112002014.3.78:15-10:1035.2樁身完整20232917812左-4120016.07314.92-5.0820-5.32735221402014.3.142014.3.17C30水下21.1521.724.53301.22123112202002014.3.189:10-10:5537.1樁身完整20191517913右-1120

3、015.852 14.704 -6.29621-6.44835-111702014.4.12014.4.4C30水下22.1522.625.55311.21121612031902014.4.510:05-11:5036.6樁身完整21-242218013右-2120015.725 14.704 -6.29621-6.37535-231602014.3.232014.3.26C30水下22.1522.425.32301.18122612131902014.3.2710:00-11:3536.2樁身完整21-232618113右-3120016.368 14.704 -6.29621-6.432

4、35121602014.4.202014.4.23C30水下22.1523.126.11271.03123312211902014.4.2410:00-11:5036.9樁身完整21213518213右-4120016.105 14.704 -6.29621-6.44545-221902014.4.52014.4.8 C30水下22.1522.8525.83271.05123112151902014.4.98:00-10:5036.3樁身完整21-222918313左-1120015.577 14.704 -6.29621-6.353401602014.1.162014.1.19C30水下22

5、.1522.2325.13261.03122612102002014.1.2010:00-11:5035.4樁身完整21-27-2318413左-2120015.619 14.704 -6.29621-6.43140441502014.3.112014.3.14C30水下22.1522.3525.26301.19124112281902014.3.1510:00-11:5036.7樁身完整21-26-2718513左-3120015.691 14.704 -6.29621-6.30931231602014.3.32014.3.6C30水下22.1522.325.21311.2312321220

6、1902014.3.79:35-11:5035.1樁身完整21232718613左-4120016.033 14.704 -6.29621-6.407363-31702014.3.162014.3.19C30水下22.1522.7425.71311.21121312011902014.3.2010:15-11:5036.9樁身完整21222118714右-1120015.815 14.668 -6.33221-6.385184-41902014.3.222014.3.25C30水下22.1522.525.43281.1121512021902014.3.2610:10-10:5036.7樁身完

7、整21243218814右-2120015.815 14.668 -6.33221-6.38520-2-21902014.3.172014.3.20C30水下22.1522.525.43281.1122312101902014.3.219:25-10:5536.3樁身完整21222518914右-3120016.286 14.668 -6.33221-6.414423-21702014.4.42014.4.7C30水下22.152326321.23124512311902014.4.819:10-20:5035.6樁身完整21212719014右-4120016.1714.668 -6.332

8、21-6.55302-21602014.3.302014.4.2C30水下22.1523.0226.02331.27123312151902014.4.312:10-13:5537樁身完整21-152319114左-1120015.961 14.668 -6.33221-6.409341702014.1.172014.1.20C30水下22.1522.6725.63261.01122112072002014.1.219:10-10:5035.5樁身完整2127-2319214左-2120016.198 14.668 -6.33221-6.33230331602014.3.32014.3.6C3

9、0水下22.1522.8325.81261.01123112192002014.3.79:15-10:5035.5樁身完整21-2726匯總：校核：分包技術負責人：項目技術負責人：專業監理工程師：匯總日期：灌灌注注樁樁主主要要成成果果匯匯總總表表編號： 表號：D2-13 工程名稱：神山湖大橋工程（K1+759.3-K2+810.7）施工單位：中建三局集團有限公司分包單位：湖北鄂海樁基工程有限公司序號樁孔號設計樁徑（mm）地面標高（mm）設計樁頂高程（m）設計樁底高程（m）設計樁長（m）鉆（挖）孔混凝土灌注等效養護齡期混凝土試件抗壓強度（MPa）樁檢測成品樁備注實際樁（孔）底高程（m）孔底沉渣（

10、mm）孔位偏差（mm）垂直度（%）成孔日期開鉆完鉆混凝土強度等級鋼筋籠長度（m）灌注長度（m）理論灌注量（m）實際灌注量（m）充盈系數平均樁徑（mm）最小樁徑（mm）混凝土坍落度（mm）灌注日期 開始完成樁完整性極限承載力（KN）樁長（m）樁位偏差（mm）縱橫縱橫19314左-3120015.647 14.668 -6.33221-6.40331-2-21502014.2.222014.2.25C30水下22.1522.3525.26261.03123312212002014.2.269:05-10:5535.5樁身完整21232419314左-4120016.273 14.668 -6.33

