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市政基础设施工程,,,,,,,,,,,,,,,,,,,,,,
旋挖桩钻进记录,,,,,,,,,,,,,,,,,,,,,,
"市政施—49
共页,第页",,,,,,,,,,,,,,,,,,,,,,
工程名称,,,,,,,,,,,,承包单位,,,,,,,,,,
单位工程名称,,,,,,,,,,,,分包单位,,,,,,,,,,
桩号,"地面标高
(m)",,"设计桩径
(m)",,"设计桩顶标高
(m)",,"桩底标高
(m)",,"孔深
(m)","设计桩端持力
层岩(土)性",,"设计嵌岩深度
(m)",,"护简顶标高
(m)",,,"护简底标高
(m)",,"钻机型号及编
号",,"钴头类型
及直径(m)",
57,16.90,,0.6,,15.92,,11.1,,5.8,,,,,,,,,,SR250,,0.6,
时间,,,,,,,"工作
内容",钻进深度(m),,,,,"孔底标
高
(m)","垂直
度
(9%)","孔中心偏差
(mm)",,,"地质情
况及取
样编号",泥浆,,,备注
月日,起,,止,,,"累计时间
(min)",,本次,,,累计,,,,,,,,"相对
密度","粘度
(Pa·s)",,
,时,分,时,分,,,,,,,,,,,织,横,,,,,,
10月25日,8:22,,8:27,,,0:05,旋挖桩,0.86,,,0.86,,16.04,0.0,4,1,,粘土,,,,
10月25日,8:27,,8:32,,,0:10,旋挖桩,1.13,,,1.99,,14.91,0.0,0,3,,粘土,,,,
10月25日,8:32,,8:37,,,0:15,旋挖桩,0.95,,,2.94,,13.96,0.0,3,0,,粘土,,,,
10月25日,8:37,,8:42,,,0:20,旋挖桩,0.98,,,3.92,,12.98,0.0,3,5,,全风化,,,,
10月25日,8:42,,8:47,,,0:25,旋挖桩,0.84,,,4.76,,12.14,0.1,2,3,,强风化,,,,
10月25日,8:47,,8:50,,,0:28,旋挖桩,1.04,,,5.80,,11.10,0.1,4,4,,强风化,,,,
,,,,,,,,,,,,,,,,,,,,,,,
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,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
市政基础设施工程,,,,,,,,,,,,,,,,,,,,,,
旋挖桩钻进记录,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,"市政施—49
共页,第页",,
工程名称,,,,,,,,,,,,承包单位,,,,,,,,,,
单位工程名称,,,,,,,,,,,,分包单位,,,,,,,,,,
桩号,"地面标高
(m)",,"设计桩径
(m)",,"设计桩顶标高
(m)",,"桩底标高
(m)",,"孔深
(m)","设计桩端持力
层岩(土)性",,"设计嵌岩深度
(m)",,"护简顶标高
(m)",,,"护简底标高
(m)",,"钻机型号及编
号",,"钴头类型
及直径(m)",
58,16.90,,0.6,,15.92,,11.4,,5.5,,,,,,,,,,SR250,,0.6,
时间,,,,,,,"工作
内容",钻进深度(m),,,,,"孔底标
高
(m)","垂直
度
(%)","孔中心偏差
(mm)",,,"地质情
况及取
样编号",泥浆,,,备注
月日,起,,止,,,"累计时间
(min)",,本次,,,累计,,,,,,,,"相对
密度","粘度
(Pa·s)",,
,时,分,时,分,,,,,,,,,,,纵,横,,,,,,
10月25日,8:53,,8:58,,,0:05,旋挖桩,0.87,,,0.87,,16.03,0.0,0,1,,粘土,,,,
10月25日,8:58,,9:03,,,0:10,旋挖桩,0.84,,,1.71,,15.19,0.1,4,4,,粘土,,,,
10月25日,9:03,,9:08,,,0:15,旋挖桩,0.89,,,2.60,,14.30,0.0,2,4,,粘土,,,,
10月25日,9:08,,9:13,,,0:20,旋挖桩,0.91,,,3.51,,13.39,0.0,4,3,,全风化,,,,
10月25日,9:13,,9:18,,,0:25,旋挖桩,0.81,,,4.32,,12.58,0.0,4,0,,强风化,,,,
10月25日,9:18,,9:23,,,0:30,旋挖桩,1.18,,,5.50,,11.40,0.0,2,4,,强风化,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
