1、钻（冲）孔灌注桩施工资料汇总表GD2301025总承包单位桩基分包桩基分包负专业质量单位(子单位)工程名称：教育培训中心 施工总承包单位： 项目经理： 单位： 责人： 检查员： 序号桩号开工日期验收日期桩端持力层岩性进入持力层深度(m)沉渣厚度(mm)桩顶标高(m)桩长(m)桩径(m)桩垂直度偏差(%)桩位偏差(mm)钢筋笼混凝土工程长度(m)纵筋数量、级别、直径、间距箍筋直径、级别、间距顶部标高(m)坍落度(mm)混凝土浇筑量混凝土强度(Mpa)理论用量(m3)实际用量(m3)混凝土充盈系数设计强度等级试块其他检测结果设计实测设计实测设计实测设计实测设计实测试块强度报告编号11微风化1.32
2、0-5.5-4.278.07.90.80.90.2128.547.3714181508100200-4.96-4.962103.976.51.64C2532.6BG/HY050131-3129微风化1.430-5.6-3.893.07.71.21.250.18263.545.8922181508100200-5.06-5.061957.919.01.13C2529.5BG/HY050131-3138微风化0.910-5.6-3.97.07.770.80.850.23507.546.6714181508100200-5.06-5.062003.955.01.26C2529.0BG/HY05013
3、1-31414微风化0.830-5.6-4.86.57.180.80.850.45377.046.9814181508100200-5.06-5.062053.64.31.19C2528.8BG/HY050131-31515微风化1.220-5.6-4.45.56.931.21.280.3286.046.3322181508100200-5.06-5.062107.88.01.02C2528.3BG/HY050131-31627微风化0.830-5.6-4.86.56.560.80.90.25327.046.3614181508100200-5.06-5.062153.35.01.51C252
4、8.3BG/HY050131-31716微风化1.240-5.6-4.46.06.941.21.250.36676.546.3422181508100200-5.06-5.062057.849.01.14C2529.0BG/HY020131-32840微风化0.830-5.6-4.86.56.570.80.850.13407.046.4014181508100200-5.06-5.062003.34.01.21C2529.0BG/HY050131-32928微风化1.230-5.6-4.47.58.061.21.250.33298.047.4622181508100200-5.06-5.061
5、958.99.01.01C2527.3BG/HY050221-231052微风化0.830-5.6-4.86.06.640.80.850.61836.546.4414181508100200-5.06-5.062053.334.51.35C2525.5BG/HY050218-011129微风化1.230-5.6-4.48.08.71.21.250.38246.546.0822181508100200-5.06-5.062109.09.01.0C2525.0BG/HY050218-011265微风化0.840-5.6-4.86.06.280.80.850.26438.548.1014181508
6、100200-5.06-5.062053.164.51.42C2526.1BG/HY050218-011372微风化0.840-5.6-4.85.55.630.80.850.42636.045.4314181508100200-5.06-5.061952.834.51.59C2532.2BG/HY050223-22142微风化0.830-5.5-4.73.05.960.80.850.16283.545.7614181508100200-4.96-4.961902.994.51.5C2526.1BG/HY050223-221541微风化1.230-5.6-4.47.57.351.21.250.33428.046.7522181508100200-5.06-5.061958.39.01.08C2526.7BG/HY050223-221673微风化0.840-5.6-4.86.05.50.80.850.19326.545.3014181508100200-5.06-5.052002.764.51.63C2527.1BG/HY050223-22资料员：整理时间 年 月 日，第 页、 共 页
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