1、 锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 01 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 451XX.7.22157A14:1014:5021/2227152343566576982、134 128997505002XX.7.22156A15:1016:0021/22221832486687119 134 1036165003XX.7.22158A16:0316:4521/2226112332546686102 128 135 1057555004XX.7.2215616:4617:2821/222153158657298109 143 1177155005XX.7.241577:308:1521/271521334554667898117 138 1167915006XX.7.241588:209:1121/261220314255627193119 142 1087643、5007XX.7.241539:129:5521/2516214253678492101 134 129747500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩1154、7A/2.817.9完好7.822018180.50.4强风化层J42210.822良好80.1+152156A/0.615.7完好1022020180.50.3强风化层J4221.50.822良好80.1+153158A/2.417.5完好8.222020180.50.4强风化层J42210.822良好80.1+154156/0.515.6完好10.122020180.50.3强风化层J4221.50.822良好80.1+155157/1.816.9完好8.822020180.50.3强风化层J42220.822良好80.1+156158/1.716.8完好8.922020180.40.3强5、风化层J42220.822良好80.1+157153/0.315.4完好10.322018180.50.3强风化层J42220.822良好80.1+15记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 02 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161716、8 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 458XX.7.251547:308:1521/222715234356657698134 1286515009XX.7.251558:209:1121/22221832486687119 134 10361650010XX.7.251529:129:5521/22112332546686102 128 135 10574750011XX.7.2515114:1014:5021/222153158657298109 143 1177157、50012XX.7.2514215:1016:0021/21521334554667898117 138 11678450013XX.7.2515016:0316:4521/26111220314255627193119 142 10877550014XX.7.2514116:4617:2821/2516214253678492101 134 12974750015XX.7.2614314:1014:5021/22381132546698123 13553550016XX.7.2614015:1016:0021/225112343536789117 13855150017XX.7.2614418、6:0316:4521/22491836587689113 13254050018XX.7.2614516:4617:2821/2281629476788115 131506500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌9、注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩8154/1.816.9完好8.822018180.50.4强风化层J42210.822良好80.1+159155/116.1完好9.622020180.50.3强风化层J4221.50.822良好80.1+1510152/0.715.8完好9.922020180.50.4强风化层J42210.822良好80.1+1511151/115.3完好9.622020180.50.3强风化层J4221.50.822良好80.1+1412142/2.515.6完好8.122020180.50.3强风化层J42220.822良好80.1+1313110、50/0.217.3完好10.422020180.40.3强风化层J42220.822良好80.1+7+1014141/0.215.3完好10.422018180.50.3强风化层J42220.822良好80.1+15151430.5/14.6完好11.122018180.50.3强风化层J42220.822良好80.1+15161400.3/14.8完好10.922020180.50.3强风化层J42220.822良好80.1+1517144/15.1完好10.622018180.50.3强风化层J42220.822良好80.1+1518145/114.1完好9.622018180.50.311、强风化层J42220.822良好80.1+13记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 03 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 12、36 37 38 39 40 41 42 43 44 4519XX.7.281497:308:1521/2215234356657698134 12864250020XX.7.281468:209:1121/2221832486687119 134 10361450021XX.7.281599:129:5521/22112332546686102 128 135 10574750022XX.7.2816014:1014:5021/22153158657298109 143 117713500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(m13、m)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩19149/2.115.2完好8.522018180.50.4强风化层J42210.822良好80.1+1320146/0.714.8完好9.922020180.50.3强风化层J4221.50.822良好80.1+1421114、59/0.415.5完好10.222020180.50.4强风化层J42210.822良好80.1+1522160/15.1完好10.622020180.50.3强风化层J4221.50.822良好80.1+15记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 04 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束15、12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4523XX.7.291617:007:4221/22215234356657698134 12864450024XX.7.291627:438:3321/22221832486687119 134 10361650025XX.7.291638:349:2121/232546686102 128 135 10571150026XX.7.291489:2210:0121/221516、3158657298109 143 11771350027XX.7.2914710:0310:4821/21521334554667898117 138 11678450028XX.7.2916410:5011:3521/2314255627193119 142 10872650029XX.7.2916514:3515:1121/25164253678492101 134 12972650030XX.7.2916615:1315:5621/223781132546698123 13554250031XX.7.2916815:5816:3421/225112343536789117 13855117、50032XX.7.2916716:3517:0921/22491836587689113 13254050033XX.7.2917517:1017:4821/22281629476788115 13150850034XX.7.2917217:5018:2821/22271327376385118 13449150035XX.7.2917418:3119:0821/22291832466281121 139515500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊18、 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩23161/15.3完好10.622018180.50.4强风化层J42210.822良好80.1+1524162/0.515.6完好10.122020180.50.3强风化层J4221.50.822良好80.1+1525163/13.1完好10.622020180.50.4强风化层J42210.819、22良好80.1+1326148/215.1完好8.622020180.50.3强风化层J4221.50.822良好80.1+1327147/0.215.3完好10.422020180.50.3强风化层J42220.822良好80.1+1528164/0.413.5完好10.222020180.40.3强风化层J42220.822良好80.1+1329165/1.214.3完好9.422018180.50.3强风化层J42220.822良好80.1+1330166/2.115.2完好8.522018180.50.3强风化层J42220.822良好80.1+13311680.2/14.9完好1020、.822020180.50.3强风化层J42220.822良好80.1+1532167/1.414.5完好9.222018180.50.3强风化层J42220.822良好80.1+13331750.2/14.9完好10.822018180.50.3强风化层J42220.822良好80.1+1534172/15.1完好10.622018180.50.3强风化层J42220.822良好80.1+15351740.1/15完好10.722018180.50.3强风化层J42220.822良好80.1+15记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证21、员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 05 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4536XX.7.301767:007:4221/215234356657698134 22、12864050037XX.7.301737:438:3321/2221832486687119 134 10361450038XX.7.301798:349:2121/2271832546686102 128 135 10573850039XX.7.301789:2210:0121/2215213158657298109 143 11773450040XX.7.3017710:0310:4821/221334554667898117 138 11676950041XX.7.3018210:5011:3521/218314255627193119 142 10874450042XX.7.30123、8114:3515:1121/259164253678492101 134 12973550043XX.7.3018015:1315:5621/22781132546698123 13553950044XX.7.3018315:5816:3421/22511232843536789117 13857950045XX.7.3018416:3517:0921/22491836587689113 132540500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 24、缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩361761/14.1完好11.622018180.50.4强风化层J42210.822良好80.1+15371730.2/14.9完好10.822020180.50.3强风化层J4221.50.822良好80.1+1538179/1.515.6完好9.122020180.50.4强风化层J42210.82225、良好80.1+1539178/116.1完好9.622020180.50.3强风化层J4221.50.822良好80.1+15401770.4/14.7完好1122020180.50.3强风化层J42220.822良好80.1+1541182/15.1完好10.622020180.40.3强风化层J42220.822良好80.1+1542181/0.515.6完好10.122018180.50.3强风化层J42220.822良好80.1+1543180/15.1完好10.622018180.50.3强风化层J42220.822良好80.1+1544183/0.415.5完好10.222020126、80.50.3强风化层J42220.822良好80.1+15451840.2/14.9完好10.822018180.50.3强风化层J42220.822良好80.1+15记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 06 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 1427、 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4546XX.7.311857:007:4221/2715234356657698134 