11、221-6.37732-521602014.3.102014.3.13C30水下22.1522.9525.94261122912152002014.3.149:40-11:5535.3樁身完整21222519315右-1120016.394 14.813 -6.18721-6.28631-1-21902014.5.32014.5.6C30水下22.1523.1826.2271.03123412182002014.5.621:00-22:5035.9樁身完整21222119315右-2120016.329 14.813 -6.18721-6.27131-2-11902014.4.272014.4

12、.30C30水下22.1522.925.89271.04124412312002014.4.3021:30-22:5535.7樁身完整21-263119315右-3120016.338 14.813 -6.18721-6.41214121902014.5.172014.5.20C30水下22.1523.2526.28291.1122212102002014.5.2022:00-23:5035.8樁身完整21162419315右-4120016.304 14.813 -6.18721-6.23614111802014.5.92014.5.12C30水下22.1523.0426.04271.041

13、24212252002014.5.1221:15-23:0535.8樁身完整21-222419315左-1120015.934 14.813 -6.18721-6.26641231802014.1.182014.1.21C30水下22.1522.525.43261.02122212102002014.1.2116:00-17:5535.6樁身完整21-332719315左-2120016.218 14.813 -6.18721-6.38234441602014.3.42014.3.7C30水下22.1522.1525251122512112002014.3.716:10-17:3535.6樁身

14、完整2127-2619315左-3120015.705 14.813 -6.18721-6.395423-11802014.2.232014.2.26C30水下22.1522.425.32261.03121412022002014.2.2616:10-17:3536.4樁身完整21233019315左-4120016.189 14.813 -6.18721-6.211424-31702014.3.102014.3.13C30水下22.1522.725.66261.01123512192002014.3.1318:00-19:5536.2樁身完整21122919316右-1120016.355

15、15.137 -5.86321-6.04541-231602014.4.262014.4.29C30水下22.1522.725.66291.13122112102002014.4.2921:00-23:1036.7樁身完整21-242219316右-2120016.2715.137 -5.86321-5.93242-11702014.4.152014.4.18C30水下22.1522.525.43281.1123112152002014.4.1822:00-23:5035.5樁身完整21-23-2619316右-3120016.505 15.137 -5.86321-6.02530211902

16、014.5.132014.5.16C30水下22.1522.8325.81271.05121512002002014.5.1621:40-23:5536.3樁身完整21213519316右-4120016.239 15.137 -5.86321-5.91133-121802014.5.22014.5.5C30水下22.1522.4525.38271.06122512112002014.5.522:00-23:5037.1樁身完整21-222919316左-1120016.049 15.137 -5.86321-5.951251602014.1.182014.1.21C30水下22.1522.3

17、25.21261.03123712202002014.1.2121:35-23:4535.5樁身完整21273319316左-2120016.067 15.137 -5.86321-5.933343-41702014.3.42014.3.7C30水下22.1522.325.21271.07123612192002014.3.721:30-23:3035.7樁身完整21-26-27匯總：校核：分包技術負責人：項目技術負責人：專業監理工程師：匯總日期：灌灌注注樁樁主主要要成成果果匯匯總總表表編號： 表號：D2-13 工程名稱：神山湖大橋工程（K1+759.3-K2+810.7）施工單位：中建三局集

18、團有限公司分包單位：湖北鄂海樁基工程有限公司序號樁孔號設計樁徑（mm）地面標高（mm）設計樁頂高程（m）設計樁底高程（m）設計樁長（m）鉆（挖）孔混凝土灌注等效養護齡期混凝土試件抗壓強度（MPa）樁檢測成品樁備注實際樁（孔）底高程（m）孔底沉渣（mm）孔位偏差（mm）垂直度（%）成孔日期開鉆完鉆混凝土強度等級鋼筋籠長度（m）灌注長度（m）理論灌注量（m）實際灌注量（m）充盈系數平均樁徑（mm）最小樁徑（mm）混凝土坍落度（mm）灌注日期 開始完成樁完整性極限承載力（KN）樁長（m）樁位偏差（mm）縱橫縱橫20916左-3120015.652 15.137 -5.86321-5.998333-4

19、1602014.2.202014.2.23C30水下22.1521.9524.81261.05122912112002014.2.2321:55-23:4535.2樁身完整21232721016左-4120016.189 15.137 -5.86321-5.91140351502014.3.102014.3.13C30水下22.1522.425.32261.03123112202002014.3.1321:30-23:3036.1樁身完整21-21-2221117右-1120018.087 17.135 -5.86523-6.11321221802014.7.32014.7.6C30水下24.

