1、沉管灌注樁施工記錄表 工程名稱:工程 施工樁長: 11m 有效樁長: 10.5m 復(fù)打長度: 5m 樁徑: 377mm 鋼筋籠長: 9m 施工樁頂標(biāo)高: -0.6m 砼坍落度: 80100mm 砼強(qiáng)度: C25 序號施工日期樁號第一次沉管高度時(shí)間(min)第一次沉管深度(m)第一次投料高度(m)第一次拔管時(shí)間(min)第二次沉管時(shí)間(min)第二次沉管深度(m)第二次投料高度(m)第二次拔管時(shí)間(min)砼方量m3充盈系數(shù)(1.20)操作損耗(1.5%)11311.3510611.313.2132.041.5%22311.3510611.313.2132.041.5%33311.3510611
2、.313.2132.041.5%44311.3510611.313.2132.041.5%55311.3510611.313.2132.041.5%66311.3510611.313.2132.041.5%77311.3510611.313.2132.041.5%88311.3510611.313.2132.041.5%99311.3510611.313.2132.041.5%1010311.3510611.313.2132.041.5%1111311.3510611.313.2132.041.5%1212311.3510611.313.2132.041.5%1313311.3510611.3
3、13.2132.041.5%1414311.3510611.313.2132.041.5%1515311.3510611.313.2132.041.5%項(xiàng)目負(fù)責(zé)人: 記錄員: 監(jiān)理工程師:沉管灌注樁施工記錄表工程名稱:工程 施工樁長: 11m 有效樁長: 10.5m 復(fù)打長度: 5m 樁徑: 377mm 鋼筋籠長: 9m 施工樁頂標(biāo)高: -0.6m 砼坍落度: 80100mm 砼強(qiáng)度: C25 序號施工日期樁號第一次沉管高度時(shí)間(min)第一次沉管深度(m)第一次投料高度(m)第一次拔管時(shí)間(min)第二次沉管時(shí)間(min)第二次沉管深度(m)第二次投料高度(m)第二次拔管時(shí)間(min)砼方量
4、m3充盈系數(shù)(1.20)操作損耗(1.5%)1616311.3510611.313.2132.041.5%1717311.3510611.313.2132.041.5%1818311.3510611.313.2132.041.5%1919311.3510611.313.2132.041.5%2020311.3510611.313.2132.041.5%2121311.3510611.313.2132.041.5%2222311.3510611.313.2132.041.5%2323311.3510611.313.2132.041.5%2424311.3510611.313.2132.041.5
5、%2525311.3510611.313.2132.041.5%2626311.3510611.313.2132.041.5%2727311.3510611.313.2132.041.5%2828311.3510611.313.2132.041.5%2929311.3510611.313.2132.041.5%3030311.3510611.313.2132.041.5%3131311.3510611.313.2132.041.5%3232311.3510611.313.2132.041.5%3333311.3510611.313.2132.041.5%項(xiàng)目負(fù)責(zé)人: 記錄員: 監(jiān)理工程師:沉管
6、灌注樁施工記錄表工程名稱:工程 施工樁長: 11m 有效樁長: 10.5m 復(fù)打長度: 5m 樁徑: 377mm 鋼筋籠長: 9m 施工樁頂標(biāo)高: -0.6m 砼坍落度: 80100mm 砼強(qiáng)度: C25 序號施工日期樁號第一次沉管高度時(shí)間(min)第一次沉管深度(m)第一次投料高度(m)第一次拔管時(shí)間(min)第二次沉管時(shí)間(min)第二次沉管深度(m)第二次投料高度(m)第二次拔管時(shí)間(min)砼方量m3充盈系數(shù)(1.20)操作損耗(1.5%)3434311.3510611.313.2132.041.5%3535311.3510611.313.2132.041.5%3636311.3510
7、611.313.2132.041.5%項(xiàng)目負(fù)責(zé)人: 記錄員: 監(jiān)理工程師:沉管灌注樁施工記錄表工程名稱:工程 施工樁長: 11m 有效樁長: 10.5m 復(fù)打長度: 5m 樁徑: 377mm 鋼筋籠長: 9m 施工樁頂標(biāo)高: -0.6m 砼坍落度: 80100mm 砼強(qiáng)度: C25 序號施工日期樁號第一次沉管高度時(shí)間(min)第一次沉管深度(m)第一次投料高度(m)第一次拔管時(shí)間(min)第二次沉管時(shí)間(min)第二次沉管深度(m)第二次投料高度(m)第二次拔管時(shí)間(min)砼方量m3充盈系數(shù)(1.20)操作損耗(1.5%)3737311.3510611.313.2132.041.5%3838
8、311.3510611.313.2132.041.5%3939311.3510611.313.2132.041.5%4040311.3510611.313.2132.041.5%4141311.3510611.313.2132.041.5%4242311.3510611.313.2132.041.5%4343311.3510611.313.2132.041.5%4444311.3510611.313.2132.041.5%4545311.3510611.313.2132.041.5%4646311.3510611.313.2132.041.5%4747311.3510611.313.2132.
