1、 水水 泥泥 土土 搅搅 拌拌 桩桩 施施 工工 记记 录录 表表GD2301022第页共页 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程总承包施工单位项目负责人专业承包施工单位项目负责人设计桩长12.00 m设计桩径0.55 m设计水泥掺量1316 设计90天水泥土试块强度0.5 MPa下沉控制速度1.6 m/min提升控制速度0.8 m/min序号日期桩号施工工序每 米 下 沉 或 提 升 时 间(min/m)/每 米 下 沉 或 提 供 的 喷 浆 量(L/m)或 喷 粉 量(kg/m)搅拌时间喷浆(粉)时 间施工总时间(min)水泥用量(kg)备注1.02.02.73.74.2、75.76.77.78.79.710.711.712.713.714.71516171819时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量开始终止开始终止1搅拌下沉0.6315.000.6315.000.6310.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:108:589:088:589:08503、801空桩为2.7m6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:159:089:239:089:2311月18日1-25搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:089:239:319:239:31搅4、拌提升0.6315.000.6315.000.6310.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:179:319:489:319:482搅拌下沉0.6315.000.6315.000.6310.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:5、010:109:499:599:499:5950801空桩为2.7m6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:159:5910:149:5910:1411月18日1-23搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.636、15.000:0810:1410:2210:1410:22搅拌提升0.6315.000.6315.000.6310.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1710:2210:3910:2210:393搅拌下沉0.6315.000.6315.000.6310.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.637、15.000.6315.000.6315.000.6315.000:010:1010:4010:5010:4010:5050801空桩为2.7m6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1510:5011:0510:5011:0511月18日1-21搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.008、0.6315.000.6315.000.6315.000.6315.000.6315.000:0811:0511:1311:0511:13搅拌提升0.6315.000.6315.000.6310.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1711:1311:3011:1311:304搅拌下沉0.6315.000.6315.000.6310.500.6315.000.6315.000.6315.000.6315.009、0.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:1011:3111:4111:3111:4150801空桩为2.7m6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1511:4111:5611:4111:5611月18日1-19搅拌下沉0000000.6315.000.6315.000.63110、5.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:0811:5612:0411:5612:04搅拌提升0.6315.000.6315.000.6310.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1712:0412:2112:0412:215搅拌下沉0.6315.000.6315.000.63111、0.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:1012:2212:3212:2212:3250801空桩为2.7m6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1512:3212:4712:3212:4711月12、18日1-17搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:0812:4712:5512:4712:55搅拌提升0.6315.000.6315.000.6310.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1712:5513:13、1212:5513:126搅拌下沉0.6315.000.6315.000.6310.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:1013:1313:2313:1313:2350801空桩为2.7m6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.26114、5.001.2615.000:1513:2313:3813:2313:3811月18日1-15搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:0813:3813:4613:3813:46搅拌提升0.6315.000.6315.000.6310.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.015、01.2615.001.2615.001.2615.000:1713:4614:0313:4614:03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：注：喷浆采用的水灰比、施工中的异常现象均应在备注栏中注明；根据复搅次数在“序号”、“日期”、“桩号”、“施工总时间”、“水泥用量”、“备注”栏目划横线分隔。水水 泥泥 土土 搅搅 拌拌 桩桩 施施 工工 记记 录录 表表GD2301022第页共页 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程总承包施工单位项目负责人专业承包施工单位项目负责人设计桩长12.00 m设计桩径0.55 16、m设计水泥掺量1316 设计90天水泥土试块强度0.5 MPa下沉控制速度1.6 m/min提升控制速度0.8 m/min序号日期桩号施工工序每 米 下 沉 或 提 升 时 间(min/m)/每 米 下 沉 或 提 供 的 喷 浆 量(L/m)或 喷 粉 量(kg/m)搅拌时间喷浆(粉)时 间施工总时间(min)水泥用量(kg)备注1.02.02.73.74.75.76.77.78.79.710.711.712.713.714.71516171819时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时17、间喷量时间喷量开始终止开始终止7搅拌下沉0.6315.000.6315.000.6310.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:1014:0414:1414:0414:1450801空桩为2.7m6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.18、2615.001.2615.000:1514:1414:2914:1414:2911月18日1-13搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:0814:2914:3714:2914:37搅拌提升0.6315.000.6315.000.6310.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.26119、5.001.2615.001.2615.001.2615.000:1714:3714:5414:3714:548搅拌下沉0.6315.000.6315.000.6310.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:1014:5515:0514:5515:0550801空桩为2.7m6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.20、001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1515:0515:2015:0515:2011月18日1-11搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:0815:2015:2815:2015:28搅拌提升0.6315.000.6315.000.6310.501.2615.001.2615.001.2615.001.2615.00121、.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1715:2815:4515:2815:459搅拌下沉0.6315.000.6315.000.6310.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:1015:4615:5615:4615:5650801空桩为2.7m6J-搅拌提升0000001.2615.001.222、615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1515:5616:1115:5616:1111月18日1-9搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:0816:1116:1916:1116:19搅拌提升0.6315.000.6315.000.6310.23、501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1716:1916:3616:1916:3610搅拌下沉0.6315.000.6315.000.6310.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:1016:3716:4716:371624、:4750801空桩为2.7m6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1516:4717:0216:4717:0211月18日1-7搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:0817:0217:125、017:0217:10搅拌提升0.6315.000.6315.000.6310.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1717:1017:2717:1017:2711搅拌下沉0.6315.000.6315.000.6310.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.626、315.000.6315.000:010:1017:2817:3817:2817:3850801空桩为2.7m6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1517:3817:5317:3817:5311月18日1-5搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.0027、0.6315.000.6315.000.6315.000:0817:5318:0117:5318:01搅拌提升0.6315.000.6315.000.6310.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1718:0118:1818:0118:1812搅拌下沉0.6315.000.6315.000.6310.