20、1524.527.69351.26123312162002014.7.620:00-22:5535.8樁身完整2324-2521217右-2120018.035 17.135 -5.86523-5.965212-21902014.7.72014.7.10C30水下24.1524.327.47341.24124112292002014.7.1018:00-19:5536樁身完整23-232621317右-3120018.303 17.135 -5.86523-5.89720-221902014.7.72014.7.10C30水下24.1524.527.69351.2612351220200201

21、4.7.1018:45-20:5535.8樁身完整23313321417右-4120018.601 17.135 -5.86523-5.99937-221902014.7.112014.7.14C30水下24.1524.928.15331.17123512252002014.7.1418:00-19:5536.4樁身完整23-322721517左-1120017.994 17.135 -5.86523-5.956341-21802014.4.12014.4.4C30水下24.1524.2527.41351.28123312162002014.4.418:20-21:1536樁身完整232733

22、21617左-2120018.706 17.135 -5.86523-6.04418121902014.4.262014.4.29C30水下24.1525.0528.32361.27124112212002014.4.2917:00-19:0535.8樁身完整23272621717左-3120018.505 17.135 -5.86523-5.94510221702014.4.72014.4.10C30水下24.1524.7527.98351.25123512162002014.4.1017:15-19:0535.7樁身完整23242721817左-4120018.516 17.135 -5.

23、86523-6.034203-21502014.5.42014.5.7C30水下24.1524.8528.09341.21124112192002014.5.717:00-19:0535.8樁身完整23-222121918右-1120018.799 17.185 -5.81523-5.90133-2-21802014.7.92014.7.12C30水下24.152528.26361.27123112102002014.7.1219:30-21:3036.6樁身完整2312-1422018右-2120018.895 17.185 -5.81523-5.855412-11802014.7.1201

24、4.7.4C30水下24.1525.0528.32371.31123312242002014.7.419:30-21:3036.3樁身完整23-133622118右-3120018.934 17.185 -5.81523-5.966291-21902014.7.52014.7.8C30水下24.1525.228.49381.33122212112002014.7.819:30-21:3035.8樁身完整23243122218右-4120018.8717.185 -5.81523-5.8830211702014.6.262014.6.29C30水下24.1525.0528.32371.31121

25、212032002014.6.2919:30-21:3038樁身完整23-271922318左-1120018.983 17.185 -5.81523-5.85726121902014.4.172014.4.20C30水下24.1525.1428.42341.2124112302002014.4.2019:30-21:3036.1樁身完整23231722418左-2120018.782 17.185 -5.81523-5.868223-21502014.4.302014.5.3C30水下24.1524.9528.2341.21122112132002014.5.319:30-21:3035.7

26、樁身完整23-2116匯總：校核：分包技術負責人：項目技術負責人：專業監理工程師：匯總日期：灌灌注注樁樁主主要要成成果果匯匯總總表表編號： 工程名稱：神山湖大橋工程（K1+759.3-K2+810.7）施工單位：中建三局集團有限公司序號樁孔號設計樁徑（mm）地面標高（mm）設計樁頂高程（m）設計樁底高程（m）設計樁長（m）鉆（挖）孔混凝土灌注實際樁（孔）底高程（m）孔底沉渣（mm）孔位偏差（mm）垂直度（%）成孔日期開鉆完鉆混凝土強度等級縱橫22518左-3120019.071 17.185 -5.81523-5.82942111602014.5.242014.5.27C30水下22618左-

27、4120019.092 17.185 -5.81523-6.008252-21802014.5.142014.5.17C30水下22719右-1120016.366 13.735 -6.26520-6.33446321702014.1.172014.1.20C30水下22819右-2120018.497 13.735 -6.26520-6.60334431702014.3.192014.3.22C30水下22919右-3120016.381 13.735 -6.26520-6.269462-21602014.1.32014.1.6C30水下23019右-4120016.371 13.735 -