12864750047XX.7.311867:438:3321/2221832486687119 134 10361450048XX.7.311878:349:2121/271832546686102 128 135 10573650049XX.7.311889:2210:0121/215213158657298109 143 128、1773250050XX.7.3118910:0310:4821/221334554667898117 138 11676950051XX.7.3119010:5011:3521/218314255627193119 142 10874450052XX.7.3119314:3515:1121/29164253678492101 134 129730500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊29、条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩46185/115.1完好9.622018180.50.4强风化层J42210.822良好80.1+1447186/115.1完好9.622020180.50.3强风化层J4221.50.822良好80.1+1448187/15.1完好10.622020180.50.4强风化层J42210.822良好80.1+1549188/0.915完好9.722020180.30、50.3强风化层J4221.50.822良好80.1+1450189/0.714.8完好9.922020180.50.3强风化层J42220.822良好80.1+1451190/0.814.9完好9.822020180.40.3强风化层J42220.822良好80.1+1452193/0.915完好9.722018180.50.3强风化层J42220.822良好80.1+14记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 07 单位(子单位)工程名称2-92-19栋31、地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4553XX.8.11947:007:4221/2815234356657698134 12864850054XX.8.11977:438:3321/2221832486687119 134 1036145005532、XX.8.11988:349:2121/2271832546686102 128 135 10573850056XX.8.12019:2210:0121/222815213158657298109 143 11774450057XX.8.120210:0310:4821/223581321334554667898117138 11680050058XX.8.120410:5011:3521/223571218314255627193119142 10877350059XX.8.120314:3515:1121/222369164253678492#13412974350060XX.8.120033、15:1315:5621/22227111821273254669812313560150061XX.8.119915:5816:3421/222811232843536789117#584500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节34、点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩53194/0.614.7完好1022018180.50.4强风化层J42210.822良好80.1+1454197/1.514.6完好9.122020180.50.3强风化层J4221.50.822良好80.1+1355198/2.615.7完好822020180.50.4强风化层J42210.822良好80.1+1356201/318.1完好7.622020180.50.3强风化层J4221.50.822良好80.1+1557202/1.721.8完好8.922020180.50.3强风化层J42220.822良好835、0.1+13+7582042.7/20.4完好13.322020180.40.3强风化层J42220.822良好80.1+13+1059203/1.520.6完好9.122018180.50.3强风化层J42220.822良好80.1+12+760200/121.1完好9.622018180.50.3强风化层J42220.822良好80.1+10+1061199/219.1完好8.622020180.50.3强风化层J42220.822良好80.1+10+7记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩36、 施 工 记 录 表GD2301012 08 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4562XX.8.21967:007:4221/222815234356657698134 12865250063XX.8.21937、57:438:3321/22291832486687119 134 10362350064XX.8.21928:349:2121/2271832546686102 128 135 10573850065XX.8.21919:2210:0121/22815213158657298109 143 11774250066XX.8.223210:0310:4821/2221334554667898117 138 11677150067XX.8.223110:5011:3521/271218314255627193119 142 10876350068XX.8.223014:3515:1121/222938、164253678492101 134 12973450069XX.8.223315:1315:5621/2271118212732546698123 13559750070XX.8.223415:5816:3421/222211232843536789117 138578500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层39、高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩62196/1.816.9完好8.822018180.50.4强风化层J42210.822良好80.1+1563195/116.1完好9.622020180.50.3强风化层J4221.50.822良好80.1+1564192/0.715.8完好9.922020180.50.4强风化层J42210.822良好80.1+1565191/1.616.7完好922020180.50.3强风化层J4221.50.822良好80.1+156623240、/116.1完好9.622020180.50.3强风化层J42220.822良好80.1+1567231/1.716.8完好8.922020180.40.3强风化层J42220.822良好80.1+1568230/1.616.7完好922018180.50.3强风化层J42220.822良好80.1+1569233/1.516.6完好9.122018180.50.3强风化层J42220.822良好80.1+1570234/1.316.4完好9.322020180.50.3强风化层J42220.822良好80.1+15记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监41、理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 09 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4571XX.8.42357:007:4221/2228152343542、6657698134 12865250072XX.8.42187:438:3321/22781832486687119 134#62750073XX.8.42178:349:2121/22271832546686102 128 135#74050074XX.8.42169:2210:0121/22815213158657298109#11774250075XX.8.421510:0310:4821/222221334554667898#13811677550076XX.8.521410:5011:3521/2271218314255627193#14210876550077XX.8.5213143、4:3515:1121/223579164253678492101134 12974750078XX.8.5223a15:1315:5621/223471118212732546698 123 13560450079XX.8.522315:5816:3421/223571011232843536789 117 13859950080XX.8.522216:5817:4521/222211232843536789#141582500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和44、 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩71235/1.816.9完好8.822018180.50.4强风化层J42210.822良好80.1+15722180.1/19完好10.722020180.50.3强风化层J4221.50.822良好80.1+9+1073217/0.618.7完好1022020180.50.4强风化45、层J42210.822良好80.1+9+974216/0.219.3完好10.422020180.50.3强风化层J4221.50.822良好80.1+9+1075215/0.520.6完好10.122020180.50.3强风化层J42220.822良好80.1+10+1076214/0.420.5完好10.222020180.40.3强风化层J42220.822良好80.1+11+977213/0.320.4完好10.322018180.50.3强风化层J42220.822良好80.1+11+1078223a0.4/21.7完好1122018180.50.3强风化层J42220.822良好46、80.1+11+1179223/1.621.7完好922020180.50.3强风化层J42220.822良好80.1+11+980222/220.1完好8.622020180.50.3强风化层J42220.822良好80.1+11+7记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 10 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/47、m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4581XX.8.62217:007:4221/22215234356657698134#64450082XX.8.62247:438:3321/22221832486687#13410361650083XX.8.62258:349:2121/222232546686102#13510571750084XX.8.62269:2210:0121/2221548、3158657298#14311771550085XX.8.622710:0310:4821/21521334554667898117#11678450086XX.8.622810:5011:3521/217314255627193119 142 10874350087XX.8.622014:3515:1121/225164253678492101 134 12972850088XX.8.621915:1315:5621/223781132546698123 13554250089XX.8.72297:007:4221/225112343536789117 13855150090XX.8.7249、367:438:3321/22491836587689113 13254050091XX.8.72378:349:2121/22281629476788115 13150850092XX.8.72389:2210:0121/22271327376385118 134491500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高50、度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩81221/19.1完好10.622018180.50.4强风化层J42210.822良好80.1+12+782224/21.1完好10.622020180.50.3强风化层J4221.50.822良好80.1+10+1183225/0.921完好9.722020180.50.4强风化层J42210.822良好80.1+10+1084226/0.921完好9.722020180.50.3强风化层J4221.50.822良好80.1+11+951、85227/0.819.9完好9.822020180.50.3强风化层J42220.822良好80.1+13+6862285.4/14.5完好1622020180.40.3强风化层J42220.822良好80.1+9+1187220/18.1完好10.622018180.50.3强风化层J42220.822良好80.1+12+688219/1.716.8完好8.922018180.50.3强风化层J42220.822良好80.1+1589229/217.1完好8.622020180.50.3强风化层J42220.822良好80.1+!590236/217.1完好8.622018180.50.352、强风化层J42220.822良好80.1+15912371.2/17.9完好11.822018180.50.3强风化层J42220.822良好80.1+10+992238/2.117.2完好8.522018180.50.3强风化层J42220.822良好80.1+15记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 11 