市政基础设施工程,,,,,,,,,,,,,,,,,,,,,,
旋挖桩钻进记录,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,"市政施—49
共页,第页",,
工程名称,,,,,,,,,,,,承包单位,,,,,,,,,,
单位工程名称,,,,,,,,,,,,分包单位,,,,,,,,,,
桩号,"地面标高
(m)",,"设计桩径
(m)",,"设计桩顶标高
(m)",,"桩底标高
(m)",,"孔深
(m)","设计桩端持力
层岩(土)性",,"设计嵌岩深度
(m)",,"护简顶标高
(m)",,,"护简底标高
(m)",,"钻机型号及编
号",,"钴头类型
及直径(m)",
59,16.90,,0.6,,15.93,,11.25,,5.65,,,,,,,,,,SR250,,0.6,
时间,,,,,,,"工作
内容",钻进深度(m),,,,,"孔底标
高
(m)","垂直
度
(%)","孔中心偏差
(mm)",,,"地质情
况及取
样编号",泥浆,,,备注
月日,起,,止,,,"累计时间
(min)",,本次,,,累计,,,,,,,,"相对
密度","粘度
(Pa·s)",,
,时,分,时,分,,,,,,,,,,,纵,横,,,,,,
10月25日,9:27,,9:32,,,0:05,旋挖桩,1.19,,,1.19,,15.71,0.1,2,2,,粘土,,,,
10月25日,9:32,,9:37,,,0:10,旋挖桩,1.05,,,2.24,,14.66,0.0,3,3,,粘土,,,,
10月25日,9:37,,9:42,,,0:15,旋挖桩,0.86,,,3.10,,13.80,0.0,3,5,,粘土,,,,
10月25日,9:42,,9:47,,,0:20,旋挖桩,0.90,,,4.00,,12.90,0.1,2,3,,全风化,,,,
10月25日,9:47,,9:52,,,0:25,旋挖桩,0.92,,,4.92,,11.98,0.1,4,1,,强风化,,,,
10月25日,9:52,,9:58,,,0:31,旋挖桩,0.73,,,5.65,,11.25,0.1,3,1,,强风化,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
市政基础设施工程,,,,,,,,,,,,,,,,,,,,,,
旋挖桩钻进记录,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,"市政施—49
共页,第页",,
工程名称,,,,,,,,,,,,承包单位,,,,,,,,,,
单位工程名称,,,,,,,,,,,,分包单位,,,,,,,,,,
桩号,"地面标高
(m)",,"设计桩径
(m)",,"设计桩顶标高
(m)",,"桩底标高
(m)",,"孔深
(m)","设计桩端持力
层岩(土)性",,"设计嵌岩深度
(m)",,"护简顶标高
(m)",,,"护简底标高
(m)",,"钻机型号及编
号",,"钴头类型
及直径(m)",
60,16.90,,0.6,,15.93,,11.4,,5.5,,,,,,,,,,SR250,,0.6,
时间,,,,,,,"工作
内容",钻进深度(m),,,,,"孔底标
高
(m)","垂直
度
(%)","孔中心偏差
(mm)",,,"地质情
况及取
样编号",泥浆,,,备注
月日,起,,止,,,"累计时间
(min)",,本次,,,累计,,,,,,,,"相对
密度","粘度
(Pa·s)",,
,时,分,时,分,,,,,,,,,,,纵,横,,,,,,
10月25日,10:02,,10:07,,,0:05,旋挖桩,0.88,,,0.88,,16.02,0.1,4,3,,粘土,,,,
10月25日,10:07,,10:12,,,0:10,旋挖桩,0.87,,,1.75,,15.15,0.1,4,4,,粘土,,,,
10月25日,10:12,,10:17,,,0:15,旋挖桩,0.85,,,2.60,,14.30,0.0,5,3,,粘土,,,,
10月25日,10:17,,10:22,,,0:20,旋挖桩,0.85,,,3.45,,13.45,0.1,0,5,,全风化,,,,
10月25日,10:22,,10:27,,,0:25,旋挖桩,0.91,,,4.36,,12.54,0.0,1,5,,强风化,,,,
10月25日,10:27,,10:32,,,0:30,旋挖桩,1.14,,,5.50,,11.40,0.0,4,4,,强风化,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
市政基础设施工程,,,,,,,,,,,,,,,,,,,,,,