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.028、00.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:1018:1918:2918:1918:2950801空桩为2.7m6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1518:2918:4418:2918:4411月18日1-3搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.63129、5.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:0818:4418:5218:4418:52搅拌提升0.6315.000.6315.000.6310.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1718:5219:0918:5219:09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)30、单位见证员：注：喷浆采用的水灰比、施工中的异常现象均应在备注栏中注明；根据复搅次数在“序号”、“日期”、“桩号”、“施工总时间”、“水泥用量”、“备注”栏目划横线分隔。水水 泥泥 土土 搅搅 拌拌 桩桩 施施 工工 记记 录录 表表GD2301022第页共页 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程总承包施工单位项目负责人专业承包施工单位项目负责人设计桩长12.00 m设计桩径0.55 m设计水泥掺量1316 设计90天水泥土试块强度0.5 MPa下沉控制速度1.6 m/min提升控制速度0.8 m/min序号日期桩号施工工序每 米 下 沉 或 提 升 时 间(min/m)/每 31、米 下 沉 或 提 供 的 喷 浆 量(L/m)或 喷 粉 量(kg/m)搅拌时间喷浆(粉)时 间施工总时间(min)水泥用量(kg)备注1.02.02.73.74.75.76.77.78.79.710.711.712.713.714.71516171819时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量开始终止开始终止13搅拌下沉0.6315.000.6315.000.6310.500.6315.000.6315.000.6315.000.6315.000.6315.000.63132、5.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:1019:1019:2019:1019:2050801空桩为2.7m6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1519:2019:3519:2019:3511月18日1-1搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.33、6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:0819:3519:4319:3519:43搅拌提升0.6315.000.6315.000.6310.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1719:4320:0019:4320:0014搅拌下沉0.6315.000.6315.000.6310.500.6315.00034、.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:1020:0120:1120:0120:1150801空桩为2.7m5J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1520:1120:2620:1120:2611月18日1-1搅拌下沉000035、000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:0820:2620:3420:2620:34搅拌提升0.6315.000.6315.000.6310.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1720:3420:5120:3420:5115搅36、拌下沉0.6315.000.6315.000.6310.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:1020:5221:0220:5221:0250801空桩为2.7m5J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.00037、:1521:0221:1721:0221:1711月18日1-3搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:0821:1721:2521:1721:25搅拌提升0.6315.000.6315.000.6310.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.26138、5.001.2615.000:1721:2521:4221:2521:4216搅拌下沉0.6315.000.6315.000.6310.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:1021:4321:5321:4321:5350801空桩为2.7m5J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.261539、.001.2615.001.2615.001.2615.001.2615.000:1521:5322:0821:5322:0811月18日1-5搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:0822:0822:1622:0822:16搅拌提升0.6315.000.6315.000.6310.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.00140、.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1722:1622:3322:1622:33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：注：喷浆采用的水灰比、施工中的异常现象均应在备注栏中注明；根据复搅次数在“序号”、“日期”、“桩号”、“施工总时间”、“水泥用量”、“备注”栏目划横线分隔。水水 泥泥 土土 搅搅 拌拌 桩桩 施施 工工 记记 录录 表表GD2301022第页共页 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程总承包施工单位项目负责人专业承包施工单位41、项目负责人设计桩长13.50 m设计桩径0.55 m设计水泥掺量1316 设计90天水泥土试块强度0.5 MPa下沉控制速度1.6 m/min提升控制速度0.8 m/min序号日期桩号施工工序每 米 下 沉 或 提 升 时 间(min/m)/每 米 下 沉 或 提 供 的 喷 浆 量(L/m)或 喷 粉 量(kg/m)搅拌时间喷浆(粉)时 间施工总时间(min)水泥用量(kg)备注1.01.92.93.94.95.96.97.98.99.910.911.912.913.914.915.416171819时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间42、喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量开始终止开始终止17搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.327.500:010:1023:3523:4523:3523:4554867空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2643、15.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.637.500:1723:450:0223:450:0211月19日1-6搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.327.500:090:020:110:020:11搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.0044、1.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.637.500:180:110:290:110:2918搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.327.500:010:100:300:400:300:4054869空桩为145、.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.637.500:170:400:570:400:5711月19日1-4搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.327.546、00:090:571:060:571:06搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.637.500:181:061:241:061:2419搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.47、000.6315.000.6315.000.6315.000.327.500:010:101:251:351:251:3554867空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.637.500:171:351:521:351:5211月19日1-2搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.0048、0.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.327.500:091:522:011:522:01搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.637.500:182:012:192:012:19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49、(建设)单位见证员：注：喷浆采用的水灰比、施工中的异常现象均应在备注栏中注明；根据复搅次数在“序号”、“日期”、“桩号”、“施工总时间”、“水泥用量”、“备注”栏目划横线分隔。水水 泥泥 土土 搅搅 拌拌 桩桩 施施 工工 记记 录录 表表GD2301022第页共页 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程总承包施工单位项目负责人专业承包施工单位项目负责人设计桩长12.00 m设计桩径0.55 m设计水泥掺量1316 设计90天水泥土试块强度0.5 MPa下沉控制速度1.6 m/min提升控制速度0.8 m/min序号日期桩号施工工序每 米 下 沉 或 提 升 时 间(min/m50、)/每 米 下 沉 或 提 供 的 喷 浆 量(L/m)或 喷 粉 量(kg/m)搅拌时间喷浆(粉)时 间施工总时间(min)水泥用量(kg)备注1.02.02.73.74.75.76.77.78.79.710.711.712.713.714.71516171819时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量开始终止开始终止20搅拌下沉0.6310.130.6310.130.6314.630.6315.000.6315.000.6315.000.6315.000.6315.00051、.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:010:102:202:302:202:3050801空桩为2.7m6J-搅拌提升00000.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:152:302:452:302:4511月19日1-2搅拌下沉00000.6314.630.6315.000.6315.000.6315.00052、.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:082:452:532:452:53搅拌提升0.6310.130.6310.130.