28、6.26520-6.32938-321802014.3.92014.3.12C30水下23119左-1120016.198 13.735 -6.26520-6.31242311802013.12.242013.12.27C30水下23219左-2120016.075 13.735 -6.26520-6.26533331602014.1.152014.1.18C30水下23319左-3120016.624 13.735 -6.26520-6.376193-41702014.3.192014.3.22C30水下23419左-4120016.422 13.735 -6.26520-6.378371-

29、21802014.3.72014.3.10C30水下23520右-1120016.302 13.283 -5.71719-5.89815331702014.3.192014.3.22C30水下23620右-2120016.356 13.283 -5.71719-5.79426-3-31502014.3.262014.3.29C30水下23720右-3120016.2413.283 -5.71719-5.7733-331502014.1.162014.1.19C30水下23820右-4120016.199 13.283 -5.71719-5.80141322002014.3.62014.3.9C

30、30水下23920左-1120016.3713.283 -5.71719-5.8332331702013.12.272013.12.30C30水下24020左-2120016.425 13.283 -5.71719-5.87533-331602014.1.12014.1.4C30水下匯總：校核：分包技術負責人： 表號：D2-13分包單位：湖北鄂海樁基工程有限公司等效養護齡期混凝土試件抗壓強度（MPa）樁檢測成品樁鋼筋籠長度（m）灌注長度（m）理論灌注量（m）實際灌注量（m）充盈系數平均樁徑（mm）最小樁徑（mm）混凝土坍落度（mm）灌注日期 開始完成樁完整性極限承載力（KN）樁長（m）24.1

31、525.228.49311.09124112302002014.5.2719:30-21:3037.2樁身完整2324.1525.428.71371.29123112202002014.5.1719:30-21:3035.8樁身完整2321.152326261123512172002014.1.2016:30-18:4535.2樁身完整2021.1525.428.71311.08122112082002014.3.2214:30-16:3036.4樁身完整2021.1522.9525.94261122512112002014.1.615:55-18:2535.2樁身完整2021.1523262

32、71.04121312012002014.3.1214:30-16:3034.9樁身完整2021.1522.8125.78261.01123312132002013.12.2811:30-13:3036.1樁身完整2021.1522.6425.59261.02122512102002014.1.1819:30-21:3035.1樁身完整2021.1523.326.34311.18121512032002014.3.2216:30-18:4036.5樁身完整2021.1523.126.11261122512052002014.3.1019:30-21:3035.1樁身完整2020.1522.52

33、5.43281.1122512072002014.3.239:30-11:3036.1樁身完整1920.1522.4525.38281.1121412012002014.3.309:30-11:3036.4樁身完整1920.1522.3125.22261.03123312122002014.1.269:30-11:3034.3樁身完整1920.1522.325.21271.07122112052002014.3.109:30-11:3034.7樁身完整1920.1522.525.43261.02124112252002013.12.3121:30-23:3035.8樁身完整1920.1520.

34、1522.78251.1123612102002014.1.59:30-11:3036.1樁身完整19項目技術負責人：專業監理工程師：匯總日期：灌灌注注樁樁主主要要成成果果匯匯總總表表中建三局集團有限公司混凝土灌注備注樁位偏差（mm）縱橫23301231-2532-33162128-17272322-242324141230-2422-23262135-222927-33-26-27灌灌注注樁樁主主要要成成果果匯匯總總表表 表號：D2-13湖北鄂海樁基工程有限公司成品樁灌灌注注樁樁主主要要成成果果匯匯總總表表編號： 工程名稱：神山湖大橋工程（K1+759.3-K2+810.7）施工單位：中建三

35、局集團有限公司序號樁孔號設計樁徑（mm）地面標高（mm）設計樁頂高程（m）設計樁底高程（m）設計樁長（m）鉆（挖）孔混凝土灌注實際樁（孔）底高程（m）孔底沉渣（mm）孔位偏差（mm）垂直度（%）成孔日期開鉆完鉆混凝土強度等級縱橫24120左-3120016.2413.283 -5.71719-5.8333-2-21502014.1.142014.1.17C30水下24220左-4120016.527 13.283 -5.71719-5.87341331602014.3.62014.3.9C30水下24321右-1180016.991 15.183 -4.81720-4.93921-131902