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距53、(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4593XX.8.92397:007:4221/22215234356657698134#64450094XX.8.92407:438:3321/222121832486687119 134#62650095XX.8.92418:349:2121/27142232546686102 128 135 10575450096X54、X.8.92429:2210:0121/22153158657298109 143 11771350097XX.8.924310:0310:4821/271521334554667898117 138 11679150098XX.8.924410:5011:3521/22714314255627193119 142 10874950099XX.8.924514:3515:1121/228164253678492101 134 129731500100XX.8.925315:1315:5621/223781132546698123 135542500101XX.8.925915:5816:34255、1/225112343536789117 138551500102XX.8.925416:3517:0921/22491836587689113 132540500103XX.8.925817:1017:4821/22281629476788115 131508500104XX.8.925517:5018:2821/22271327376385118 134491500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)56、一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩93239/1.518.6完好9.122018180.50.4强风化层J42210.822良好80.1+10+794240/0.618.7完好1022020180.50.3强风化层J4221.50.822良好80.1+9+995241/18.1完好10.622020180.50.4强风化层J42210.822良好80.1+9+996242/1.3157、6.4完好9.322020180.50.3强风化层J4221.50.822良好80.1+1597243/1.516.6完好9.122020180.50.3强风化层J42220.822良好80.1+1598244/2.517.6完好8.122020180.40.3强风化层J42220.822良好80.1+1599245/1.317.4完好9.322018180.50.3强风化层J42220.822良好80.1+9+7100253/0.515.6完好10.122018180.50.3强风化层J42220.822良好80.1+15101259/2.216.3完好8.422020180.50.3强风化58、层J42220.822良好80.1+14102254/1.916完好8.722018180.50.3强风化层J42220.822良好80.1+14103258/1.815.9完好8.822018180.50.3强风化层J42220.822良好80.1+14104255/0.714.8完好9.922018180.50.3强风化层J42220.822良好80.1+14记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 12 单位(子单位)工程名称2-92-19栋地下室总承包59、施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45105XX.8.102577:007:4221/22215234356657698134 128644500106XX.8.102567:438:3321/222121832486687119 134 103626500160、07XX.8.102468:349:2121/27142232546686102 128 135 105754500108XX.8.102479:2210:0121/22153158657298109 143 117713500109XX.8.1025010:0310:4821/271521334554667898117 138 116791500110XX.8.1024810:5011:3521/22714314255627193119 142 108749500111XX.8.1025114:3515:1121/228164253678492101 134 129731500112XX.861、.1024915:1315:5621/223781132546698123 135542500113XX.8.1025215:5816:3421/225112343536789117 138551500114XX.8.1087516:3517:0921/22491836587689113 132540500115XX.8.1087617:1017:4821/22281629476788115 131508500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊62、 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩105257/1.215.3完好9.422018180.50.4强风化层J42210.822良好80.1+14106256/0.814.9完好9.822020180.50.3强风化层J4221.50.822良好80.1+14107246/2.715.8完好7.922020180.50.4强风化层J4221063、.822良好80.1+13108247/2.115.2完好8.522020180.50.3强风化层J4221.50.822良好80.1+13109250/1.714.8完好8.922020180.50.3强风化层J42220.822良好80.1+13110248/16.1完好10.622020180.40.3强风化层J42220.822良好80.1+8+81112513.5/14.6完好14.122018180.50.3强风化层J42220.822良好80.1+11+7112249/0.916完好9.722018180.50.3强风化层J42220.822良好80.1+15113252/0.564、15.6完好10.122020180.50.3强风化层J42220.822良好80.1+15114875/15.1完好10.622018180.50.3强风化层J42220.822良好80.1+15115876/15.1完好10.622018180.50.3强风化层J42220.822良好80.1+15记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 13 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人65、/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45116XX.8.118777:007:4221/2215234356657698134 128642500117XX.8.118787:438:3321/22121832486687119 134 103624500118XX.8.118808:349:2121/271422325466、6686102 128 135 105754500119XX.8.118799:2210:012153158657298109 143 117699500120XX.8.1188210:0310:4821217334554667898117 138 116765500121XX.8.1188110:5011:3521182355627193119 142 108692500122XX.8.1188314:3515:11212164253678492101 134 129721500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度67、(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩116877/15.1完好10.622018180.50.4强风化层J42210.822良好80.1+15117878/0.613.7完好1022020180.50.3强风化层J4221.50.822良好80.1+13118880/0.68、215.3完好10.422020180.50.4强风化层J42210.822良好80.1+15119879/0.79.8完好9.922020180.50.3强风化层J4221.50.822良好80.1+91208823.4/11.7完好1422020180.50.3强风化层J42220.822良好80.1+15121881/10.1完好10.622020180.40.3强风化层J42220.822良好80.1+9122883/11.1完好10.622018180.50.3强风化层J42220.822良好80.1+11记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监69、理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 14 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45123XX.8.128857:007:4221/21523435670、657698134 1280500124XX.8.128847:438:3321/22121832486687119 134 103624500125XX.8.128868:349:21217142232546686102 128 135647500126XX.8.128959:2210:0121/218657298109 143 117625500127XX.8.1289310:0310:4821271554667898117 138 116692500128XX.8.1289410:5011:3521/2714317193119 142 108588500129XX.8.1290114:371、515:1121/28168492101 134 129567500130XX.8.138997:007:4221/22376698123 135437500131XX.8.139007:438:3321/22511236789117 138455500132XX.8.139078:349:2121/22497689113 132428500133XX.8.139059:2210:0121/2228476788115 131463500134XX.8.1390610:0310:4821/271327376385118 134487500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m72、)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩123885/0.213.3完好10.422018180.50.4强风化层J42210.822良好80.1+13124884/13.1完好10.622020180.50.3强风化层73、J4221.50.822良好80.1+13125886/11.1完好10.622020180.50.4强风化层J42210.822良好80.1+11126895/110.1完好9.622020180.50.3强风化层J4221.50.822良好80.1+9127893/11.1完好10.622020180.50.3强风化层J42220.822良好80.1+11128894/11.1完好10.622020180.40.3强风化层J42220.822良好80.1+11129901/112.1完好9.622018180.50.3强风化层J42220.822良好80.1+11130899/11.1完好74、10.622018180.50.3强风化层J42220.822良好80.1+11131900/11.1完好10.622020180.50.3强风化层J42220.822良好80.1+11132907/11.1完好10.622018180.50.3强风化层J42220.822良好80.1+11133905/11.1完好10.622018180.50.3强风化层J42220.822良好80.1+11134906/0.211.3完好10.422018180.50.3强风化层J42220.822良好80.1+11记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单75、位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 15 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45135XX.8.219137:007:4221/21523435665769876、134 1280500136XX.8.219117:438:3321/2121832486687119 134 103622500137XX.8.219128:349:2121711142232546686102 128 135658500138XX.8.219109:2210:0121/25918657298109 143 117639500139XX.8.2190810:0310:4821222271554667898117 138 116698500140XX.8.2190910:5011:3521/2714317193119 142 108588500141XX.8.2190414:377、515:1121/28168492101 134 129567500142XX.8.2190215:1316:0021/291633456698123 135528500143XX.8.2190316:2617:1221/22511236789117 138455500144XX.8.228987:007:4221/22497689113 132428500145XX.8.228967:438:3321/228476788115 131461500146XX.8.228978:349:2121/271327376385118 134487500147XX.8.228929:2210:0121/78、25819396581121 