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:172:533:102:533:1021搅拌下沉0.6310.130.6310.130.6314.630.6315.053、00.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:010:103:113:213:113:2150802空桩为2.7m6J-搅拌提升00000.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:153:213:363:213:3611月19日1-4搅拌下沉00054、00.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:083:363:443:363:44搅拌提升0.6310.130.6310.130.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:173:444:013:444:0122搅55、拌下沉0.6310.130.6310.130.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:010:104:024:124:024:1250801空桩为2.7m6J-搅拌提升00000.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.56、500:154:124:274:124:2711月19日1-6搅拌下沉00000.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:084:274:354:274:35搅拌提升0.6310.130.6310.130.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.257、615.000.8810.500:174:354:524:354:5223搅拌下沉0.6310.130.6310.130.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:010:104:535:034:535:0350801空桩为2.7m6J-搅拌提升00000.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.26158、5.001.2615.001.2615.001.2615.000.8810.500:155:035:185:035:1811月19日1-8搅拌下沉00000.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:085:185:265:185:26搅拌提升0.6310.130.6310.130.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.00159、.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:175:265:435:265:4324搅拌下沉0.6310.130.6310.130.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:010:105:445:545:445:5450803空桩为2.7m6J-搅拌提升00000.6314.631.2615.001.2615.001.2615.001.260、615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:155:546:095:546:0911月19日1-10搅拌下沉00000.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:086:096:176:096:17搅拌提升0.6310.130.6310.130.6314.631.2615.001.2615.61、001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:176:176:346:176:3425搅拌下沉0.6310.130.6310.130.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:010:106:356:456:356:4550801空桩为2.7m6J-搅拌提升000062、0.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:156:457:006:457:0011月19日1-12搅拌下沉00000.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:087:007:087:007:08搅拌提升0.6363、10.130.6310.130.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:177:087:257:087:25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：注：喷浆采用的水灰比、施工中的异常现象均应在备注栏中注明；根据复搅次数在“序号”、“日期”、“桩号”、“施工总时间”、“水泥用量”、“备注”栏目划横线分隔。水水 泥泥 土土 搅搅 拌拌 桩桩 施64、施 工工 记记 录录 表表GD2301022第页共页 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程总承包施工单位项目负责人专业承包施工单位项目负责人设计桩长12.00 m设计桩径0.55 m设计水泥掺量1316 设计90天水泥土试块强度0.5 MPa下沉控制速度1.6 m/min提升控制速度0.8 m/min序号日期桩号施工工序每 米 下 沉 或 提 升 时 间(min/m)/每 米 下 沉 或 提 供 的 喷 浆 量(L/m)或 喷 粉 量(kg/m)搅拌时间喷浆(粉)时 间施工总时间(min)水泥用量(kg)备注1.02.02.73.74.75.76.77.78.79.710.765、11.712.713.714.71516171819时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量开始终止开始终止26搅拌下沉0.6310.130.6310.130.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:010:107:267:367:267:3650804空桩为2.7m6J-搅拌提升0066、000.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:157:367:517:367:5111月19日1-14搅拌下沉00000.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:087:517:597:517:59搅拌提升0.67、6310.130.6310.130.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:177:598:167:598:1627搅拌下沉0.6310.130.6310.130.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:010:68、108:178:278:178:2750801空桩为2.7m6J-搅拌提升00000.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:158:278:428:278:4211月19日1-16搅拌下沉00000.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.63169、5.000.4010.500:088:428:508:428:50搅拌提升0.6310.130.6310.130.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:178:509:078:509:0728搅拌下沉0.6310.130.6310.130.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.670、315.000.6315.000.6315.000.4010.500:010:109:089:189:089:1850801空桩为2.7m6J-搅拌提升00000.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:159:189:339:189:3311月19日1-18搅拌下沉00000.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.71、6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:089:339:419:339:41搅拌提升0.6310.130.6310.130.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:179:419:589:419:5829搅拌下沉0.6310.130.6310.130.6314.630.6315.000.6315.000.6315.000.6315.0072、0.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:010:109:5910:099:5910:0950801空桩为2.7m6J-搅拌提升00000.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1510:0910:2410:0910:2411月19日1-20搅拌下沉00000.6314.630.6315.000.73、6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:0810:2410:3210:2410:32搅拌提升0.6310.130.6310.130.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1710:3210:4910:3210:4930搅拌下沉0.6310.13074、.6310.130.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:010:1010:5011:0010:5011:0050801空桩为2.7m6J-搅拌提升00000.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1511:75、0011:1511:0011:1511月19日1-22搅拌下沉00000.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:0811:1511:2311:1511:23搅拌提升0.6310.130.6310.130.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.276、615.000.8810.500:1711:2311:4011:2311:4031搅拌下沉0.6310.130.6310.130.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:010:1011:4111:5111:4111:5150801空桩为2.7m6J-搅拌提升00000.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.261577、.001.2615.001.2615.001.2615.001.2615.000.8810.500:1511:5112:0611:5112:0611月19日1-24搅拌下沉00000.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:0812:0612:1412:0612:14搅拌提升0.6310.130.6310.130.6314.631.2615.001.2615.001.2615.001.2615.001.78、2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1712:1412:3112:1412:31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：注：喷浆采用的水灰比、施工中的异常现象均应在备注栏中注明；根据复搅次数在“序号”、“日期”、“桩号”、“施工总时间”、“水泥用量”、“备注”栏目划横线分隔。