旋挖桩钻进记录,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,"市政施—49
共页,第页",,
工程名称,,,,,,,,,,,,承包单位,,,,,,,,,,
单位工程名称,,,,,,,,,,,,分包单位,,,,,,,,,,
桩号,"地面标高
(m)",,"设计桩径
(m)",,"设计桩顶标高
(m)",,"桩底标高
(m)",,"孔深
(m)","设计桩端持力
层岩(土)性",,"设计嵌岩深度
(m)",,"护简顶标高
(m)",,,"护简底标高
(m)",,"钻机型号及编
号",,"钴头类型
及直径(m)",
61,16.88,,0.6,,15.93,,11.16,,5.72,,,,,,,,,,SR250,,0.6,
时间,,,,,,,"工作
内容",钻进深度(m),,,,,"孔底标
高
(m)","垂直
度
(%)","孔中心偏差
(mm)",,,"地质情
况及取
样编号",泥浆,,,备注
月日,起,,止,,,"累计时间
(min)",,本次,,,累计,,,,,,,,"相对
密度","粘度
(Pa·s)",,
,时,分,时,分,,,,,,,,,,,纵,横,,,,,,
10月25日,10:36,,10:41,,,0:05,旋挖桩,0.88,,,0.88,,16.00,0.1,0,4,,粘土,,,,
10月25日,10:41,,10:46,,,0:10,旋挖桩,1.19,,,2.07,,14.81,0.0,3,4,,粘土,,,,
10月25日,10:46,,10:51,,,0:15,旋挖桩,0.82,,,2.89,,13.99,0.1,0,1,,粘土,,,,
10月25日,10:51,,10:56,,,0:20,旋挖桩,0.93,,,3.82,,13.06,0.0,3,2,,全风化,,,,
10月25日,10:56,,11:01,,,0:25,旋挖桩,0.94,,,4.76,,12.12,0.1,4,4,,强风化,,,,
10月25日,11:01,,11:07,,,0:31,旋挖桩,0.96,,,5.72,,11.16,0.0,5,3,,强风化,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
市政基础设施工程,,,,,,,,,,,,,,,,,,,,,,
旋挖桩钻进记录,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,"市政施—49
共页,第页",,
工程名称,,,,,,,,,,,,承包单位,,,,,,,,,,
单位工程名称,,,,,,,,,,,,分包单位,,,,,,,,,,
桩号,"地面标高
(m)",,"设计桩径
(m)",,"设计桩顶标高
(m)",,"桩底标高
(m)",,"孔深
(m)","设计桩端持力
层岩(土)性",,"设计嵌岩深度
(m)",,"护简顶标高
(m)",,,"护简底标高
(m)",,"钻机型号及编
号",,"钴头类型
及直径(m)",
62,16.96,,0.6,,15.93,,11.42,,5.54,,,,,,,,,,SR250,,0.6,
时间,,,,,,,"工作
内容",钻进深度(m),,,,,"孔底标
高
(m)","垂直
度
(%)","孔中心偏差
(mm)",,,"地质情
况及取
样编号",泥浆,,,备注
月日,起,,止,,,"累计时间
(min)",,本次,,,累计,,,,,,,,"相对
密度","粘度
(Pa·s)",,
,时,分,时,分,,,,,,,,,,,纵,横,,,,,,
10月25日,11:11,,11:16,,,0:05,旋挖桩,0.99,,,0.99,,15.97,0.1,4,3,,粘土,,,,
10月25日,11:16,,11:21,,,0:10,旋挖桩,1.19,,,2.18,,14.78,0.1,0,0,,粘土,,,,
10月25日,11:21,,11:26,,,0:15,旋挖桩,0.80,,,2.98,,13.98,0.0,2,0,,粘土,,,,
10月25日,11:26,,11:31,,,0:20,旋挖桩,0.81,,,3.79,,13.17,0.0,5,0,,全风化,,,,
10月25日,11:31,,11:36,,,0:25,旋挖桩,0.93,,,4.72,,12.24,0.1,2,3,,强风化,,,,
10月25日,11:36,,11:42,,,0:31,旋挖桩,0.82,,,5.54,,11.42,0.1,1,4,,强风化,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
市政基础设施工程,,,,,,,,,,,,,,,,,,,,,,
旋挖桩钻进记录,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,"市政施—49