133474500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩135913/0.212.3完好10.422018180.50.4强风化层79、J42210.822良好80.1+12136911/12.1完好10.622020180.50.3强风化层J4221.50.822良好80.1+12137912/11.1完好10.622020180.50.4强风化层J42210.822良好80.1+11138910/0.412.5完好10.222020180.50.3强风化层J4221.50.822良好80.1+12139908/0.313.4完好10.322020180.50.3强风化层J42220.822良好80.1+13140909/13.1完好10.622020180.40.3强风化层J42220.822良好80.1+1314190480、/0.512.6完好10.122018180.50.3强风化层J42220.822良好80.1+12142902/13.1完好10.622018180.50.3强风化层J42220.822良好80.1+13143903/13.1完好10.622020180.50.3强风化层J42220.822良好80.1+13144898/0.412.5完好10.222018180.50.3强风化层J42220.822良好80.1+12145896/13.1完好10.622018180.50.3强风化层J42220.822良好80.1+13146897/0.613.7完好1022018180.50.3强风化层81、J42220.822良好80.1+13147892/0.513.6完好10.122018180.50.3强风化层J42220.822良好80.1+13记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 16 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 16171882、 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45148XX.8.2289010:0310:4821/2215234356657698134 128642500149XX.8.2289110:5011:3521/222121832486687119 134 103626500150XX.8.2231514:3515:1121/2142232546686102 128 135 105747500151XX.8.2231615:1315:5621/22153158657298109 1483、3 117713500152XX.8.2235715:5816:3421/2281521334554667898117 138 116794500153XX.8.2235616:3517:0921/22714314255627193119 142 108749500154XX.8.2235517:1017:4821/28164253678492101 134 129729500155XX.8.2235417:4518:2721/22781132546698123 135539500156XX.8.2231718:2019:0621/25112343536789117 138549500序号桩号84、桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩148890/15.1完好10.622018180.50.4强风化层J42210.822良好80.1+151498910.4/1485、.7完好1122020180.50.3强风化层J4221.50.822良好80.1+15150315/15.1完好10.622020180.50.4强风化层J42210.822良好80.1+15151316/0.315.4完好10.322020180.50.3强风化层J4221.50.822良好80.1+15152357/15.1完好10.622020180.50.3强风化层J42220.822良好80.1+15153356/15.1完好10.622020180.40.3强风化层J42220.822良好80.1+15154355/0.914完好9.722018180.50.3强风化层J422286、0.822良好80.1+13155354/15.1完好10.622018180.50.3强风化层J42220.822良好80.1+15156317/1.614.7完好922020180.50.3强风化层J42220.822良好80.1+13记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 17 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (87、次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45157XX.8.233187:007:4221/215234356657698134 128640500158XX.8.233117:438:3321/22268121832486687119 134 103640500159XX.8.233108:349:2121/222142232546686102 128 135 105751500160X88、X.8.233099:2210:0121/22153158657298109 143 117713500161XX.8.2330810:0310:4821/271521334554667898117 138 116791500162XX.8.2631910:5011:3521/2714314255627193119 142 108747500163XX.8.2632014:3515:1121/228164253678492101 134 129731500164XX.8.2635315:1315:5621/23781132546698123 135540500165XX.8.2635215:589、816:3421/25112343536789117 138549500166XX.8.2635116:3517:0921/2491836587689113 132538500167XX.8.2635017:1017:4821/2281629476788115 131506500168XX.8.2634917:4518:2722/2581831486983121 142529序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距90、(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩157318/0.813.9完好9.822018180.50.4强风化层J42210.822良好80.1+13158311/1.216.3完好9.422020180.50.3强风化层J4221.50.822良好80.1+15159310/1.216.3完好9.422020180.50.4强风化层J42210.822良好80.1+151603091、9/0.415.5完好10.222020180.50.3强风化层J4221.50.822良好80.1+15161308/15.1完好10.622020180.50.3强风化层J42220.822良好80.1+15162319/115.1完好9.622020180.40.3强风化层J42220.822良好80.1+14163320/0.614.7完好1022018180.50.3强风化层J42220.822良好80.1+14164353/14.1完好10.622018180.50.3强风化层J42220.822良好80.1+14165352/13.1完好10.622020180.50.3强风化层92、J42220.822良好80.1+13166351/13.1完好10.622018180.50.3强风化层J42220.822良好80.1+13167350/13.1完好10.622018180.50.3强风化层J42220.822良好80.1+13168349/12.1完好10.622018180.50.3强风化层J42220.822良好80.1+12记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 18 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项93、目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45169XX.8.273217:007:4221/215234356657698134 128640500170XX.8.273227:438:3321/28121832486687119 134 103630500171XX.8.294、73078:349:2121/2142232546686102 128 135 105747500172XX.8.273069:2210:0121/2153158657298109 143 117711500173XX.8.2730510:0310:4821/27157898117 138 116572500174XX.8.2730410:5011:3521/27145593119 142 108541500175XX.8.2732314:3515:1121/22853678492101 134 129673500176XX.8.2732415:1315:5621/2311325466981295、3 135525500177XX.8.2734815:5816:3421/22343536789117 138533500178XX.8.2734716:3517:0921/241836587689113 132529500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检96、验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩169321/14.1完好10.622018180.50.4强风化层J42210.822良好80.1+14170322/14.1完好10.622020180.50.3强风化层J4221.50.822良好80.1+14171307/15.1完好10.622020180.50.4强风化层J42210.822良好80.1+151723060.5/14.6完好11.122020180.50.3强风化层J4221.50.822良好80.1+151733054.5/10.6完好15.122020180.597、0.3强风化层J42220.822良好80.1+15174304/0.410.5完好10.222020180.40.3强风化层J42220.822良好80.1+10175323/2.712.8完好7.922018180.50.3强风化层J42220.822良好80.1+10176324/1.212.3完好9.422018180.50.3强风化层J42220.822良好80.1+11177348/0.511.6完好10.122020180.50.3强风化层J42220.822良好80.1+11178347/0.311.4完好10.322018180.50.3强风化层J42220.822良好80.98、1+11记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 19 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 499、2 43 44 45179XX.8.283467:007:4221/215234356657698134 128640500180XX.8.283457:438:3321/281232486687119 134 103612500181XX.8.283448:349:2121/222232546686102 128 135 105735500182XX.8.283439:2210:0121/23153158657298109 143 117714500183XX.8.2834210:0310:4821/2715244354667898117 138 116759500184XX.8.28341100、10:5011:3521/27142132435593119 142 108637500185XX.8.2834014:3515:1121/22223553678492101 134 129722500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(mi101、n)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩179346/11.1完好10.622018180.50.4强风化层J42210.822良好80.1+11180345/0.711.8完好9.922020180.50.3强风化层J4221.50.822良好80.1+11181344/2.712.8完好7.922020180.50.4强风化层J42210.822良好80.1+10182343/2.612.7完好822020180.50.3强风化层J4221.50.822良好80.1+10183342/2.714.8完好7.922020180.50.3强风化层J422102、20.822良好80.1+12184341/14.1完好10.622020180.40.3强风化层J42220.822良好80.1+14185340/0.813.9完好9.822018180.50.3强风化层J42220.822良好80.1+13记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 20 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 103、数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45186XX.8.2948014:1014:5021/22715234356657698134 128 99748500187XX.8.2948115:1016:0021/224121832486687119 134 103628500188XX.8.2948216:0316:4521/26112332546686102 128 135 10104、5751500189XX.8.2948316:4617:2821/2511153158657298109 143 117727500190XX.8.305807:308:1521/27810111521334554667898117138 116820500191XX.8.305798:209:1121/25912151920314255627193119142 