36、014.5.32014.5.8C30水下24421右-2180017.077 15.183 -4.81720-4.90320111902014.5.182014.5.23C30水下24521右-3180016.852 15.183 -4.81720-4.948212-21902014.4.42014.4.9C30水下24621右-4180017.115.183 -4.81720-4.923311802014.4.242014.4.29C30水下24721左-1180016.511 15.183 -4.81720-4.93919-322002014.3.82014.3.13C30水下24821左

37、-2180016.552 15.183 -4.81720-4.908164-21702014.3.252014.3.30C30水下24921左-3180016.537 15.183 -4.81720-4.91317221702013.12.262013.12.31C30水下25021左-4180016.599 15.183 -4.81720-4.90123221902014.1.132014.1.18C30水下25122右-1180018.047 15.862 -5.13821-5.203101-11702014.5.22014.5.8C30水下25222右-2180016.7115.862

38、-5.13821-5.1922432002014.2.272014.2.23C30水下25322右-3180016.7115.862 -5.13821-5.2340321502014.1.112014.1.17C30水下25422右-4180017.2315.862 -5.13821-5.2717221502014.3.92014.3.15C30水下25522右-5180017.004 15.862 -5.13821-5.24631221602013.12.272014.1.2C30水下25622右-6180016.588 15.862 -5.13821-5.34224221702013.12

39、.182013.12.24C30水下匯總：校核：分包技術負責人： 表號：D2-13分包單位：湖北鄂海樁基工程有限公司等效養護齡期混凝土試件抗壓強度（MPa）樁檢測成品樁鋼筋籠長度（m）灌注長度（m）理論灌注量（m）實際灌注量（m）充盈系數平均樁徑（mm）最小樁徑（mm）混凝土坍落度（mm）灌注日期 開始完成樁完整性極限承載力（KN）樁長（m）20.1521.3724.16251.03123912152002014.1.189:30-11:3035.5樁身完整1920.1522.725.66351.36121412032002014.3.109:30-11:3034.5樁身完整1921.1522

40、.2356.54611.08183918252002014.5.819:15-23:2536樁身完整2021.1521.1553.79541.01182918112002014.5.2319:00-23:0035.5樁身完整2021.1522.156.21571.01184118292002014.4.921:05-23:5536.2樁身完整2021.1522.356.72571183718212002014.4.2919:00-23:0036.1樁身完整2021.1521.7555.32571.03184218232002014.3.1319:20-23:1537.1樁身完整2021.152

41、1.7655.34561.01184418302002014.3.3019:00-23:0035.4樁身完整2021.1521.1553.79541.01182318121902013.12.3120:20-23:5035.5樁身完整2021.1521.1553.79541.01184218332002014.1.1819:00-23:0035.5樁身完整2022.1523.5559.9631.05182418112002014.5.816:30-20:0036.8樁身完整2122.1522.256.46601.06183118152002014.2.2316:30-20:0035.2樁身完整

42、2122.1522.2456.57631.11182518122002014.1.1716:30-20:0034.6樁身完整2122.1522.858.24651.12181518012002014.3.1516:30-20:0037樁身完整2122.1522.1556.34571.01183718212002014.1.216:30-20:0035.9樁身完整2122.1522.2356.54631.11181818062002013.12.2416:30-20:0036樁身完整21項目技術負責人：專業監理工程師：匯總日期：灌灌注注樁樁主主要要成成果果匯匯總總表表中建三局集團有限公司混凝土灌

43、注備注樁位偏差（mm）縱橫232722212323-2421-1622-253019232524-2421-212527232315231923-313032-2414灌灌注注樁樁主主要要成成果果匯匯總總表表 表號：D2-13湖北鄂海樁基工程有限公司成品樁灌灌注注樁樁主主要要成成果果匯匯總總表表編號： 工程名稱：神山湖大橋工程（K1+759.3-K2+810.7）施工單位：中建三局集團有限公司序號樁孔號設計樁徑（mm）地面標高（mm）設計樁頂高程（m）設計樁底高程（m）設計樁長（m）鉆（挖）孔混凝土灌注實際樁（孔）底高程（m）孔底沉渣（mm）孔位偏差（mm）垂直度（%）成孔日期開鉆完鉆混凝土強