共页,第页",,
工程名称,,,,,,,,,,,,承包单位,,,,,,,,,,
单位工程名称,,,,,,,,,,,,分包单位,,,,,,,,,,
桩号,"地面标高
(m)",,"设计桩径
(m)",,"设计桩顶标高
(m)",,"桩底标高
(m)",,"孔深
(m)","设计桩端持力
层岩(土)性",,"设计嵌岩深度
(m)",,"护简顶标高
(m)",,,"护简底标高
(m)",,"钻机型号及编
号",,"钴头类型
及直径(m)",
63,16.90,,0.6,,15.94,,11.22,,5.68,,,,,,,,,,SR250,,0.6,
时间,,,,,,,"工作
内容",钻进深度(m),,,,,"孔底标
高
(m)","垂直
度
(%)","孔中心偏差
(mm)",,,"地质情
况及取
样编号",泥浆,,,备注
月日,起,,止,,,"累计时间
(min)",,本次,,,累计,,,,,,,,"相对
密度","粘度
(Pa·s)",,
,时,分,时,分,,,,,,,,,,,纵,横,,,,,,
10月25日,11:46,,11:51,,,0:05,旋挖桩,1.18,,,1.18,,15.72,0.1,3,0,,粘土,,,,
10月25日,11:51,,11:56,,,0:10,旋挖桩,0.92,,,2.10,,14.80,0.0,3,3,,粘土,,,,
10月25日,11:56,,12:01,,,0:15,旋挖桩,0.97,,,3.07,,13.83,0.0,4,4,,粘土,,,,
10月25日,12:01,,12:06,,,0:20,旋挖桩,0.82,,,3.89,,13.01,0.0,1,4,,全风化,,,,
10月25日,12:06,,12:11,,,0:25,旋挖桩,0.88,,,4.77,,12.13,0.0,2,1,,强风化,,,,
10月25日,12:11,,12:15,,,0:29,旋挖桩,0.91,,,5.68,,11.22,0.0,2,2,,强风化,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
市政基础设施工程,,,,,,,,,,,,,,,,,,,,,,
旋挖桩钻进记录,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,"市政施—49
共页,第页",,
工程名称,,,,,,,,,,,,承包单位,,,,,,,,,,
单位工程名称,,,,,,,,,,,,分包单位,,,,,,,,,,
桩号,"地面标高
(m)",,"设计桩径
(m)",,"设计桩顶标高
(m)",,"桩底标高
(m)",,"孔深
(m)","设计桩端持力
层岩(土)性",,"设计嵌岩深度
(m)",,"护简顶标高
(m)",,,"护简底标高
(m)",,"钻机型号及编
号",,"钴头类型
及直径(m)",
64,16.81,,0.6,,15.94,,11.31,,5.5,,,,,,,,,,SR250,,0.6,
时间,,,,,,,"工作
内容",钻进深度(m),,,,,"孔底标
高
(m)","垂直
度
(%)","孔中心偏差
(mm)",,,"地质情
况及取
样编号",泥浆,,,备注
月日,起,,止,,,"累计时间
(min)",,本次,,,累计,,,,,,,,"相对
密度","粘度
(Pa·s)",,
,时,分,时,分,,,,,,,,,,,纵,横,,,,,,
10月25日,12:19,,12:24,,,0:05,旋挖桩,0.80,,,0.80,,16.01,0.1,1,3,,粘土,,,,
10月25日,12:24,,12:29,,,0:10,旋挖桩,1.14,,,1.94,,14.87,0.1,0,3,,粘土,,,,
10月25日,12:29,,12:34,,,0:15,旋挖桩,0.96,,,2.90,,13.91,0.1,2,0,,粘土,,,,
10月25日,12:34,,12:39,,,0:20,旋挖桩,0.96,,,3.86,,12.95,0.1,2,1,,全风化,,,,
10月25日,12:39,,12:44,,,0:25,旋挖桩,0.98,,,4.84,,11.97,0.1,3,3,,强风化,,,,
10月25日,12:44,,12:47,,,0:28,旋挖桩,0.66,,,5.50,,11.31,0.0,2,2,,强风化,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
市政基础设施工程,,,,,,,,,,,,,,,,,,,,,,
旋挖桩钻进记录,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,"市政施—49
共页,第页",,
工程名称,,,,,,,,,,,,承包单位,,,,,,,,,,