108806500192XX.8.305779:129:5521/1116214253678492101 134 1297515001933013.9.257814:3015:1521/213223646658997109 131 1105、33744500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩1864801.6/18.5完好12.922018180.50.4强风化层J42210.822良好80.1106、+11+9187481/18.1完好11.322020180.50.3强风化层J4221.50.822良好80.1+11+7188482/18.1完好11.322020180.50.4强风化层J42210.822良好80.1+11+7189483/2.517.6完好8.822020180.50.3强风化层J4221.50.822良好80.1+151905800.6/21.5完好11.922020180.50.3强风化层J42220.822良好80.1+15+71915790.8/21.3完好12.122020180.40.3强风化层J42220.822良好80.1+12+10192577/21107、7.1完好9.322018180.50.3强风化层J42220.822良好80.1+15193578/1.917完好9.422020180.50.3强风化层J42220.822良好80.1+15记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 21 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束123456789108、10 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45194XX.9.557413:1013:5521/715234356657698134 12899744500195XX.9.557513:5614:4121/24121832486687119 134 103626500196XX.9.557614:4215:3721/2112332546686102 128 135 105745500197XX.9.557315:3816:2221/25109、811153158657298109 143#735500198XX.9.557216:2317:0821/27111521334554667898117#116802500199XX.9.557117:0917:5321/2520314255627193119 142 108751500200XX.9.557017:5418:4321/21116214253678492101 134 129753500201XX.9.65687:007:4621/261113223646658997109 131#761500202XX.9.65697:478:3121/25143234415678143 110、132538501序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩194574/117.1完好10.322018180.50.4强风化层J42210.822良好80.1+111、9+7195575/1.316.4完好1022020180.50.3强风化层J4221.50.822良好80.1+15196576/217.1完好9.322020180.50.4强风化层J42210.822良好80.1+15197573/0.919完好10.422020180.50.3强风化层J4221.50.822良好80.1+11+7198572/20.1完好11.322020180.50.3强风化层J42220.822良好80.1+11+9199571/2.717.8完好8.522020180.40.3强风化层J42220.822良好80.1+15200570/2.717.8完好8.52112、2018180.50.3强风化层J42220.822良好80.1+15201568/1.518.6完好9.822020180.50.3强风化层J42220.822良好80.1+13+7202569/17.1完好11.322018160.50.4强风化层J4221.80.822良好80.1+10+7记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 22 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号113、施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45203XX.9.77826:106:5221/2715234356657698134 128647500204XX.9.77816:537:4121/4121832486687119 134 103624500205XX.9.77807:428:2821/22112332546686102114、 128 135 105747500206XX.9.77798:299:1221/2811153158657298109 143 117730500207XX.9.77789:139:5821/247111521334554667898#138116806500208XX.9.77779:5910:4321/2222223520314255627193119 142 108764500209XX.9.777610:4411:3221/2233361116214253678492 101 134 129770500210XX.9.777514:3415:2121/2233451113223646115、658997 109 131 133772500211XX.9.776415:2216:1321/23445688143234415678 143 132571500212XX.9.776516:1417:0021/222227111826344356768998109 133 121832500213XX.9.767817:0217:5421/22234458223345657683 102 117 143 118835500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 116、钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩203782/0.215.3完好11.122018180.50.4强风化层J42210.822良好80.1+15204781/1.814.9完好9.522020180.50.3强风化层J4221.50.822良好80.1+132057802.6/17.5完好13.922020180.50.117、4强风化层J42210.822良好80.1+13+7206779/0.717.8完好10.622020180.50.3强风化层J4221.50.822良好80.1+!0+7207778/0.720.8完好10.622020180.50.3强风化层J42220.822良好80.1+!0+10208777/0.523.6完好10.822020180.40.3强风化层J42220.822良好80.1+!3+10209776/1.422.5完好9.922018180.50.3强风化层J42220.822良好80.1+11+10210775/0.923完好10.422020180.50.3强风化层J42118、220.822良好80.1+11+11211764/22.1完好11.322018160.50.4强风化层J4221.80.822良好80.1+12+10212765/0.723.8完好10.622016150.50.4强风化层J42220.822良好80.1+13+10213678/0.423.5完好10.922017150.50.3强风化层J42220.822良好80.1+13+10记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 23 单位(子单位)工程名称2-119、92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/单位(子单位)工程名称2-92-19栋地下室桩机型号HD72序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45214XX.9.86756:106:5221/2223558112128354356657698134 128722500215XX.9.120、86796:537:4121/2222571115233132486687 119 134 103690500216XX.9.86767:428:2821/2222261016212932546686 102 128 135 105801500217XX.9.86808:299:1221/2235711153158657298#143117739500218XX.9.86779:139:5821/247111521334554667898#138116806500219XX.9.86819:5910:4321/22223520314255627193119142 108760500220XX.121、9.868210:4411:3221/223361116214253678492101134 129767500221XX.9.868414:3415:2121/223351113223646658997109131 133768500222XX.9.868315:2216:1321/23445688143234415678 143 132571500223XX.9.868516:1417:0021/2227111826344356768998109133 121828500224XX.9.866917:0217:5421/22258223345657683102#14311882450022122、5XX.9.867417:5518:4121/22247142338567682108#138107774500226XX.9.867318:4219:2621/22259132129486892110#137102759500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探123、伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩214675/0.823.9完好10.522018180.50.4强风化层J42210.822良好80.1+14+9215679/0.322.4完好1122020180.50.3强风化层J4221.50.822良好80.1+15+7216676/0.423.5完好10.922020180.50.4强风化层J42210.822良好80.1+13+102176801/21.1完好12.322020180.50.3强风化层J4221.50.822良好80.1+12+10218677/21.1完好124、11.322020180.50.3强风化层J42220.822良好80.1+11+10219681/122.1完好10.322020180.40.3强风化层J42220.822良好80.1+13+7220682/0.821.9完好10.522018180.50.3强风化层J42220.822良好80.1+12+9221684/0.521.6完好10.822020180.50.3强风化层J42220.822良好80.1+12+9222683/0.421.5完好10.922018160.50.4强风化层J4221.80.822良好80.1+11+10223685/0.421.5完好10.92201125、6150.50.4强风化层J42220.822良好80.1+11+10224669/21.1完好11.322017150.50.3强风化层J42220.822良好80.1+12+9225674/121.1完好10.322016150.50.3强风化层J42220.822良好80.1+11+9226673/0.720.8完好10.622018150.50.3强风化层J42220.822良好80.1+11+9记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 24 单位(子126、单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45227XX.9.867019:2720:1321/2228112128354356657698134128709500228XX.9.96866:106:5221/23558112127、128354356657698 134 128718500229XX.9.96886:537:4121/222571115233132486687119134 103688500230XX.9.96877:428:2821/22261016212932546686#128135 105797500231XX.9.96898:299:1221/222235711153158657298 109 143 117743500232XX.9.96909:139:5821/2457111521334554667898117138 116811500233XX.9.96719:5910:4321/2225128、20314255627193119#108755500234XX.9.967210:4411:3221/22361116214253678492#134129764500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(m129、in)有无灌满灌注后停歇时间(min)桩尖+配桩227670/21.1完好11.322018180.50.4强风化层J42210.822良好80.1+!2+9228686/22.1完好11.322020180.40.3强风化层J42220.822良好80.1+13+9229688/122.1完好10.322018180.50.3强风化层J42220.822良好80.1+12+9230687/0.621.7完好10.722020180.50.3强风化层J42220.822良好80.1+11+10231689/0.222.3完好11.122018160.50.4强风化层J4221.80.822良好130、80.1+11+11232690/0.221.3完好11.122016150.50.4强风化层J42220.822良好80.1+!2+9233671/20.1完好11.322017150.50.3强风化层J42220.822良好80.1+11+9234672/0.320.4完好1122016150.50.3强风化层J42220.822良好80.1+!4+6记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 