水水 泥泥 土土 搅搅 拌拌 桩桩 施施 工工 记记 录录 表表GD2301022第页共页 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程总承包79、施工单位项目负责人专业承包施工单位项目负责人设计桩长12.00 m设计桩径0.55 m设计水泥掺量1316 设计90天水泥土试块强度0.5 MPa下沉控制速度1.6 m/min提升控制速度0.8 m/min序号日期桩号施工工序每 米 下 沉 或 提 升 时 间(min/m)/每 米 下 沉 或 提 供 的 喷 浆 量(L/m)或 喷 粉 量(kg/m)搅拌时间喷浆(粉)时 间施工总时间(min)水泥用量(kg)备注1.02.02.73.74.75.76.77.78.79.710.711.712.713.714.71516171819时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷80、量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量开始终止开始终止32搅拌下沉0.6310.130.6310.130.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:010:1012:3212:4212:3212:4250801空桩为2.7m6J-搅拌提升00000.6314.631.2615.001.2615.001.2615.001.2615.001.261581、.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1512:4212:5712:4212:5711月19日2-27搅拌下沉00000.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:0812:5713:0512:5713:05搅拌提升0.6310.130.6310.130.6314.631.2615.001.2615.001.82、2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1713:0513:2213:0513:2233搅拌下沉0.6310.130.6310.130.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:010:1013:2313:3313:2313:3350801空桩为2.7m6J-搅拌提升83、00000.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1513:3313:4813:3313:4811月19日2-25搅拌下沉00000.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:0813:4813:5613:48184、3:56搅拌提升0.6310.130.6310.130.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1713:5614:1313:5614:1334搅拌下沉0.6310.130.6310.130.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.00085、.4010.500:010:1014:1414:2414:1414:2450801空桩为2.7m6J-搅拌提升00000.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1514:2414:3914:2414:3911月19日2-23搅拌下沉00000.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.00086、.6315.000.6315.000.6315.000.4010.500:0814:3914:4714:3914:47搅拌提升0.6310.130.6310.130.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1714:4715:0414:4715:0435搅拌下沉0.6310.130.6310.130.6314.630.6315.000.6315.000.6315.000.6315.000.6315.0087、0.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:010:1015:0515:1515:0515:1550801空桩为2.7m6J-搅拌提升00000.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1515:1515:3015:1515:3011月19日2-21搅拌下沉00000.6314.630.6315.000.6315.0088、0.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:0815:3015:3815:3015:38搅拌提升0.6310.130.6310.130.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1715:3815:5515:3815:5536搅拌下沉0.6310.130.6310.189、30.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:010:1015:5616:0615:5616:0650801空桩为2.7m6J-搅拌提升00000.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1516:0616:2190、16:0616:2111月19日2-19搅拌下沉00000.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:0816:2116:2916:2116:29搅拌提升0.6310.130.6310.130.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.00091、.8810.500:1716:2916:4616:2916:4637搅拌下沉0.6310.130.6310.130.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:010:1016:4716:5716:4716:5750801空桩为2.7m6J-搅拌提升00000.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2692、15.001.2615.001.2615.001.2615.000.8810.500:1516:5717:1216:5717:1211月19日2-17搅拌下沉00000.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:0817:1217:2017:1217:20搅拌提升0.6310.130.6310.130.6314.631.2615.001.2615.001.2615.001.2615.001.2615.0093、1.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1717:2017:3717:2017:3738搅拌下沉0.6310.130.6310.130.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:010:1017:3817:4817:3817:4850801空桩为2.7m6J-搅拌提升00000.6314.631.2615.001.294、615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1517:4818:0317:4818:0311月19日2-15搅拌下沉00000.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:0818:0318:1118:0318:11搅拌提升0.6310.130.6310.195、30.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1718:1118:2818:1118:28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：注：喷浆采用的水灰比、施工中的异常现象均应在备注栏中注明；根据复搅次数在“序号”、“日期”、“桩号”、“施工总时间”、“水泥用量”、“备注”栏目划横线分隔。水水 泥泥 土土 搅搅 拌拌 桩桩 施施 工工 记记 录96、录 表表GD2301022第页共页 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程总承包施工单位项目负责人专业承包施工单位项目负责人设计桩长12.00 m设计桩径0.55 m设计水泥掺量1316 设计90天水泥土试块强度0.5 MPa下沉控制速度1.6 m/min提升控制速度0.8 m/min序号日期桩号施工工序每 米 下 沉 或 提 升 时 间(min/m)/每 米 下 沉 或 提 供 的 喷 浆 量(L/m)或 喷 粉 量(kg/m)搅拌时间喷浆(粉)时 间施工总时间(min)水泥用量(kg)备注1.02.02.73.74.75.76.77.78.79.710.711.712.7197、3.714.71516171819时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量开始终止开始终止39搅拌下沉0.6310.130.6310.130.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:010:1018:2918:3918:2918:3950801空桩为2.7m6J-搅拌提升00000.698、314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1518:3918:5418:3918:5411月19日2-13搅拌下沉00000.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:0818:5419:0218:5419:02搅拌提99、升0.6310.130.6310.130.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1719:0219:1919:0219:1940搅拌下沉0.6310.130.6310.130.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.5100、00:010:1019:2019:3019:2019:3050801空桩为2.7m6J-搅拌提升00000.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1519:3019:4519:3019:4511月19日2-11搅拌下沉00000.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.0101、00.6315.000.6315.000.4010.500:0819:4519:5319:4519:53搅拌提升0.6310.130.6310.130.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1719:5320:1019:5320:1041搅拌下沉0.6310.130.6310.130.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.102、000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:010:1020:1120:2120:1120:2150801空桩为2.7m6J-搅拌提升00000.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1520:2120:3620:2120:3611月19日2-9搅拌下沉00000.6314.630.6315.000.6315.000.6315.0103、00.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:0820:3620:4420:3620:44搅拌提升0.6310.130.6310.130.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1720:4421:0120:4421:0142搅拌下沉0.6310.130.6310.130.6314.104、630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:010:1021:0221:1221:0221:1250810空桩为2.7m6J-搅拌提升00000.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1521:1221:2721:1221:105、2711月19日2-7搅拌下沉00000.