单位工程名称,,,,,,,,,,,,分包单位,,,,,,,,,,
桩号,"地面标高
(m)",,"设计桩径
(m)",,"设计桩顶标高
(m)",,"桩底标高
(m)",,"孔深
(m)","设计桩端持力
层岩(土)性",,"设计嵌岩深度
(m)",,"护简顶标高
(m)",,,"护简底标高
(m)",,"钻机型号及编
号",,"钴头类型
及直径(m)",
65,16.86,,0.6,,15.94,,11.59,,5.27,,,,,,,,,,SR250,,0.6,
时间,,,,,,,"工作
内容",钻进深度(m),,,,,"孔底标
高
(m)","垂直
度
(%)","孔中心偏差
(mm)",,,"地质情
况及取
样编号",泥浆,,,备注
月日,起,,止,,,"累计时间
(min)",,本次,,,累计,,,,,,,,"相对
密度","粘度
(Pa·s)",,
,时,分,时,分,,,,,,,,,,,纵,横,,,,,,
10月25日,12:50,,12:55,,,0:05,旋挖桩,0.98,,,0.98,,15.88,0.1,3,1,,粘土,,,,
10月25日,12.55,,13:00,,,0:10,旋挖桩,0.99,,,1.97,,14.89,0.1,4,5,,粘土,,,,
10月25日,13:00,,13:05,,,0:15,旋挖桩,0.97,,,2.94,,13.92,0.0,2,3,,粘土,,,,
10月25日,13:05,,13:10,,,0:20,旋挖桩,0.80,,,3.74,,13.12,0.1,3,0,,全风化,,,,
10月25日,13:10,,13:15,,,0:25,旋挖桩,0.92,,,4.66,,12.20,0.0,2,4,,强风化,,,,
10月25日,13:15,,13:20,,,0:30,旋挖桩,0.61,,,5.27,,11.59,0.0,3,5,,强风化,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
市政基础设施工程,,,,,,,,,,,,,,,,,,,,,,
旋挖桩钻进记录,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,"市政施—49
共页,第页",,
工程名称,,,,,,,,,,,,承包单位,,,,,,,,,,
单位工程名称,,,,,,,,,,,,分包单位,,,,,,,,,,
桩号,"地面标高
(m)",,"设计桩径
(m)",,"设计桩顶标高
(m)",,"桩底标高
(m)",,"孔深
(m)","设计桩端持力
层岩(土)性",,"设计嵌岩深度
(m)",,"护简顶标高
(m)",,,"护简底标高
(m)",,"钻机型号及编
号",,"钴头类型
及直径(m)",
66,16.86,,0.6,,15.94,,11.36,,5.5,,,,,,,,,,SR250,,0.6,
时间,,,,,,,"工作
内容",钻进深度(m),,,,,"孔底标
高
(m)","垂直
度
(%)","孔中心偏差
(mm)",,,"地质情
况及取
样编号",泥浆,,,备注
月日,起,,止,,,"累计时间
(min)",,本次,,,累计,,,,,,,,"相对
密度","粘度
(Pa·s)",,
,时,分,时,分,,,,,,,,,,,纵,横,,,,,,
10月25日,13:24,,13:29,,,0:05,旋挖桩,0.81,,,0.81,,16.05,0.0,3,0,,粘土,,,,
10月25日,13:29,,13:34,,,0:10,旋挖桩,1.19,,,2.00,,14.86,0.1,2,2,,粘土,,,,
10月25日,13:34,,13:39,,,0:15,旋挖桩,0.98,,,2.98,,13.88,0.0,1,1,,粘土,,,,
10月25日,13:39,,13:-44,,,0:20,旋挖桩,0.80,,,3.78,,13.08,0.1,3,4,,全风化,,,,
10月25日,13:44,,13:49,,,0:25,旋挖桩,0.94,,,4.72,,12.14,0.0,0,4,,强风化,,,,
10月25日,13:49,,13:53,,,0:29,旋挖桩,0.78,,,5.50,,11.36,0.1,1,2,,强风化,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
市政基础设施工程,,,,,,,,,,,,,,,,,,,,,,
旋挖桩钻进记录,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,"市政施—49
共页,第页",,
工程名称,,,,,,,,,,,,承包单位,,,,,,,,,,
单位工程名称,,,,,,,,,,,,分包单位,,,,,,,,,,
桩号,"地面标高