9、041.5%4848311.3510611.313.2132.041.5%4949311.3510611.313.2132.041.5%5050311.3510611.313.2132.041.5%5151311.3510611.313.2132.041.5%5252311.3510611.313.2132.041.5%5353311.3510611.313.2132.041.5%5454311.3510611.313.2132.041.5%項(xiàng)目負(fù)責(zé)人: 記錄員: 監(jiān)理工程師:沉管灌注樁施工記錄表工程名稱:工程 施工樁長: 11m 有效樁長: 10.5m 復(fù)打長度: 5m 樁徑: 377mm
10、鋼筋籠長: 9m 施工樁頂標(biāo)高: -0.6m 砼坍落度: 80100mm 砼強(qiáng)度: C25 序號施工日期樁號第一次沉管高度時(shí)間(min)第一次沉管深度(m)第一次投料高度(m)第一次拔管時(shí)間(min)第二次沉管時(shí)間(min)第二次沉管深度(m)第二次投料高度(m)第二次拔管時(shí)間(min)砼方量m3充盈系數(shù)(1.20)操作損耗(1.5%)5555311.3510611.313.2132.041.5%5656311.3510611.313.2132.041.5%項(xiàng)目負(fù)責(zé)人: 記錄員: 監(jiān)理工程師:沉管灌注樁施工記錄表工程名稱:工程 施工樁長: 11m 有效樁長: 10.5m 復(fù)打長度: 5m 樁徑
11、: 377mm 鋼筋籠長: 9m 施工樁頂標(biāo)高: -0.6m 砼坍落度: 80100mm 砼強(qiáng)度: C25 序號施工日期樁號第一次沉管高度時(shí)間(min)第一次沉管深度(m)第一次投料高度(m)第一次拔管時(shí)間(min)第二次沉管時(shí)間(min)第二次沉管深度(m)第二次投料高度(m)第二次拔管時(shí)間(min)砼方量m3充盈系數(shù)(1.20)操作損耗(1.5%)5757311.3510611.313.2132.041.5%5858311.3510611.313.2132.041.5%5959311.3510611.313.2132.041.5%6060311.3510611.313.2132.041.5
12、%6161311.3510611.313.2132.041.5%6262311.3510611.313.2132.041.5%6363311.3510611.313.2132.041.5%6464311.3510611.313.2132.041.5%6565311.3510611.313.2132.041.5%6666311.3510611.313.2132.041.5%6767311.3510611.313.2132.041.5%6868311.3510611.313.2132.041.5%6969311.3510611.313.2132.041.5%7070311.3510611.313.
13、2132.041.5%7171311.3510611.313.2132.041.5%7272311.3510611.313.2132.041.5%7373311.3510611.313.2132.041.5%7474311.3510611.313.2132.041.5%項(xiàng)目負(fù)責(zé)人: 記錄員: 監(jiān)理工程師:沉管灌注樁施工記錄表工程名稱:工程 施工樁長: 11m 有效樁長: 10.5m 復(fù)打長度: 5m 樁徑: 377mm 鋼筋籠長: 9m 施工樁頂標(biāo)高: -0.6m 砼坍落度: 80100mm 砼強(qiáng)度: C25 序號施工日期樁號第一次沉管高度時(shí)間(min)第一次沉管深度(m)第一次投料高度(m)
14、第一次拔管時(shí)間(min)第二次沉管時(shí)間(min)第二次沉管深度(m)第二次投料高度(m)第二次拔管時(shí)間(min)砼方量m3充盈系數(shù)(1.20)操作損耗(1.5%)7575311.3510611.313.2132.041.5%7676311.3510611.313.2132.041.5%7777311.3510611.313.2132.041.5%項(xiàng)目負(fù)責(zé)人: 記錄員: 監(jiān)理工程師:沉管灌注樁施工記錄表工程名稱:工程 施工樁長: 11m 有效樁長: 10.5m 復(fù)打長度: 5m 樁徑: 377mm 鋼筋籠長: 9m 施工樁頂標(biāo)高: -0.6m 砼坍落度: 80100mm 砼強(qiáng)度: C25 序號施
15、工日期樁號第一次沉管高度時(shí)間(min)第一次沉管深度(m)第一次投料高度(m)第一次拔管時(shí)間(min)第二次沉管時(shí)間(min)第二次沉管深度(m)第二次投料高度(m)第二次拔管時(shí)間(min)砼方量m3充盈系數(shù)(1.20)操作損耗(1.5%)7878311.3510611.313.2132.041.5%7979311.3510611.313.2132.041.5%8080311.3510611.313.2132.041.5%8181311.3510611.313.2132.041.5%8282311.3510611.313.2132.041.5%8383311.3510611.313.2132.