25 单位(子单位)工程名称2-92-19栋地下室总承包施工单位131、项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束序号施工日期桩号锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45235XX.9.106686:106:5221/2558112128354356657698134128715500236XX.9.106626:537:412132、1/222271115233132486687119134 103685500237XX.9.106677:428:2821/2261016212932546686102#135105795500238XX.9.106638:299:1221/222235711153158657298 109 143 117743500239XX.9.106599:139:5821/22247111521334554667898 117 138 116810500240XX.9.106589:5910:4321/22223520314255627193119142 108760500241XX.9.10657133、10:4411:3221/223361116214253678492101134 129767500242XX.9.1066014:3415:2121/223351113223646658997109131 133768500243XX.9.1066415:2216:1321/23445688143234415678 143 132571500244XX.9.1066616:1417:0021/22227111826344356768998 109 133 121830500245XX.9.1066517:0217:5421/22258223345657683102#143118824500序134、号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩235668/121.1完好10.322018180.50.4强风化层J42210.822良好80.1+14+6236662135、/22.1完好11.322020180.50.3强风化层J4221.50.822良好80.1+12+102376670.7/20.4完好1222020180.50.4强风化层J42210.822良好80.1+11+10238663/0.322.4完好1122020180.50.3强风化层J4221.50.822良好80.1+11+11239659/123.1完好10.322020180.50.3强风化层J42220.822良好80.1+13+9240658/22.1完好11.322020180.40.3强风化层J42220.822良好80.1+12+10241657/0.521.6完好10.8136、22018180.50.3强风化层J42220.822良好80.1+12+9242660/22.1完好11.322020180.50.3强风化层J42220.822良好80.1+11+11243664/0.522.6完好10.822018160.50.4强风化层J4221.80.822良好80.1+12+9244666/1.522.6完好9.822016150.50.4强风化层J42220.822良好80.1+15+6245665/221.1完好9.322017150.50.3强风化层J42220.822良好80.1+10+9记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(137、签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 26 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45序号桩号锤落距(m)总锤击数开始结束246XX.9.11138、6616:106:5221/222558112128354356657698134 128719500247XX.9.116566:537:4121/22271115233132486687#134103683500248XX.9.116507:428:2821/2261016212932546686102#135105795500249XX.9.116558:299:1221/22235711153158657298109143 117741500250XX.9.116519:139:5821/2457111521334554667898117138 116811500251XX.9.116139、549:5910:4321/22223520314255627193119142 108760500252XX.9.1165210:4411:3221/22361116214253678492#134129764500253XX.9.1165313:5014:3321/223351113223646658997109131 133768500254XX.9.1169314:3415:2121/2345688143234415678143132567500255XX.9.1169215:2216:1321/222111826344356768998#133121821500256XX.9.116140、9416:1417:0021/222258223345657683#117143 118826500257XX.9.1169917:0217:5421/22247142338567682108#138107774500258XX.9.1169517:5518:4121/22259132129486892110#137102759500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前141、处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩246661/1.923完好9.422018180.50.4强风化层J42210.822良好80.1+11+10247656/1.720.8完好9.622020180.50.3强风化层J4221.50.822良好80.1+10+9248650/0.921完好10.422020180.50.4强风化层J42210.822良好80.1+11+9249655/0.221.3完好11.122142、020180.50.3强风化层J4221.50.822良好80.1+10+11250651/0.821.9完好10.522020180.50.3强风化层J42220.822良好80.1+12+9251654/0.721.8完好10.622020180.40.3强风化层J42220.822良好80.1+12+9252652/121.1完好10.322018180.50.3强风化层J42220.822良好80.1+12+8253653/1.922完好9.422020180.50.3强风化层J42220.822良好80.1+13+7254693/2.520.6完好8.822018160.50.4强风143、化层J4221.80.822良好80.1+11+7255692/121.1完好10.322016150.50.4强风化层J42220.822良好80.1+12+8256694/0.321.4完好1122017150.50.3强风化层J42220.822良好80.1+14+7257699/1.420.5完好9.922016150.50.3强风化层J42220.822良好80.1+!2+7258695/0.220.3完好11.122018150.50.3强风化层J42220.822良好80.1+12+8记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证144、员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 27 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45259XX.9.1169118:4119:2021/2281121283543566145、57698#128707500260XX.9.1169619:2120:0721/2271115233132486687119#103681500261XX.9.1169820:0820:5621/221016212932546686102 128#105789500262XX.9.1170020:5721:3821/22235711153158657298109143 117741500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶146、泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩259691/120.1完好10.322018180.50.4强风化层J42210.822良好80.1+12+7260696/1.719.8完好9.622020180.50.3强风化层J4221.50.822良好80.1+11+7261698/20.1完好11.322020180.50.4强风化层J42210.822良好80.1147、+13+7262700/0.621.7完好10.722020180.50.3强风化层J4221.50.822良好80.1+13+8记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 28 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 148、22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45263XX.9.127056:106:5221/228112128354356657698#128707500264XX.9.127016:537:4121/2271115233132486687119#103681500265XX.9.126977:428:2821/221016212932546686102 128#105789500266XX.9.127028:299:1221/2223711153158657298#143117736500267149、XX.9.127049:139:5821/2111521334554667898117 138#795500268XX.9.127069:5910:4321/520314255627193119 142 108749500269XX.9.1270310:4411:3221/21116214253678492101 134 129753500270XX.9.1270713:5014:3321/1113223646658997109 131 133753500271XX.9.1270814:3415:2121/88143234415678143 132547500272XX.9.1270915:2150、216:1321/1826344356768998109 133 121804500273XX.9.1271016:1417:0021/223345657683102 117 143 118805500274XX.9.1271117:0217:5421/142338567682108 114 138 107757500275XX.9.1271317:5518:4121/132129486892110 118 137 102739500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩151、 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩2637051.5/19.6完好12.822018180.50.4强风化层J42210.822良好80.1+11+10264701/120.1完好10.322020180.50.3强风化层J4221.50.822良好80.1+12+7265697/20.1完好11.322020180152、.50.4强风化层J42210.822良好80.1+11+9266702/0.420.5完好10.922020180.50.3强风化层J4221.50.822良好80.1+10+102677042.5/18.6完好13.822020180.50.3强风化层J42220.822良好80.1+11+102687062.2/16.9完好13.522020180.40.3强风化层J42220.822良好80.1+9+10269703/214.1完好9.322018180.50.3强风化层J42220.822良好80.1+12270707/3.116.2完好8.222020180.50.3强风化层J42153、220.822良好80.1+!3271708/316.1完好8.322018160.50.4强风化层J4221.80.822良好80.1+13272709/2.814.9完好8.522016150.50.4强风化层J42220.822良好80.1+!2273710/1.713.8完好9.622017150.50.3强风化层J42220.822良好80.1+12274711/214.1完好9.322016150.50.3强风化层J42220.822良好80.1+!2275713/1.613.7完好9.722018150.50.3强风化层J42220.822良好80.1+12记录员:施工班组长签名154、:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 29 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45276XX155、.9.1271218:4119:202128112128354356657698134 128706500277XX.9.1271419:2120:0721/1115233132486687119 134 103670500278XX.9.1271520:0820:56211016212932546686102 128 135 105785500279XX.9.1271620:5721:38235711153158657298109 143 