(m)",,"设计桩径
(m)",,"设计桩顶标高
(m)",,"桩底标高
(m)",,"孔深
(m)","设计桩端持力
层岩(土)性",,"设计嵌岩深度
(m)",,"护简顶标高
(m)",,,"护简底标高
(m)",,"钻机型号及编
号",,"钴头类型
及直径(m)",
67,16.80,,0.6,,15.95,,10.92,,5.88,,,,,,,,,,SR250,,0.6,
时间,,,,,,,"工作
内容",钻进深度(m),,,,,"孔底标
高
(m)","垂直
度
(%)","孔中心偏差
(mm)",,,"地质情
况及取
样编号",泥浆,,,备注
月日,起,,止,,,"累计时间
(min)",,本次,,,累计,,,,,,,,"相对
密度","粘度
(Pa·s)",,
,时,分,时,分,,,,,,,,,,,纵,横,,,,,,
10月25日,13:57,,14:02,,,0:05,旋挖桩,1.05,,,1.05,,15.75,0.0,4,4,,粘土,,,,
10月25日,14:02,,14:07,,,0:10,旋挖桩,0.83,,,1.88,,14.92,0.0,2,1,,粘土,,,,
10月25日,14:07,,14:12,,,0:15,旋挖桩,0.88,,,2.76,,14.04,0.0,2,5,,粘土,,,,
10月25日,14:12,,14:17,,,0:20,旋挖桩,0.91,,,3.67,,13.13,0.1,4,0,,全风化,,,,
10月25日,14:17,,14:22,,,0:25,旋挖桩,0.93,,,4.60,,12.20,0.0,4,0,,强风化,,,,
10月25日,14:22,,14:25,,,0:28,旋挖桩,1.28,,,5.88,,10.92,0.1,2,5,,强风化,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
市政基础设施工程,,,,,,,,,,,,,,,,,,,,,,
旋挖桩钻进记录,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,"市政施—49
共页,第页",,
工程名称,,,,,,,,,,,,承包单位,,,,,,,,,,
单位工程名称,,,,,,,,,,,,分包单位,,,,,,,,,,
桩号,"地面标高
(m)",,"设计桩径
(m)",,"设计桩顶标高
(m)",,"桩底标高
(m)",,"孔深
(m)","设计桩端持力
层岩(土)性",,"设计嵌岩深度
(m)",,"护简顶标高
(m)",,,"护简底标高
(m)",,"钻机型号及编
号",,"钴头类型
及直径(m)",
68,16.80,,0.6,,15.95,,11.45,,5.35,,,,,,,,,,SR250,,0.6,
时间,,,,,,,"工作
内容",钻进深度(m),,,,,"孔底标
高
(m)","垂直
度
(%)","孔中心偏差
(mm)",,,"地质情
况及取
样编号",泥浆,,,备注
月日,起,,止,,,"累计时间
(min)",,本次,,,累计,,,,,,,,"相对
密度","粘度
(Pa·s)",,
,时,分,时,分,,,,,,,,,,,纵,横,,,,,,
10月25日,14:29,,14:34,,,0:05,旋挖桩,1.13,,,1.13,,15.67,0.0,3,5,,粘土,,,,
10月25日,14:34,,14:39,,,0:10,旋挖桩,1.19,,,2.32,,14.48,0.0,4,5,,粘土,,,,
10月25日,14:39,,14:44,,,0:15,旋挖桩,0.85,,,3.17,,13.63,0.0,5,0,,粘土,,,,
10月25日,14:44,,14:49,,,0:20,旋挖桩,0.82,,,3.99,,12.81,0.1,5,0,,全风化,,,,
10月25日,14:49,,14:54,,,0:25,旋挖桩,0.99,,,4.98,,11.82,0.1,1,4,,强风化,,,,
10月25日,14:54,,15:00,,,0:31,旋挖桩,0.37,,,5.35,,11.45,0.0,2,0,,强风化,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
市政基础设施工程,,,,,,,,,,,,,,,,,,,,,,
旋挖桩钻进记录,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,"市政施—49
共页,第页",,
工程名称,,,,,,,,,,,,承包单位,,,,,,,,,,
单位工程名称,,,,,,,,,,,,分包单位,,,,,,,,,,
桩号,"地面标高
(m)",,"设计桩径
(m)",,"设计桩顶标高
(m)",,"桩底标高
(m)",,"孔深