16、041.5%8484311.3510611.313.2132.041.5%8585311.3510611.313.2132.041.5%8686311.3510611.313.2132.041.5%8787311.3510611.313.2132.041.5%8888311.3510611.313.2132.041.5%8989311.3510611.313.2132.041.5%9090311.3510611.313.2132.041.5%9191311.3510611.313.2132.041.5%9292311.3510611.313.2132.041.5%9393311.3510611
17、.313.2132.041.5%9494311.3510611.313.2132.041.5%9595311.3510611.313.2132.041.5%項(xiàng)目負(fù)責(zé)人: 記錄員: 監(jiān)理工程師:沉管灌注樁施工記錄表工程名稱:工程 施工樁長: 11m 有效樁長: 10.5m 復(fù)打長度: 5m 樁徑: 377mm 鋼筋籠長: 9m 施工樁頂標(biāo)高: -0.6m 砼坍落度: 80100mm 砼強(qiáng)度: C25 序號施工日期樁號第一次沉管高度時(shí)間(min)第一次沉管深度(m)第一次投料高度(m)第一次拔管時(shí)間(min)第二次沉管時(shí)間(min)第二次沉管深度(m)第二次投料高度(m)第二次拔管時(shí)間(min)砼
18、方量m3充盈系數(shù)(1.20)操作損耗(1.5%)9696311.3510611.313.2132.041.5%9797311.3510611.313.2132.041.5%項(xiàng)目負(fù)責(zé)人: 記錄員: 監(jiān)理工程師:沉管灌注樁施工記錄表工程名稱:工程 施工樁長: 11m 有效樁長: 10.5m 復(fù)打長度: 5m 樁徑: 377mm 鋼筋籠長: 9m 施工樁頂標(biāo)高: -0.6m 砼坍落度: 80100mm 砼強(qiáng)度: C25 序號施工日期樁號第一次沉管高度時(shí)間(min)第一次沉管深度(m)第一次投料高度(m)第一次拔管時(shí)間(min)第二次沉管時(shí)間(min)第二次沉管深度(m)第二次投料高度(m)第二次拔管
19、時(shí)間(min)砼方量m3充盈系數(shù)(1.20)操作損耗(1.5%)9898311.3510611.313.2132.041.5%9999311.3510611.313.2132.041.5%100100311.3510611.313.2132.041.5%101101311.3510611.313.2132.041.5%102102311.3510611.313.2132.041.5%103103311.3510611.313.2132.041.5%104104311.3510611.313.2132.041.5%105105311.3510611.313.2132.041.5%10610631
20、1.3510611.313.2132.041.5%107107311.3510611.313.2132.041.5%108108311.3510611.313.2132.041.5%109109311.3510611.313.2132.041.5%110110311.3510611.313.2132.041.5%111111311.3510611.313.2132.041.5%112112311.3510611.313.2132.041.5%113113311.3510611.313.2132.041.5%114114311.3510611.313.2132.041.5%115115311.3
21、510611.313.2132.041.5%項(xiàng)目負(fù)責(zé)人: 記錄員: 監(jiān)理工程師:沉管灌注樁施工記錄表工程名稱:工程 施工樁長: 11m 有效樁長: 10.5m 復(fù)打長度: 5m 樁徑: 377mm 鋼筋籠長: 9m 施工樁頂標(biāo)高: -0.6m 砼坍落度: 80100mm 砼強(qiáng)度: C25 序號施工日期樁號第一次沉管高度時(shí)間(min)第一次沉管深度(m)第一次投料高度(m)第一次拔管時(shí)間(min)第二次沉管時(shí)間(min)第二次沉管深度(m)第二次投料高度(m)第二次拔管時(shí)間(min)砼方量m3充盈系數(shù)(1.20)操作損耗(1.5%)116116311.3510611.313.2132.041.5
22、%117117311.3510611.313.2132.041.5%118118311.3510611.313.2132.041.5%項(xiàng)目負(fù)責(zé)人: 記錄員: 監(jiān)理工程師:沉管灌注樁施工記錄表工程名稱:工程 施工樁長: 11m 有效樁長: 10.5m 復(fù)打長度: 5m 樁徑: 377mm 鋼筋籠長: 9m 施工樁頂標(biāo)高: -0.6m 砼坍落度: 80100mm 砼強(qiáng)度: C25 序號施工日期樁號第一次沉管高度時(shí)間(min)第一次沉管深度(m)第一次投料高度(m)第一次拔管時(shí)間(min)第二次沉管時(shí)間(min)第二次沉管深度(m)第二次投料高度(m)第二次拔管時(shí)間(min)砼方量m3充盈系數(shù)(1.
