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1、混凝土灌注樁施工記錄工程名稱：洛陽升龍廣場C區(qū)1#樓商業(yè)裙房及地下車庫樁設(shè)計數(shù)：Ф800施工班組：洛陽百堅巖土工程有限公司砼強度等級：C30樁施工數(shù)：16樁頂設(shè)計標高：-12.15m（單樁）-12.35m（雙樁）序號施工日期樁孔編號設(shè)計尺寸成孔尺寸樁成孔計算體積（m3）砼實灌體積（m3）備注樁徑（m）樁長（m）樁徑（m）樁長（m）垂直度偏差（cm）12012.7.111#0.8120.8112.2≤0.56.456.55試樁22012.7.112#0.8120.8212.1≤0.56.456.6032012.7.113#0.8120.8512.1≤0.56.456.61試樁42012
2、.7.114#0.8120.8112.3≤0.56.456.5152012.7.115#0.8120.8012.2≤0.56.456.52試樁62012.7.116#0.8120.8212.0≤0.56.456.4572012.7.117#0.8120.8212.3≤0.56.456.61試樁82012.7.118#0.8120.8312.3≤0.56.456.59試樁92012.7.119#0.8120.8212.2≤0.56.456.55102012.7.1110#0.8120.8012.1≤0.56.456.60112012.7.1111#0.8120.8212.3≤0.56.
3、456.61122012.7.1112#0.8120.8312.1≤0.56.456.51132012.7.1113#0.8120.8412.1≤0.56.456.52142012.7.1114#0.8120.8112.2≤0.56.456.45152012.7.1115#0.8120.8212.2≤0.56.456.55162012.7.1116#0.8120.8212.1≤0.56.456.61施工單位：（章）項目技術(shù)負責(zé)人：施工員：質(zhì)量監(jiān)督注冊登記號：洛陽市建筑工程質(zhì)量監(jiān)督站監(jiān)制混凝土灌注樁施工記錄工程名稱：洛陽升龍廣場C區(qū)1#樓商業(yè)裙房及地下車庫樁設(shè)計數(shù)：Ф800施工班組：洛
4、陽百堅巖土工程有限公司砼強度等級：C30樁施工數(shù)：14樁頂設(shè)計標高：-12.15m（單樁）-12.35m（雙樁）序號施工日期樁孔編號設(shè)計尺寸成孔尺寸樁成孔計算體積（m3）砼實灌體積（m3）備注樁徑（m）樁長（m）樁徑（m）樁長（m）垂直度偏差（cm）12012.7.2516#0.8120.8512.3≤0.56.456.5922012.7.2517#0.8120.8112.2≤0.56.456.5132012.7.2518#0.8120.8012.2≤0.56.456.5442012.7.2519#0.8120.8212.3≤0.56.456.4952012.7.2520#0.812
5、0.8212.2≤0.56.456.5762012.7.2521#0.8120.8312.0≤0.56.456.4972012.7.2522#0.8120.8112.3≤0.56.456.6082012.7.2523#0.8120.8112.2≤0.56.456.5192012.7.2524#0.8120.8212.1≤0.56.456.52102012.7.2525#0.8120.8512.3≤0.56.456.61112012.7.2526#0.8120.8112.0≤0.56.456.57122012.7.2527#0.8120.8012.3≤0.56.456.49132012
6、.7.2528#0.8120.8212.2≤0.56.456.55142012.7.2529#0.8120.8312.2≤0.56.456.60施工單位：（章）項目技術(shù)負責(zé)人：施工員：質(zhì)量監(jiān)督注冊登記號：洛陽市建筑工程質(zhì)量監(jiān)督站監(jiān)制混凝土灌注樁施工記錄工程名稱：洛陽升龍廣場C區(qū)1#樓商業(yè)裙房及地下車庫樁設(shè)計數(shù)：Ф800施工班組：洛陽百堅巖土工程有限公司砼強度等級：C30樁施工數(shù)：14樁頂設(shè)計標高：-12.15m（單樁）-12.35m（雙樁）序號施工日期樁孔編號設(shè)計尺寸成孔尺寸樁成孔計算體積（m3）砼實灌體積（m3）備注樁徑（m）樁長（m）樁徑（m）樁長（m）垂直度偏差（cm）1201
7、2.7.2830#0.8120.8212.3≤0.56.456.4522012.7.2831#0.8120.8012.2≤0.56.456.6132012.7.2832#0.8120.8212.3≤0.56.456.5942012.7.2833#0.8120.8412.1≤0.56.456.4952012.7.2834#0.8120.8212.1≤0.56.456.5162012.7.2835#0.8120.8312.2≤0.56.456.5472012.