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:0821:2721:3521:2721:35搅拌提升0.6310.130.6310.130.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500106、:1721:3521:5221:3521:5243搅拌下沉0.6310.130.6310.130.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:010:1021:5322:0321:5322:0350809空桩为2.7m6J-搅拌提升00000.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.26107、15.001.2615.001.2615.000.8810.500:1522:0322:1822:0322:1811月19日2-5搅拌下沉00000.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:0822:1822:2622:1822:26搅拌提升0.6310.130.6310.130.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001108、.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1722:2622:4322:2622:4344搅拌下沉0.6310.130.6310.130.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:010:1022:4422:5422:4422:5450808空桩为2.7m6J-搅拌提升00000.6314.631.2615.001.2615.001.26109、15.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1522:5423:0922:5423:0911月19日2-3搅拌下沉00000.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:0823:0923:1723:0923:17搅拌提升0.6310.130.6310.130.6314.631110、.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1723:1723:3423:1723:3445搅拌下沉0.6310.130.6310.130.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:010:1023:3523:4523:3523:45111、50811空桩为2.7m6J-搅拌提升00000.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1523:450:0023:450:0011月19日2-1搅拌下沉00000.6314.630.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4010.500:08112、0:000:080:000:08搅拌提升0.6310.130.6310.130.6314.631.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:170:080:250:080:25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：注：喷浆采用的水灰比、施工中的异常现象均应在备注栏中注明；根据复搅次数在“序号”、“日期”、“桩号”、“施工总时间”、“水泥用量”、“备注”栏目划113、横线分隔。水水 泥泥 土土 搅搅 拌拌 桩桩 施施 工工 记记 录录 表表GD2301022第页共页 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程总承包施工单位项目负责人专业承包施工单位项目负责人设计桩长13.30 m设计桩径0.55 m设计水泥掺量1316 设计90天水泥土试块强度0.5 MPa下沉控制速度1.6 m/min提升控制速度0.8 m/min序号日期桩号施工工序每 米 下 沉 或 提 升 时 间(min/m)/每 米 下 沉 或 提 供 的 喷 浆 量(L/m)或 喷 粉 量(kg/m)搅拌时间喷浆(粉)时 间施工总时间(min)水泥用量(kg)备注1.01.92.93114、.94.95.96.97.98.99.910.911.912.913.914.915.316171819时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量开始终止开始终止46搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.204.500:010:100:2115、60:360:260:3653855空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.404.500:160:360:520:360:5211月20日2-1搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6116、315.000.6315.000.204.500:090:521:010:521:01搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.404.500:181:011:191:011:1947搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6117、315.000.6315.000.6315.000.6315.000.6315.000.6315.000.204.500:010:101:201:301:201:3053856空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.404.500:161:301:461:301:4611月20日2-3搅拌下沉00000.6315.000.6315.000.6315.000.631118、5.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.204.500:091:461:551:461:55搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.404.500:181:552:131:552:1348搅拌下沉0.6315.000.571119、3.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.204.500:010:102:142:242:142:2453857空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.404.5120、00:162:242:402:242:4011月20日2-5搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.204.500:092:402:492:402:49搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.261121、5.001.2615.001.2615.000.404.500:182:493:072:493:07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：注：喷浆采用的水灰比、施工中的异常现象均应在备注栏中注明；根据复搅次数在“序号”、“日期”、“桩号”、“施工总时间”、“水泥用量”、“备注”栏目划横线分隔。水水 泥泥 土土 搅搅 拌拌 桩桩 施施 工工 记记 录录 表表GD2301022第页共页 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程总承包施工单位项目负责人专业承包施工单位项目负责人设计桩长12.00 m设计桩径0.55 m设122、计水泥掺量1316 设计90天水泥土试块强度0.5 MPa下沉控制速度1.6 m/min提升控制速度0.8 m/min序号日期桩号施工工序每 米 下 沉 或 提 升 时 间(min/m)/每 米 下 沉 或 提 供 的 喷 浆 量(L/m)或 喷 粉 量(kg/m)搅拌时间喷浆(粉)时 间施工总时间(min)水泥用量(kg)备注1.02.02.73.74.75.76.77.78.79.710.711.712.713.714.715.016.017.018.019.0时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时123、间喷量时间喷量时间喷量时间喷量开始终止开始终止49搅拌下沉0.6315.000.6315.000.4410.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:093:083:173:083:1749801空桩为2.7m6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615124、.001.2615.001.2615.000:153:173:323:173:3211月20日2-26搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:083:323:403:323:40搅拌提升0.6315.000.6315.000.4410.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.0125、01.2615.001.2615.001.2615.000:173:403:573:403:5750搅拌下沉0.6315.000.6315.000.4410.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:093:584:073:584:0749801空桩为2.7m6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.0126、01.2615.001.2615.001.2615.001.2615.001.2615.000:154:074:224:074:2211月20日2-24搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:084:224:304:224:30搅拌提升0.6315.000.6315.000.4410.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001127、.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:174:304:474:304:4751搅拌下沉0.6315.000.6315.000.4410.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:094:484:574:484:5749801空桩为2.7m6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001128、.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:154:575:124:575:1211月20日2-22搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:085:125:205:125:20搅拌提升0.6315.000.6315.000.4410.501.2615.001.2615.001.2615.001.2129、615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:175:205:375:205:3752搅拌下沉0.6315.000.6315.000.4410.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:095:385:475:385:4749801空桩为2.7m6J-搅拌提升0000001.2615.001.2130、615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:155:476:025:476:0211月20日2-20搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:086:026:106:026:10搅拌提升0.6315.000.6315.000.4410.501.261131、5.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:176:106:276:106:2753搅拌下沉0.6315.000.6315.000.4410.