23、20)操作損耗(1.5%)119119311.3510611.313.2132.041.5%120120311.3510611.313.2132.041.5%121121311.3510611.313.2132.041.5%122122311.3510611.313.2132.041.5%123123311.3510611.313.2132.041.5%124124311.3510611.313.2132.041.5%125125311.3510611.313.2132.041.5%126126311.3510611.313.2132.041.5%127127311.3510611.313.2
24、132.041.5%128128311.3510611.313.2132.041.5%129129311.3510611.313.2132.041.5%130130311.3510611.313.2132.041.5%131131311.3510611.313.2132.041.5%132132311.3510611.313.2132.041.5%133133311.3510611.313.2132.041.5%項(xiàng)目負(fù)責(zé)人: 記錄員: 監(jiān)理工程師:沉管灌注樁施工記錄表工程名稱:工程 施工樁長: 11m 有效樁長: 10.5m 復(fù)打長度: 5m 樁徑: 377mm 鋼筋籠長: 9m 施工樁頂標(biāo)高
25、: -0.6m 砼坍落度: 80100mm 砼強(qiáng)度: C25 序號施工日期樁號第一次沉管高度時(shí)間(min)第一次沉管深度(m)第一次投料高度(m)第一次拔管時(shí)間(min)第二次沉管時(shí)間(min)第二次沉管深度(m)第二次投料高度(m)第二次拔管時(shí)間(min)砼方量m3充盈系數(shù)(1.20)操作損耗(1.5%)134134311.3510611.313.2132.041.5%135135311.3510611.313.2132.041.5%136136311.3510611.313.2132.041.5%137137311.3510611.313.2132.041.5%138138311.3510
26、611.313.2132.041.5%139139311.3510611.313.2132.041.5%140140311.3510611.313.2132.041.5%141141311.3510611.313.2132.041.5%142142311.3510611.313.2132.041.5%143143311.3510611.313.2132.041.5%144144311.3510611.313.2132.041.5%145145311.3510611.313.2132.041.5%146146311.3510611.313.2132.041.5%147147311.3510611
27、.313.2132.041.5%148148311.3510611.313.2132.041.5%項(xiàng)目負(fù)責(zé)人: 記錄員: 監(jiān)理工程師:沉管灌注樁施工記錄表工程名稱:工程 施工樁長: 11m 有效樁長: 10.5m 復(fù)打長度: 5m 樁徑: 377mm 鋼筋籠長: 9m 施工樁頂標(biāo)高: -0.6m 砼坍落度: 80100mm 砼強(qiáng)度: C25 序號施工日期樁號第一次沉管高度時(shí)間(min)第一次沉管深度(m)第一次投料高度(m)第一次拔管時(shí)間(min)第二次沉管時(shí)間(min)第二次沉管深度(m)第二次投料高度(m)第二次拔管時(shí)間(min)砼方量m3充盈系數(shù)(1.20)操作損耗(1.5%)14914
28、9311.3510611.313.2132.041.5%150150311.3510611.313.2132.041.5%151151311.3510611.313.2132.041.5%152152311.3510611.313.2132.041.5%153153311.3510611.313.2132.041.5%154154311.3510611.313.2132.041.5%155155311.3510611.313.2132.041.5%156156311.3510611.313.2132.041.5%157157311.3510611.313.2132.041.5%158158311.3510611.313.2132.041.5%159159311.3510611.313.2132.041.5%160160311.3510611.313.2132.041.5%項(xiàng)目負(fù)責(zé)人: 記錄員: 監(jiān)理工程師: