钻(冲)孔灌注桩施工资料汇总表.docx

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1、钻（冲）孔灌注桩施工资料汇总表广州甘蔗糖业研究所单位(子单位)工程名称：教育培训中心1幢序桩桩端开工日期验收日期持力层号号岩性□□GD2301025总承包单位桩基分包桩基分包负专业质量施工总承包单位：广州市建筑集团有限公司项目经理：吴智星单位：责人：检查员：李启颖桩顶标桩长桩径钢筋笼混凝土工程长度顶部标高混凝土浇筑量混凝土强度(Mpa)进入持沉渣高(m)(m)(m)桩垂直桩位纵筋数箍筋直(m)量、级(m)坍落力层深厚度度偏差偏差试块径、级理论实际设计别、直度度(m)(mm)(%)(mm)别、间混凝土设实设实设实设实径、间设实(

2、mm)用量用量强度其他检测结果距充盈系数计测计测计测计测计测(m3)(m3)等级试块强度报告编号距112005.1.32005.1.6微风化292005.1.72005.1.9微风化382005.1.72005.1.10微风化4142005.1.102005.1.12微风化5152005.1.102005.1.12微风化6272005.1.142005.1.16微风化7162005.1.142005.1.16微风化8402005.1.172005.1.18微风化9282005.1.182005.1.21微风化10522005.1

3、.202005.1.22微风化11292005.1.222005.1.24微风化12652005.1.222005.1.24微风化13722005.1.252005.1.27微风化1422005.1.262005.1.28微风化15412005.1.252005.1.28微风化16732005.1.282005.1.29微风化1.320-5.5-4.278.07.90.80.90.2128.541.430-5.6-3.893.07.71.21.250.18263.540.910-5.6-3.97.07.770.80.850.2

4、3507.540.830-5.6-4.86.57.180.80.850.45377.041.220-5.6-4.45.56.931.21.280.3286.040.830-5.6-4.86.56.560.80.90.25327.041.240-5.6-4.46.06.941.21.250.36676.540.830-5.6-4.86.56.570.80.850.13407.041.230-5.6-4.47.58.061.21.250.33298.040.830-5.6-4.86.06.640.80.850.61836.541.2

5、30-5.6-4.48.08.71.21.250.38246.540.840-5.6-4.86.06.280.80.850.26438.540.840-5.6-4.85.55.630.80.850.42636.040.830-5.5-4.73.05.960.80.850.16283.541.230-5.6-4.47.57.351.21.250.33428.040.840-5.6-4.86.05.50.80.850.19326.54资料员：7.3714φ18@1505.8922φ18@1506.6714φ18@1506.9814

6、φ18@1506.3322φ18@1506.3614φ18@1506.3422φ18@1506.4014φ18@1507.4622φ18@1506.4414φ18@1506.0822φ18@1508.1014φ18@1505.4314φ18@1505.7614φ18@1506.7522φ18@1505.3014φ18@150φ8@100~200φ8@100~200φ8@100~200φ8@100~200φ8@100~200φ8@100~200φ8@100~200φ8@100~200φ8@100~200φ8@100~200φ8@

7、100~200φ8@100~200φ8@100~200φ8@100~200φ8@100~200φ8@100~200-4.96-4.96-5.06-5.06-5.06-5.06-5.06-5.06-5.06-5.06-5.06-5.06-5.06-5.06-5.06-5.06-5.06-5.06-5.06-5.06-5.06-5.06-5.06-5.06-5.06-5.06-4.96-4.96-5.06-5.06-5.06-5.05整理时间2103.976.51.64C2532.61957.919.01.13C2529.520

8、03.955.01.26C2529.02053.64.31.19C2528.82107.88.01.02C2528.32153.35.01.51C2528.32057.849.01.14C2529.02003.34.01.21C2529.01958.99.01.