44、度等級縱橫25722左-1180017.789 15.862 -5.13821-5.211224-41802014.3.112014.3.17C30水下25822左-2180017.776 15.862 -5.13821-5.824203-21802014.3.232014.3.29C30水下25922左-3180018.084 15.862 -5.13821-5.296232-21902014.4.232014.4.29C30水下26022左-4180021.141 15.862 -5.13821-5.20921221902013.12.252013.12.31C30水下26122左-518

45、0021.099 15.862 -5.13821-5.26122331702014.1.102014.1.16C30水下26222左-6180018.152 15.862 -5.13821-5.29818121702014.4.32014.4.9C30水下26323右-1180020.907 16.862 -4.13821-4.27324321602014.3.72014.3.13C30水下26423右-2180020.695 16.862 -4.13821-4.20533441902014.2.262014.3.4C30水下26523右-3180020.764 16.862 -4.13821

46、-4.23623-431802014.2.152014.2.21C30水下26623右-4180020.292 16.862 -4.13821-4.25834331802013.12.222013.12.28C30水下26723右-5180024.5816.862 -4.13821-4.2738221602014.1.182014.1.24C30水下26823右-6180020.511 16.862 -4.13821-4.23926-331602014.1.102014.1.16C30水下26923左-1180021.481 16.862 -4.13821-4.26926121802013.1

47、1.52013.11.11C30水下27023左-2180021.807 16.862 -4.13821-4.24327221802013.12.62013.12.12C30水下27123左-3180021.9216.862 -4.13821-4.2337321602013.12.132013.12.19C30水下27223左-4180021.264 16.862 -4.13821-4.336333-21802013.11.132013.11.19C30水下匯總：校核：分包技術負責人： 表號：D2-13分包單位：湖北鄂海樁基工程有限公司等效養護齡期混凝土試件抗壓強度（MPa）樁檢測成品樁鋼筋籠

48、長度（m）灌注長度（m）理論灌注量（m）實際灌注量（m）充盈系數平均樁徑（mm）最小樁徑（mm）混凝土坍落度（mm）灌注日期 開始完成樁完整性極限承載力（KN）樁長（m）22.1523.359.26711.2184418222002014.3.1714:30-18:0036.8樁身完整2122.1523.960.79701.15183618242002014.3.2914:30-18:0036.2樁身完整2122.1523.6860.22661.1184118212002014.4.2914:30-18:0036樁身完整2122.1522.5557.35651.1318361819200201

49、3.12.3114:30-18:0035.2樁身完整2122.1522.3556.84631.11182218102002014.1.1614:30-18:0036.2樁身完整2122.1523.7560.41641.06183418212002014.4.914:30-18:0035.8樁身完整2122.1522.3556.84631.11181118032002014.3.1316:30-20:0037.2樁身完整2122.1522.3556.84661.16182118092002014.3.417:35-21:4535.1樁身完整2122.1522.3556.84631.1118111

50、8011902014.2.2116:30-20:0037.3樁身完整2122.1522.3556.84581.02182118102002013.12.2818:30-22:1535.3樁身完整2122.1522.3556.84571181118012002014.1.2416:30-20:0037.4樁身完整2122.1522.3556.84651.14182118092002014.1.1616:30-20:0034.3樁身完整2122.1522.3556.84611.07182418102002013.11.1116:25-20:0537.4樁身完整2122.1522.3556.8460

51、1.06181418042002013.12.1216:30-20:0037.7樁身完整2122.1522.3556.84601.06181718082002013.12.1916:50-20:3537.7樁身完整2122.1522.3556.84621.09182718112002013.11.1916:30-20:0037.5樁身完整21項目技術負責人：專業監理工程師：匯總日期：灌灌注注樁樁主主要要成成果果匯匯總總表表中建三局集團有限公司混凝土灌注備注樁位偏差（mm）縱橫2421172121-252531-22232521-172111-13-23152341-2631-3424-24-2

52、214-17-31-25-2330灌灌注注樁樁主主要要成成果果匯匯總總表表 表號：D2-13湖北鄂海樁基工程有限公司成品樁灌灌注注樁樁主主要要成成果果匯匯總總表表編號： 工程名稱：神山湖大橋工程（K1+759.3-K2+810.7）施工單位：中建三局集團有限公司序號樁孔號設計樁徑（mm）地面標高（mm）設計樁頂高程（m）設計樁底高程（m）設計樁長（m）鉆（挖）孔混凝土灌注實際樁（孔）底高程（m）孔底沉渣（mm）孔位偏差（mm）垂直度（%）成孔日期開鉆完鉆混凝土強度等級縱橫27323左-5180021.5816.862 -4.13821-4.2733-331602013.11.212013.11

