人工挖孔桩的从签证到工程量计算

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,人工挖孔桩隐蔽工程记录,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,表D2-3-5,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,编号：,,,04

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,工程名称,,,,,,****工程11#楼,,,,,,,,,,,,,施工单位,,,,,****集团有限公司,,,,,,,,,,监理单位,,,,,,****建设监理有限公司,,,,,,

,序号,,桩号,,,"桩径d

（m）",,,,"护壁

情况",,,"持力层

土层",,,入岩深度（m）,,扩展尺寸,,,,,,,,,"成孔深度（不包括扩大头）

(m)",,,,"钢筋笼

",,,,,,"砼墩

长L1

(m)",,,砼标号,,,"浇灌

时间",,,"隐蔽内容及施工质

量情况说明和附图",

,,,,,,,,,,,,,,,,,,"扩高(h)

(mm)

",,,"扩径(D)

(mm)

",,,"矢高

(m)",,,,,,,长度(m),,,规格,,,,,,,,,,,,,

,31,,31,,,0.9,,,,"混凝土

护壁",,,（4）粘土层,,,0.53,,1300,,,2200,,,0.33,,,11.85,,,,11.65,,,12B12,,,10.65,,,C20,,,09.3.11,,,,

,32,,32,,,0.8,,,,"混凝土

护壁",,,（4）粘土层,,,0.47,,1000,,,1800,,,0.27,,,10.65,,,,10.45,,,10B12,,,9.45,,,C20,,,09.3.11,,,,

,33,,33,,,0.8,,,,"混凝土

护壁",,,（4）粘土层,,,0.425,,700,,,1500,,,0.225,,,10.95,,,,10.75,,,10B12,,,9.75,,,C20,,,09.3.11,,,,

,34,,34,,,0.8,,,,"混凝土

护壁",,,（4）粘土层,,,0.5,,1200,,,2000,,,0.3,,,10.65,,,,10.45,,,10B12,,,9.45,,,C20,,,09.3.11,,,,

,35,,35,,,0.8,,,,"混凝土

护壁",,,（4）粘土层,,,0.5,,1200,,,2000,,,0.3,,,11.05,,,,10.85,,,10B12,,,9.85,,,C20,,,09.3.11,,,,

,36,,36,,,0.9,,,,"混凝土

护壁",,,（4）粘土层,,,0.53,,1300,,,2200,,,0.33,,,11.25,,,,11.05,,,12B12,,,10.05,,,C20,,,09.3.11,,,,

,37,,37,,,0.8,,,,"混凝土

护壁",,,（4）粘土层,,,0.5,,1200,,,2000,,,0.3,,,10.95,,,,10.75,,,10B12,,,9.75,,,C20,,,09.3.11,,,,

,38,,38,,,0.8,,,,"混凝土

护壁",,,（4）粘土层,,,0.5,,1200,,,2000,,,0.3,,,11.65,,,,11.45,,,10B12,,,10.45,,,C20,,,09.3.11,,,,

,39,,39,,,0.8,,,,"混凝土

护壁",,,（4）粘土层,,,0.425,,700,,,1500,,,0.225,,,10.65,,,,10.45,,,10B12,,,9.45,,,C20,,,09.3.11,,,,

,40,,40,,,0.8,,,,"混凝土

护壁",,,（4）粘土层,,,0.425,,700,,,1200,,,0.225,,,10.85,,,,10.65,,,10B12,,,9.65,,,C20,,,09.3.11,,,,

,"施工

单位

检查

结果",,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,"监理

单位

验收

结果",,,验收结论：,,,,,,,,,,,

,,,,,,符合图纸设计及规范要求,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

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,,,,,,施工员：,,,,,,,,,,质检员：,,,,,,,,技术负责人：,,,,