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:096:286:376:286:3749801空桩为2.7m132、6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:156:376:526:376:5211月20日2-18搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:086:527:006:527:00搅拌提升0.6315.133、000.6315.000.4410.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:177:007:177:007:1754搅拌下沉0.6315.000.6315.000.4410.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:097:1134、87:277:187:2749801空桩为2.7m6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:157:277:427:277:4211月20日2-16搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:087:135、427:507:427:50搅拌提升0.6315.000.6315.000.4410.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:177:508:077:508:07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：注：喷浆采用的水灰比、施工中的异常现象均应在备注栏中注明；根据复搅次数在“序号”、“日期”、“桩号”、“施工总时间”、“水泥用量”、“备注”栏目划横线136、分隔。水水 泥泥 土土 搅搅 拌拌 桩桩 施施 工工 记记 录录 表表GD2301022第页共页 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程总承包施工单位项目负责人专业承包施工单位项目负责人设计桩长12.00 m设计桩径0.55 m设计水泥掺量1316 设计90天水泥土试块强度0.5 MPa下沉控制速度1.6 m/min提升控制速度0.8 m/min序号日期桩号施工工序每 米 下 沉 或 提 升 时 间(min/m)/每 米 下 沉 或 提 供 的 喷 浆 量(L/m)或 喷 粉 量(kg/m)搅拌时间喷浆(粉)时 间施工总时间(min)水泥用量(kg)备注1.02.02.73.7137、4.75.76.77.78.79.710.711.712.713.714.715.016.017.018.019.0时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量开始终止开始终止55搅拌下沉0.6315.000.6315.000.4410.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:098:088138、:178:088:1749801空桩为2.7m6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:158:178:328:178:3211月20日2-14搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:088:32139、8:408:328:40搅拌提升0.6315.000.6315.000.4410.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:178:408:578:408:5756搅拌下沉0.6315.000.6315.000.4410.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315140、.000.6315.000:010:098:589:078:589:0749801空桩为2.7m6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:159:079:229:079:2211月20日2-12搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000141、.6315.000.6315.000:089:229:309:229:30搅拌提升0.6315.000.6315.000.4410.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:179:309:479:309:4757搅拌下沉0.6315.000.6315.000.4410.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.0142、00.6315.000.6315.000.6315.000.6315.000:010:099:489:579:489:5749801空桩为2.7m6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:159:5710:129:5710:1211月20日2-10搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000143、.6315.000.6315.000.6315.000.6315.000.6315.000:0810:1210:2010:1210:20搅拌提升0.6315.000.6315.000.4410.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1710:2010:3710:2010:3758搅拌下沉0.6315.000.6315.000.4410.500.6315.000.6315.000.6315.000.6315.00144、0.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:0910:3810:4710:3810:4749801空桩为2.7m6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1510:4711:0210:4711:0211月20日2-8搅拌下沉0000000.6315.000.6315.000.6315145、.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:0811:0211:1011:0211:10搅拌提升0.6315.000.6315.000.4410.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1711:1011:2711:1011:2759搅拌下沉0.6315.000.6315.000.441146、0.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:0911:2811:3711:2811:3749801空桩为2.7m6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1511:3711:5211:3711:5211月147、20日2-6搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:0811:5212:0011:5212:00搅拌提升0.6315.000.6315.000.4410.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1712:0012:1148、712:0012:1760搅拌下沉0.6315.000.6315.000.4410.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:0912:1812:2712:1812:2749801空桩为2.7m6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.261149、5.001.2615.000:1512:2712:4212:2712:4211月20日2-4搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:0812:4212:5012:4212:50搅拌提升0.6315.000.6315.000.4410.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.00150、1.2615.001.2615.001.2615.000:1712:5013:0712:5013:0761搅拌下沉0.6315.000.6315.000.4410.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:010:0913:0813:1713:0813:1749801空桩为2.7m6J-搅拌提升0000001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001151、.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1513:1713:3213:1713:3211月20日2-2搅拌下沉0000000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000:0813:3213:4013:3213:40搅拌提升0.6315.000.6315.000.4410.501.2615.001.2615.001.2615.001.2615.001.261152、5.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000:1713:4013:5713:4013:57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：注：喷浆采用的水灰比、施工中的异常现象均应在备注栏中注明；根据复搅次数在“序号”、“日期”、“桩号”、“施工总时间”、“水泥用量”、“备注”栏目划横线分隔。水水 泥泥 土土 搅搅 拌拌 桩桩 施施 工工 记记 录录 表表GD2301022第页共页 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程总承包施工单153、位项目负责人专业承包施工单位项目负责人设计桩长13.70 m设计桩径0.55 m设计水泥掺量1316 设计90天水泥土试块强度0.5 MPa下沉控制速度1.6 m/min提升控制速度0.8 m/min序号日期桩号施工工序每 米 下 沉 或 提 升 时 间(min/m)/每 米 下 沉 或 提 供 的 喷 浆 量(L/m)或 喷 粉 量(kg/m)搅拌时间喷浆(粉)时 间施工总时间(min)水泥用量(kg)备注1.01.92.93.94.95.96.97.98.99.910.911.912.913.914.915.616171819时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量154、时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量开始终止开始终止62搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1013:5814:0813:5814:0854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.155、001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1714:0814:2514:0814:2511月20日2-2搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0914:2514:3414:2514:34搅拌提升0.6315.000.5713.501.26156、15.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1814:3414:5214:3414:5263搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:01157、0:1014:5315:0314:5315:0354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1715:0315:2015:0315:2011月20日2-4搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.631158、5.000.6315.000.6315.000.6315.000.4410.500:0915:2015:2915:2015:29搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1815:2915:4715:2915:4764搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.63159、15.