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1、混凝土灌注桩施工记录工程名称:洛阳升龙广场C区1#楼商业裙房及地下车库桩设计数:Ф800施工班组:洛阳百坚岩土工程有限公司砼强度等级:C30桩施工数:16桩顶设计标高:-12.15m(单桩)-12.35m(双桩)序号施工日期桩孔编号设计尺寸成孔尺寸桩成孔计算体积(m3)砼实灌体积(m3)备注桩径(m)桩长(m)桩径(m)桩长(m)垂直度偏差(cm)12012.7.111#0.8120.8112.2≤0.56.456.55试桩22012.7.112#0.8120.8212.1≤0.56.456.6032012.7.113#0.8120.8512.1≤0.56.456.61试桩42012
2、.7.114#0.8120.8112.3≤0.56.456.5152012.7.115#0.8120.8012.2≤0.56.456.52试桩62012.7.116#0.8120.8212.0≤0.56.456.4572012.7.117#0.8120.8212.3≤0.56.456.61试桩82012.7.118#0.8120.8312.3≤0.56.456.59试桩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施工单位:(章)项目技术负责人:施工员:质量监督注册登记号:洛阳市建筑工程质量监督站监制混凝土灌注桩施工记录工程名称:洛阳升龙广场C区1#楼商业裙房及地下车库桩设计数:Ф800施工班组:洛
4、阳百坚岩土工程有限公司砼强度等级:C30桩施工数:14桩顶设计标高:-12.15m(单桩)-12.35m(双桩)序号施工日期桩孔编号设计尺寸成孔尺寸桩成孔计算体积(m3)砼实灌体积(m3)备注桩径(m)桩长(m)桩径(m)桩长(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施工单位:(章)项目技术负责人:施工员:质量监督注册登记号:洛阳市建筑工程质量监督站监制混凝土灌注桩施工记录工程名称:洛阳升龙广场C区1#楼商业裙房及地下车库桩设计数:Ф800施工班组:洛阳百坚岩土工程有限公司砼强度等级:C30桩施工数:14桩顶设计标高:-12.15m(单桩)-12.35m(双桩)序号施工日期桩孔编号设计尺寸成孔尺寸桩成孔计算体积(m3)砼实灌体积(m3)备注桩径(m)桩长(m)桩径(m)桩长(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.
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