117734500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持156、力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩276712/1.914完好9.422018180.50.4强风化层J42210.822良好80.1+!2277714/214.1完好9.322020180.50.3强风化层J4221.50.822良好80.1+12278715/113.1完好10.3220157、20180.50.4强风化层J42210.822良好80.1+!3279716/113.1完好10.322020180.50.3强风化层J4221.50.822良好80.1+13记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 30 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 11121158、3 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45280XX.9.137176:106:5221/8112128354356657698134 128703500281XX.9.137186:537:4121/271115233132486687119 134 103679500282XX.9.137197:428:2821/221016212932546686102 128 135 105789500283XX.9.137208:299:1221/371159、1153158657298109 143 117730500284XX.9.137549:139:5821/2111521334554667898117 138 116795500285XX.9.137559:5910:4321/520314255627193119 142 108749500286XX.9.1372210:4411:3221/216214253678492101 134 129742500287XX.9.1372113:5014:3321/1113223646658997109 131 133753500288XX.9.1373114:3415:2121/8814323441160、5678143 132547500289XX.9.1372815:2216:1321/21826344356768998109 133 121806500290XX.9.1372616:1417:0021/21114223345657683102 117 143 118832500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强161、层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩280717/1.614.7完好9.722018180.50.4强风化层J42210.822良好80.1+13281718/116.1完好10.322020180.50.3强风化层J4221.50.822良好80.1+15282719/18.1完好11.322020180.50.4强风化层J42210.822良好80.1+11+7283720/15.1完好11.322020180.50.3强风化层J4221.50.822良好80.1+1162、52847541/16.1完好12.322020180.50.3强风化层J42220.822良好80.1+10+72857550.7/12.4完好1222020180.40.3强风化层J42220.822良好80.1+132867221.6/12.5完好12.922018180.50.3强风化层J42220.822良好80.1+14287721/113.1完好10.322020180.50.3强风化层J42220.822良好80.1+12288731/0.916完好10.422018160.50.4强风化层J4221.80.822良好80.1+15289728/116.1完好10.322016163、150.50.4强风化层J42220.822良好80.1+15290726/1.516.6完好9.822017150.50.3强风化层J42220.822良好80.1+15记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 31 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 1164、4 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45291XX.9.147236:106:5221/28112128354356657698134 128705500292XX.9.147246:537:3521/2271115233132486687119 134 103681500293XX.9.14726A7:368:1221/221016212932546686102 128 135 105789500294XX.9.147298:138:5821/237165、11153158657298109 143 117732500295XX.9.147328:599:3221/2111521334554667898117 138 116795500296XX.9.147339:3310:0921/2520314255627193119 142 108751500297XX.9.1473010:1010:4821/21116214253678492101 134 129753500298XX.9.1472710:4911:2821/21113223646658997109 131 133755500299XX.9.1472511:3312:1221/28814166、3234415678143 132549500300XX.9.1474513:5814:3121/221826344356768998109 133 121808500301XX.9.1474014:3215:1021/2223345657683102 117 143 118807500302XX.9.1473915:1115:4721/2142338567682108 114 138 107759500303XX.9.1473415:4816:2321/225112129486892110 118 137 102746500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况167、桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩291723/1.416.5完好9.922018180.50.4强风化层J42210.822良好80.1+15292724/0.315.4完好1122020180.50.3强风化层J4221168、.50.822良好80.1+15293726A/116.1完好10.322020180.50.4强风化层J42210.822良好80.1+15294729/116.1完好10.322020180.50.3强风化层J4221.50.822良好80.1+15295732/1.216.3完好10.122020180.50.3强风化层J42220.822良好80.1+15296733/116.1完好10.322020180.40.3强风化层J42220.822良好80.1+15297730/0.916完好10.422018180.50.3强风化层J42220.822良好80.1+15298727/11169、6.1完好10.322020180.50.3强风化层J42220.822良好80.1+15299725/15.1完好11.322018160.50.4强风化层J4221.80.822良好80.1+15300745/0.215.3完好11.122016150.50.4强风化层J42220.822良好80.1+15301740/1.614.7完好9.722017150.50.3强风化层J42220.822良好80.1+13302739/215.1完好9.322016150.50.3强风化层J42220.822良好80.1+13303734/17.1完好11.322018150.50.3强风化层J4170、2220.822良好80.1+10+7记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 32 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 3171、7 38 39 40 41 42 43 44 45304XX.9.1473516:2416:5821/28112128354356657698134 128703500305XX.9.1473817:0017:3721/271115233132486687119 134 103679500306XX.9.1474117:3818:1121/22212932546686102 128 135 105763500307XX.9.1474418:1218:4821/37113158657298109 143 117715500308XX.9.1474318:4919:2121/21121334554172、667898117 138 116780500309XX.9.1474219:2220:0421/241120314255627193119 142 108761500310XX.9.1473720:0520:4121/2716214253678492101 134 129749500311XX.9.1473620:4221:1621/241113223646658997109 131 133759500312XX.9.1475121:1722:0021/28143234415678143 132541500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)173、最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩304735/0.918完好10.422018180.50.4强风化层J42210.822良好80.1+10+73057380.2/17.9完好11.522020180.50.3强风化层J4221.50.82174、2良好80.1+9+9306741/16.1完好11.322020180.50.4强风化层J42210.822良好80.1+10+6307744/114.1完好10.322020180.50.3强风化层J4221.50.822良好80.1+13308743/1.514.6完好9.822020180.50.3强风化层J42220.822良好80.1+13309742/0.916完好10.422020180.40.3强风化层J42220.822良好80.1+15310737/0.616.7完好10.722018180.50.3强风化层J42220.822良好80.1+10+6311736/0.81175、7.9完好10.522020180.50.3强风化层J42220.822良好80.1+10+7312751/1.513.6完好9,822018160.50.4强风化层J4221.80.822良好80.1+12记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 33 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12176、345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45313XX.9.157496:106:5221/22828354356657698134 128675500314XX.9.157506:537:3521/21115233132486687119 134 103672500315XX.9.157537:368:1221/216212932546686102 128 135 105777500316XX.9.157528:138177、:5821/2711153158657298109 143 117729500317XX.9.157568:599:3221/21521334554667898117 138 116784500318XX.9.157579:3310:0921/2520314255627193119 142 108751500319XX.9.1575810:1010:4821/216214253678492101 134 129742500320XX.9.1575910:4911:2821/2223646658997109 131 133731500321XX.9.1576011:3312:1221/22258178、143234415678143 132550500322XX.9.1576113:5814:3121/22111826344356768998109 133 121819500323XX.9.1576214:3215:1021/212223345657683102 117 143 118819500324XX.9.1576315:1115:4721/2311142338567682108 114 138 107773500325XX.9.1574615:4816:2321/225112129486892110 118 137 102746500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土179、深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩313749/1.413.5完好9.922018180.50.4强风化层J42210.822良好80.1+12314750/1.313.4完好1022020180.50.3180、强风化层J4221.50.822良好80.1+12315753/1.313.4完好1022020180.50.4强风化层J42210.822良好80.1+12316752/1.413.5完好9.922020180.50.3强风化层J4221.50.822良好80.1+12317756/1.513.6完好9.822020180.50.3强风化层J42220.822良好80.1+123187571/14.1完好12.322020180.40.3强风化层J42220.822良好80.1+153197580.8/14.3完好12.122018180.50.3强风化层J42220.822良好80.1+1181、53207591.4/13.7完好12.722020180.50.3强风化层J42220.822良好80.1+15321760/1.316.4完好1022018160.50.4强风化层J4221.80.822良好80.1+15322761/1.516.6完好9.822016150.50.4强风化层J42220.822良好80.1+15323762/0.916完好10.422017150.50.3强风化层J42220.822良好80.1+15324763/1.216.3完好10.122016150.50.3强风化层J42220.822良好80.1+15325746/1.316.4完好102201182、8150.50.3强风化层J42220.822良好80.1+15记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 