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1015:4815:5815:4815:5854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1715:5816:1515:5816:1511月20日1-8搅拌下沉160、00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0916:1516:2416:1516:24搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.161、500:1816:2416:4216:2416:4265搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1016:4316:5316:4316:5354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001162、.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1716:5317:1016:5317:1011月20日1-10搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0917:1017:1917:1017:19搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615163、.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1817:1917:3717:1917:3766搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1017:3817:4817:3817:4854879164、空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1717:4818:0517:4818:0511月20日1-12搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315165、.000.4410.500:0918:0518:1418:0518:14搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1818:1418:3218:1418:3267搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.631166、5.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1018:3318:4318:3318:4354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1718:4319:0018:4319:0011月20日1-14搅拌下沉00000.6315.000.6315.000.631167、5.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0919:0019:0919:0019:09搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1819:0919:2719:0919:27记168、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：注：喷浆采用的水灰比、施工中的异常现象均应在备注栏中注明；根据复搅次数在“序号”、“日期”、“桩号”、“施工总时间”、“水泥用量”、“备注”栏目划横线分隔。水水 泥泥 土土 搅搅 拌拌 桩桩 施施 工工 记记 录录 表表GD2301022第页共页 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程总承包施工单位项目负责人专业承包施工单位项目负责人 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程设计桩长13.70 m设计桩径0.55 m设计水泥掺量1316 设计90天水泥土试块强度0169、.5 MPa下沉控制速度1.6 m/min提升控制速度0.8 m/min序号日期桩号施工工序每 米 下 沉 或 提 升 时 间(min/m)/每 米 下 沉 或 提 供 的 喷 浆 量(L/m)或 喷 粉 量(kg/m)搅拌时间喷浆(粉)时 间施工总时间(min)水泥用量(kg)备注1.01.92.93.94.95.96.97.98.99.910.911.912.913.914.915.616171819时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量开始终止开始终止68搅拌下沉0.170、6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1019:2819:3819:2819:3854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.0171、01.2615.000.8810.500:1719:3819:5519:3819:5511月20日1-16搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0919:5520:0419:5520:04搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.26172、15.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1820:0420:2220:0420:2269搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1020:2320:3320:2320:3354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.173、001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1720:3320:5020:3320:5011月20日1-18搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0920:5020:5920:5020:174、59搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1820:5921:1720:5921:1770搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6175、315.000.6315.000.4410.500:010:1021:1821:2821:1821:2854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1721:2821:4521:2821:4511月20日1-20搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6176、315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0921:4521:5421:4521:54搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1821:5422:1221:5422:1271搅拌下沉0.6315.000.5713.500.6315.000.177、6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1022:1322:2322:1322:2354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1722:2178、322:4022:2322:4011月20日1-22搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0922:4022:4922:4022:49搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.26179、15.001.2615.001.2615.000.8810.500:1822:4923:0722:4923:0772搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1023:0823:1823:0823:1854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.180、001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1723:1823:3523:1823:3511月20日1-24搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0923:3523:4423:3523:44搅拌提升0.6315.000.5713.501.2181、615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1823:440:0223:440:02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：注：喷浆采用的水灰比、施工中的异常现象均应在备注栏中注明；根据复搅次数在“序号”、“日期”、“桩号”、“施工总时间”、“水泥用量”、“备注”栏目划横线分隔。水水 泥泥 土土 搅搅 拌拌 桩桩 施施 工工 记182、记 录录 表表GD2301022第页共页 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程总承包施工单位项目负责人专业承包施工单位项目负责人设计桩长13.70 m设计桩径0.55 m设计水泥掺量1316 设计90天水泥土试块强度0.5 MPa下沉控制速度1.6 m/min提升控制速度0.8 m/min序号日期桩号施工工序每 米 下 沉 或 提 升 时 间(min/m)/每 米 下 沉 或 提 供 的 喷 浆 量(L/m)或 喷 粉 量(kg/m)搅拌时间喷浆(粉)时 间施工总时间(min)水泥用量(kg)备注1.01.92.93.94.95.96.97.98.99.910.911.912183、.913.914.915.616171819时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量开始终止开始终止73搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:100:030:130:030:1354879空桩为1.9m5J-搅184、拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:170:130:300:130:3011月21日1-26搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0185、90:300:390:300:39搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:180:390:570:390:5774搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000186、.6315.000.6315.000.6315.000.4410.500:010:100:581:080:581:0854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:171:081:251:081:2511月21日1-28搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.00187、0.