53、.27C30水下27423左-6180021.788 16.862 -4.13821-4.26231221602013.11.292013.12.5C30水下27524右-1180022.248 17.183 -1.81719-1.89283-31702013.11.132013.11.16C30水下27624右-2180022.264 17.183 -1.81719-1.8231221902014.11.172014.11.21C30水下27724右-3180022.0217.183 -1.81719-1.8641121802013.11.272013.12.1C30水下27824右-418

54、0022.052 17.183 -1.81719-1.8628-311802014.12.42014.12.8C30水下27924左-1180022.039 17.183 -1.81719-1.8341221702013.11.12013.11.5C30水下28024左-2180021.779 17.183 -1.81719-1.8431-1-11702013.10.22013.10.6C30水下28124左-3180021.758 17.183 -1.81719-1.86321-11502013.11.112013.11.17C30水下28224左-4180022.096 17.183 -1

55、.81719-1.8240-111602013.10.202013.10.25C30水下28325右-1120022.014 17.283 -3.71721-3.7229-2-32013.11.122013.11.15C30水下28425右-2120022.025 17.283 -3.71721-3.7333-112013.10.242013.10.27C30水下28525右-3120022.036 17.283 -3.71721-3.7832212013.11.22013.11.6C30水下28625右-4120022.007 17.283 -3.71721-3.7741212013.10.

56、262013.10.30C30水下28725左-1120022.152 17.283 -3.71721-3.72392-12013.10.102013.10.14C30水下28825左-2120021.706 17.283 -3.71721-3.7733112013.9.252013.9.28C30水下匯總：校核：分包技術負責人： 表號：D2-13分包單位：湖北鄂海樁基工程有限公司等效養護齡期混凝土試件抗壓強度（MPa）樁檢測成品樁鋼筋籠長度（m）灌注長度（m）理論灌注量（m）實際灌注量（m）充盈系數平均樁徑（mm）最小樁徑（mm）混凝土坍落度（mm）灌注日期 開始完成樁完整性極限承載力（KN

57、）樁長（m）22.1522.3556.84591.04181718022002013.11.2718:30-22:1537.5樁身完整2122.1522.3556.84571182118102002013.12.516:45-20:2537.4樁身完整2120.1520.3551.76551.06181118032002013.11.179:50-12:2535.6樁身完整1920.1520.3551.76581.12181818022002013.11.2610:10-12:5035.2樁身完整1920.1520.3551.76541.04182218112002013.12.38:40-1

58、1:1036.4樁身完整1920.1520.3551.76571.1182718122002013.12.914:30-16:5535.6樁身完整1920.1520.3551.76541.04182318102002013.11.615:00-17:5037.3樁身完整1920.1520.3551.76571.1182618112002013.10.109:10-11:5036.7樁身完整1920.1520.3551.76561.08181618012102013.10.198:50-11:3035.9樁身完整1920.1520.3551.76571.1182118062002013.10.2

59、714:50-17:3036.6樁身完整1922.1522.3525.26271.072002013.11.168:40-10:2035.4樁身完整2122.1522.3525.26291.151902013.10.2716:50-18:3038.3樁身完整2122.1522.3525.26271.071902013.11.716:00-17:4037.6樁身完整2122.1526.0829.48301.022002013.10.3115:50-17:4538.3樁身完整2122.1526.1729.58301.012002013.10.169:20-10:5036.8樁身完整2122.152

60、5.7829.14301.032102013.9.309:30-11:1036.8樁身完整21項目技術負責人：專業監理工程師：匯總日期：灌灌注注樁樁主主要要成成果果匯匯總總表表中建三局集團有限公司混凝土灌注備注樁位偏差（mm）縱橫-2421-31-27-23-21-1721-1422-3035-17231914-21-31-2328-2422-23262135-222927-33-26-27灌灌注注樁樁主主要要成成果果匯匯總總表表 表號：D2-13湖北鄂海樁基工程有限公司成品樁灌灌注注樁樁主主要要成成果果匯匯總總表表編號： 表號：D2-13 工程名稱：神山湖大橋工程（K1+759.3-K2+8