(m)","设计桩端持力
层岩(土)性",,"设计嵌岩深度
(m)",,"护简顶标高
(m)",,,"护简底标高
(m)",,"钻机型号及编
号",,"钴头类型
及直径(m)",
69,16.80,,0.6,,15.95,,11.16,,5.64,,,,,,,,,,SR250,,0.6,
时间,,,,,,,"工作
内容",钻进深度(m),,,,,"孔底标
高
(m)","垂直
度
(%)","孔中心偏差
(mm)",,,"地质情
况及取
样编号",泥浆,,,备注
月日,起,,止,,,"累计时间
(min)",,本次,,,累计,,,,,,,,"相对
密度","粘度
(Pa·s)",,
,时,分,时,分,,,,,,,,,,,纵,横,,,,,,
10月25日,15:03,,15:08,,,0:05,旋挖桩,0.91,,,0.91,,15.89,0.1,4,0,,粘土,,,,
10月25日,15:08,,15:13,,,0:10,旋挖桩,0.97,,,1.88,,14.92,0.0,4,3,,粘土,,,,
10月25日,15:13,,15:18,,,0:15,旋挖桩,0.95,,,2.83,,13.97,0.1,4,4,,粘土,,,,
10月25日,15:18,,15:23,,,0:20,旋挖桩,0.97,,,3.80,,13.00,0.1,1,3,,全风化,,,,
10月25日,15:23,,15:28,,,0:25,旋挖桩,0.93,,,4.73,,12.07,0.1,1,4,,强风化,,,,
10月25日,15:28,,15:32,,,0:29,旋挖桩,0.91,,,5.64,,11.16,0.1,3,2,,强风化,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
市政基础设施工程,,,,,,,,,,,,,,,,,,,,,,
旋挖桩钻进记录,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,"市政施—49
共页,第页",,
工程名称,,,,,,,,,,,,承包单位,,,,,,,,,,
单位工程名称,,,,,,,,,,,,分包单位,,,,,,,,,,
桩号,"地面标高
(m)",,"设计桩径
(m)",,"设计桩顶标高
(m)",,"桩底标高
(m)",,"孔深
(m)","设计桩端持力
层岩(土)性",,"设计嵌岩深度
(m)",,"护简顶标高
(m)",,,"护简底标高
(m)",,"钻机型号及编
号",,"钴头类型
及直径(m)",
70,16.54,,0.6,,15.95,,11.44,,5.1,,,,,,,,,,SR250,,0.6,
时间,,,,,,,"工作
内容",钻进深度(m),,,,,"孔底标
高
(m)","垂直
度
(%)","孔中心偏差
(mm)",,,"地质情
况及取
样编号",泥浆,,,备注
月日,起,,止,,,"累计时间
(min)",,本次,,,累计,,,,,,,,"相对
密度","粘度
(Pa·s)",,
,时,分,时,分,,,,,,,,,,,纵,横,,,,,,
10月25日,15:36,,15:41,,,0:05,旋挖桩,1.11,,,1.11,,15.43,0.1,1,4,,粘土,,,,
10月25日,15:41,,15:46,,,0:10,旋挖桩,0.95,,,2.06,,14.48,0.1,2,5,,粘土,,,,
10月25日,15:46,,15:51,,,0:15,旋挖桩,0.93,,,2.99,,13.55,0.1,4,2,,粘土,,,,
10月25日,15:51,,15:56,,,0:20,旋挖桩,0.81,,,3.80,,12.74,0.0,4,0,,全风化,,,,
10月25日,15:56,,16:01,,,0:25,旋挖桩,0.99,,,4.79,,11.75,0.1,2,0,,强风化,,,,
10月25日,16:01,,16:04,,,0:28,旋挖桩,0.31,,,5.10,,11.44,0.0,2,1,,强风化,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
市政基础设施工程,,,,,,,,,,,,,,,,,,,,,,
旋挖桩钻进记录,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,"市政施—49
共页,第页",,
工程名称,,,,,,,,,,,,承包单位,,,,,,,,,,
单位工程名称,,,,,,,,,,,,分包单位,,,,,,,,,,
桩号,"地面标高
(m)",,"设计桩径
(m)",,"设计桩顶标高
(m)",,"桩底标高
(m)",,"孔深
(m)","设计桩端持力
层岩(土)性",,"设计嵌岩深度
(m)",,"护简顶标高
(m)",,,"护简底标高
