人工挖孔樁的從簽證到工程量計(jì)算

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,人工挖孔樁隱蔽工程記錄,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,表D2-3-5,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,編號(hào)：,,,04

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,工程名稱,,,,,,****工程11#樓,,,,,,,,,,,,,施工單位,,,,,****集團(tuán)有限公司,,,,,,,,,,監(jiān)理單位,,,,,,****建設(shè)監(jiān)理有限公司,,,,,,

,序號(hào),,樁號(hào),,,"樁徑d

（m）",,,,"護(hù)壁

情況",,,"持力層

土層",,,入巖深度（m）,,擴(kuò)展尺寸,,,,,,,,,"成孔深度（不包括擴(kuò)大頭）

(m)",,,,"鋼筋籠

",,,,,,"砼墩

長L1

(m)",,,砼標(biāo)號(hào),,,"澆灌

時(shí)間",,,"隱蔽內(nèi)容及施工質(zhì)

量情況說明和附圖",

,,,,,,,,,,,,,,,,,,"擴(kuò)高(h)

(mm)

",,,"擴(kuò)徑(D)

(mm)

",,,"矢高

(m)",,,,,,,長度(m),,,規(guī)格,,,,,,,,,,,,,

,31,,31,,,0.9,,,,"混凝土

護(hù)壁",,,（4）粘土層,,,0.53,,1300,,,2200,,,0.33,,,11.85,,,,11.65,,,12B12,,,10.65,,,C20,,,09.3.11,,,,

,32,,32,,,0.8,,,,"混凝土

護(hù)壁",,,（4）粘土層,,,0.47,,1000,,,1800,,,0.27,,,10.65,,,,10.45,,,10B12,,,9.45,,,C20,,,09.3.11,,,,

,33,,33,,,0.8,,,,"混凝土

護(hù)壁",,,（4）粘土層,,,0.425,,700,,,1500,,,0.225,,,10.95,,,,10.75,,,10B12,,,9.75,,,C20,,,09.3.11,,,,

,34,,34,,,0.8,,,,"混凝土

護(hù)壁",,,（4）粘土層,,,0.5,,1200,,,2000,,,0.3,,,10.65,,,,10.45,,,10B12,,,9.45,,,C20,,,09.3.11,,,,

,35,,35,,,0.8,,,,"混凝土

護(hù)壁",,,（4）粘土層,,,0.5,,1200,,,2000,,,0.3,,,11.05,,,,10.85,,,10B12,,,9.85,,,C20,,,09.3.11,,,,

,36,,36,,,0.9,,,,"混凝土

護(hù)壁",,,（4）粘土層,,,0.53,,1300,,,2200,,,0.33,,,11.25,,,,11.05,,,12B12,,,10.05,,,C20,,,09.3.11,,,,

,37,,37,,,0.8,,,,"混凝土

護(hù)壁",,,（4）粘土層,,,0.5,,1200,,,2000,,,0.3,,,10.95,,,,10.75,,,10B12,,,9.75,,,C20,,,09.3.11,,,,

,38,,38,,,0.8,,,,"混凝土

護(hù)壁",,,（4）粘土層,,,0.5,,1200,,,2000,,,0.3,,,11.65,,,,11.45,,,10B12,,,10.45,,,C20,,,09.3.11,,,,

,39,,39,,,0.8,,,,"混凝土

護(hù)壁",,,（4）粘土層,,,0.425,,700,,,1500,,,0.225,,,10.65,,,,10.45,,,10B12,,,9.45,,,C20,,,09.3.11,,,,

,40,,40,,,0.8,,,,"混凝土

護(hù)壁",,,（4）粘土層,,,0.425,,700,,,1200,,,0.225,,,10.85,,,,10.65,,,10B12,,,9.65,,,C20,,,09.3.11,,,,

,"施工

單位

檢查

結(jié)果",,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,"監(jiān)理

單位

驗(yàn)收

結(jié)果",,,驗(yàn)收結(jié)論：,,,,,,,,,,,

,,,,,,符合圖紙?jiān)O(shè)計(jì)及規(guī)范要求,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

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,,,,,,施工員：,,,,,,,,,,質(zhì)檢員：,,,,,,,,技術(shù)負(fù)責(zé)人：,,,,