34 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 183、33 34 35 36 37 38 39 40 41 42 43 44 45326XX.9.1674818:4119:2021/2112128354356657698134 128698500327XX.9.1674719:2120:0721/21115233132486687119 134 103672500328XX.9.1681920:0820:5621/22235111518232932546686 102 128 135 105819500329XX.9.1681820:5721:3821/22224710131721273158657298109 143 117801500序号桩号184、桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩3267480.7/16.4完好1222018180.50.4强风化层J42210.822良好80.1+10+7327747/1.185、216.3完好10.122020180.50.3强风化层J4221.50.822良好80.1+15328819/123.1完好10.322020180.50.4强风化层J42210.822良好80.1+13+9329818/0.623.7完好10.722020180.50.3强风化层J4221.50.822良好80.1+10+13记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 35 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72186、专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45330XX.9.178176:106:5221/2223558112128354356657698134 128722500331XX.9.178166:537:4121/22225671115233132486687119 134 10369650033187、2XX.9.17816a7:428:2821/2222261016212932546686 102 128 135 105801500333XX.9.178158:299:1221/223345711153158657298 109 143 117746500334XX.9.178149:139:5821/24779111521334554667898 117 138 116822500335XX.9.178129:5910:4321/222235820314255627193 119 142 108768500336XX.9.1781310:4411:3221/223368101116214188、253678492101 134 129785500337XX.9.1780214:3415:2121/2233591113223646658997 109 131 133777500338XX.9.1780315:2216:1321/23445688143234415556657278143 132763500339XX.9.17803a16:1417:0021/222247111826344356768998109 133 121834500340XX.9.1780017:0217:5421/2225578223345657683102117 143 118836500341XX.9.17189、80117:5518:4121/2224667142338567682108114 138 107786500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩330817190、/1.323.4完好1022018180.50.4强风化层J42210.822良好80.1+13+9331816/1.223.3完好10.122020180.50.3强风化层J4221.50.822良好80.1+13+9332816a/124.1完好10.322020180.50.4强风化层J42210.822良好80.1+13+!0333815/0.822.9完好10.522020180.50.3强风化层J4221.50.822良好80.1+13+9334814/0.722.8完好10.622020180.50.3强风化层J42220.822良好80.1+13+9335812/23.1完好1191、1.322020180.40.3强风化层J42220.822良好80.1+13+10336813/1.223.3完好10.122018180.50.3强风化层J42220.822良好80.1+12+10337802/123.1完好10.322020180.50.3强风化层J42220.822良好80.1+13+9338803/0.224.3完好11.122018160.50.4强风化层J4221.80.822良好80.1+15+9339803a/124.1完好10.322016150.50.4强风化层J42220.822良好80.1+13+10340800/0.722.8完好10.622017192、150.50.3强风化层J42220.822良好80.1+!3+9341801/0.822.9完好10.522016150.50.3强风化层J42220.822良好80.1+12+10记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 36 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 击 数 (次/m)总锤击数备注开始结束12345678910 11193、1213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45342XX.9.187966:106:5221/2223558112128354356657698134 12878800500343XX.9.187956:537:4121/22225791115233132486687119 134 103699500344XX.9.187977:428:2821/22222561016212932546686102 128 135 105806500345XX.194、9.187948:299:1221/22333456711153158657298109 143 117755500346XX.9.187939:139:5821/22247111521334554667898 117 138 116810500347XX.9.188049:5910:4321/222223520314255627193 119 142 108762500348XX.9.1880510:4411:3221/2233261116214253678492 101 134 129769500349XX.9.1881114:3415:2121/223351113223646658997195、109131 133768500350XX.9.1881015:2216:1321/23445688143234415678 143 132571500351XX.9.1880616:1417:0021/22257111826344356768998 109 133 121833500352XX.9.1880717:0217:5421/2222358223345657683102117 143 118829500353XX.9.1880917:5518:4121/2222347142338567682108114 138 107779500354XX.9.1880818:4219:2621/2196、22259132129486892#118137 102761500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩342796/1.224.3完好10.12201818197、0.50.4强风化层J42210.822良好80.1+13+10343795/124.1完好10.322020180.50.3强风化层J4221.50.822良好80.1+!3+10344797/0.824.9完好10.522020180.50.4强风化层J42210.822良好80.1+14+10345794/0.624.7完好10.722020180.50.3强风化层J4221.50.822良好80.1+14+10346793/23.1完好11.322020180.50.3强风化层J42220.822良好80.1+14+9347804/0.422.5完好10.922020180.40.3强198、风化层J42220.822良好80.1+13+9348805/0.522.6完好10.822018180.50.3强风化层J42220.822良好80.1+13+9349811/22.1完好11.322020180.50.3强风化层J42220.822良好80.1+13+9350810/0.821.9完好10.522018160.50.4强风化层J4221.80.822良好80.1+!2+9351806/123.1完好10.322016150.50.4强风化层J42220.822良好80.1+12+10352807/0.722.8完好10.622017150.50.3强风化层J42220.82199、2良好80.1+11+11353809/0.923完好10.422016150.50.3强风化层J42220.822良好80.1+13+9354808/122.1完好10.322018150.50.3强风化层J42220.822良好80.1+12+9记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:锤 击 混 凝 土 预 制 桩、钢 桩 施 工 记 录 表GD2301012 37 单位(子单位)工程名称2-92-19栋地下室总承包施工单位项目负责人桩机型号HD72专业承包施工单位/项目负责人/序号施工日期桩号打桩起止时间锤落距(m)每 米 锤 200、击 数 (次/m)总锤击数备注开始结束12345678910 111213 14 15 161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45355XX.9.1879218:4119:2021/2235112128354356657698134128708500356XX.9.1879119:2120:0721/22251115233132486687#134103681500357XX.9.1879020:0820:5621/225111518232932546686#12201、8135 105814500358XX.9.1878920:5721:3821/222131721273158657298#143117778500359XX.9.207886:106:5221/258112128354356657698134#78788500360XX.9.207876:537:4121/221115233132486687119 134#674500361XX.9.207837:428:2821/2216212932546686102 128 135#779500362XX.9.207848:299:1221/22711153158657298109 143#731500202、363XX.9.207869:139:5821/2111521334554667898117 138#795500364XX.9.207859:5910:4321/23520314255627193119 142#754500序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)最后三阵贯入度(mm)垂直度(倾斜度)偏差%桩端持力层混 凝 土 预 制 桩 和 钢 桩 焊 接 焊 缝混凝土预制桩硫磺胶泥接桩备注落距(m)一二三设计实测焊条(剂)型号及使用前处理上下节端部错口(mm)焊缝咬边深度(mm)焊缝加强层高度(mm)焊缝加强层宽度(mm)焊缝外观质量焊缝探伤203、检验电焊后停歇时间(min)节点弯曲矢高胶泥灌注时间(min)有无灌满灌注后停歇时间(min)桩尖+配桩355792/0.620.7完好10.722018180.50.4强风化层J42210.822良好80.1+13+7356791/0.720.8完好10.622020180.50.3强风化层J4221.50.822良好80.1+13+7357790/0.521.6完好10.822020180.50.4强风化层J42210.822良好80.1+12+9358789/0.820.9完好10.522020180.50.3强风化层J4221.50.822良好80.1+13+7359788/20.1完204、好11.322020180.50.3强风化层J4231.50.822良好80.1+10+10360787/19.1完好11.322020180.50.3强风化层J4241.50.822良好80.1+!0+9361783/19.1完好11.322020180.50.3强风化层J4251.50.822良好80.1+10+9362784/0.418.5完好10.922020180.50.3强风化层J4261.50.822良好80.1+!2+6363786/0.518.6完好10.822020180.50.3强风化层J4271.50.822良好80.1+9+9364785/19.1完好11.322020180.50.3强风化层J4281.50.822良好80.1+10+9记录员:施工班组长签名:专业工长(施工员)签名:项目专业质量检查员(签名):监理(建设)单位见证员:序号桩号桩高出自然地面(m)送桩深度(m)桩尖入土深度(m)桩顶状况桩顶施工标高(m)桩端持力层