(m)",,"钻机型号及编
号",,"钴头类型
及直径(m)",
71,16.76,,0.6,,15.96,,10.99,,5.77,,,,,,,,,,SR250,,0.6,
时间,,,,,,,"工作
内容",钻进深度(m),,,,,"孔底标
高
(m)","垂直
度
(%)","孔中心偏差
(mm)",,,"地质情
况及取
样编号",泥浆,,,备注
月日,起,,止,,,"累计时间
(min)",,本次,,,累计,,,,,,,,"相对
密度","粘度
(Pa·s)",,
,时,分,时,分,,,,,,,,,,,纵,横,,,,,,
10月25日,16:07,,16:12,,,0:05,旋挖桩,1.07,,,1.07,,15.69,0.1,5,3,,粘土,,,,
10月25日,16:12,,16:17,,,0:10,旋挖桩,1.06,,,2.13,,14.63,0.0,4,3,,粘土,,,,
10月25日,16:17,,16:22,,,0:15,旋挖桩,0.87,,,3.00,,13.76,0.1,4,3,,粘土,,,,
10月25日,16:22,,16:27,,,0:20,旋挖桩,0.87,,,3.87,,12.89,0.1,3,3,,全风化,,,,
10月25日,16:27,,16:32,,,0:25,旋挖桩,0.81,,,4.68,,12.08,0.1,2,1,,强风化,,,,
10月25日,16:32,,16:36,,,0:29,旋挖桩,1.09,,,5.77,,10.99,0.0,0,1,,强风化,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
市政基础设施工程,,,,,,,,,,,,,,,,,,,,,,
旋挖桩钻进记录,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,"市政施—49
共页,第页",,
工程名称,,,,,,,,,,,,承包单位,,,,,,,,,,
单位工程名称,,,,,,,,,,,,分包单位,,,,,,,,,,
桩号,"地面标高
(m)",,"设计桩径
(m)",,"设计桩顶标高
(m)",,"桩底标高
(m)",,"孔深
(m)","设计桩端持力
层岩(土)性",,"设计嵌岩深度
(m)",,"护简顶标高
(m)",,,"护简底标高
(m)",,"钻机型号及编
号",,"钴头类型
及直径(m)",
73,16.76,,0.6,,15.96,,10.97,,5.79,,,,,,,,,,SR250,,0.6,
时间,,,,,,,"工作
内容",钻进深度(m),,,,,"孔底标
高
(m)","垂直
度
(%)","孔中心偏差
(mm)",,,"地质情
况及取
样编号",泥浆,,,备注
月日,起,,止,,,"累计时间
(min)",,本次,,,累计,,,,,,,,"相对
密度","粘度
(Pa·s)",,
,时,分,时,分,,,,,,,,,,,纵,横,,,,,,
10月25日,16:40,,16:45,,,0:05,旋挖桩,0.90,,,0.90,,15.86,0.1,4,0,,粘土,,,,
10月25日,16:45,,16:50,,,0:10,旋挖桩,1.18,,,2.08,,14.68,0.1,0,2,,粘土,,,,
10月25日,16:50,,16:55,,,0:15,旋挖桩,0.84,,,2.92,,13.84,0.1,4,3,,粘土,,,,
10月25日,16:55,,17:00,,,0:20,旋挖桩,0.81,,,3.73,,13.03,0.1,4,5,,全风化,,,,
10月25日,17:00,,17:05,,,0:25,旋挖桩,0.97,,,4.70,,12.06,0.1,4,1,,强风化,,,,
10月25日,17:05,,17:08,,,0:28,旋挖桩,1.09,,,5.79,,10.97,0.1,5,4,,强风化,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,
市政基础设施工程,,,,,,,,,,,,,,,,,,,,,,
旋挖桩钻进记录,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,"市政施—49
共页,第页",,
工程名称,,,,,,,,,,,,承包单位,,,,,,,,,,
单位工程名称,,,,,,,,,,,,分包单位,,,,,,,,,,
桩号,"地面标高
(m)",,"设计桩径
(m)",,"设计桩顶标高
(m)",,"桩底标高
(m)",,"孔深
(m)","设计桩端持力
层岩(土)性",,"设计嵌岩深度
(m)",,"护简顶标高
(m)",,,"护简底
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