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:091:251:341:251:34搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:181:341:521:341:5275搅拌下沉0.6315.000.5713.500.6315.000.6315.188、000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:101:532:031:532:0354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:172:032:202:032189、:2011月21日1-30搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:092:202:292:202:29搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2190、615.000.8810.500:182:292:472:292:4776搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:102:482:582:482:5854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.261191、5.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:172:583:152:583:1511月21日1-32搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:093:153:243:153:24搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.00192、1.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:183:243:423:243:4277搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:103:433:533:433:5354879空桩为1.9m5J-搅193、拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:173:534:103:534:1011月21日1-34搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0194、94:104:194:104:19搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:184:194:374:194:3778搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000195、.6315.000.6315.000.6315.000.4410.500:010:104:384:484:384:4854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:174:485:054:485:0511月21日1-36搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.00196、0.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:095:055:145:055:14搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:185:145:325:145:32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）：197、监理(建设)单位见证员：注：喷浆采用的水灰比、施工中的异常现象均应在备注栏中注明；根据复搅次数在“序号”、“日期”、“桩号”、“施工总时间”、“水泥用量”、“备注”栏目划横线分隔。水水 泥泥 土土 搅搅 拌拌 桩桩 施施 工工 记记 录录 表表GD2301022第页共页 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程总承包施工单位项目负责人专业承包施工单位项目负责人设计桩长13.70 m设计桩径0.55 m设计水泥掺量1316 设计90天水泥土试块强度0.5 MPa下沉控制速度1.6 m/min提升控制速度0.8 m/min序号日期桩号施工工序每 米 下 沉 或 提 升 时 间(min198、/m)/每 米 下 沉 或 提 供 的 喷 浆 量(L/m)或 喷 粉 量(kg/m)搅拌时间喷浆(粉)时 间施工总时间(min)水泥用量(kg)备注1.01.92.93.94.95.96.97.98.99.910.911.912.913.914.915.616171819时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量开始终止开始终止79搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315199、.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:105:335:435:335:4354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:175:436:005:436:0011月21日1-38搅拌下沉00000.6315.000.631200、5.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:096:006:096:006:09搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:186:096:276:096:27201、80搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:106:286:386:286:3854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.26202、15.001.2615.000.8810.500:176:386:556:386:5511月21日1-40搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:096:557:046:557:04搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.0203、01.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:187:047:227:047:2281搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:107:237:337:237:3354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001204、.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:177:337:507:337:5011月21日1-42搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:097:507:597:507:59搅拌提升0.6315.000.571205、3.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:187:598:177:598:1782搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.50206、0:010:108:188:288:188:2854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:178:288:458:288:4511月21日1-44搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.0207、00.6315.000.6315.000.6315.000.4410.500:098:458:548:458:54搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:188:549:128:549:1283搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315208、.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:109:139:239:139:2354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:179:239:409:239:4011月21日1-7搅拌下沉00000.6315.000.6315209、.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:099:409:499:409:49搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:189:4910:079:4910:0210、784搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1010:0810:1810:0810:1854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.0211、01.2615.001.2615.000.8810.500:1710:1810:3510:1810:3511月21日1-9搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0910:3510:4410:3510:44搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.261212、5.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1810:4411:0210:4411:02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：注：喷浆采用的水灰比、施工中的异常现象均应在备注栏中注明；根据复搅次数在“序号”、“日期”、“桩号”、“施工总时间”、“水泥用量”、“备注”栏目划横线分隔。水水 泥泥 土土 搅搅 拌拌 桩桩 施施 工工 记记 录录 表表GD2301022第页共页 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程总承包施工单213、位项目负责人专业承包施工单位项目负责人设计桩长13.70 m设计桩径0.55 m设计水泥掺量1316 设计90天水泥土试块强度0.5 MPa下沉控制速度1.6 m/min提升控制速度0.8 m/min序号日期桩号施工工序每 米 下 沉 或 提 升 时 间(min/m)/每 米 下 沉 或 提 供 的 喷 浆 量(L/m)或 喷 粉 量(kg/m)搅拌时间喷浆(粉)时 间施工总时间(min)水泥用量(kg)备注1.01.92.93.94.95.96.97.98.99.910.911.912.913.914.915.616171819序号日期桩号施工工序搅拌时间喷浆(粉)时 间施工总时间(min)214、水泥用量(kg)备注时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量开始终止开始终止85搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1011:0311:1311:0311:1354879空桩为1.9m5J-搅拌提升00001215、.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1711:1311:3011:1311:3011月21日1-11搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0911:216、3011:3911:3011:39搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1811:3911:5711:3911:5786搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315217、.000.6315.000.6315.000.6315.000.4410.500:010:1011:5812:0811:5812:0854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1712:0812:2512:0812:2511月21日1-13搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315218、.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0912:2512:3412:2512:34搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1812:3412:5212:3412:5287搅拌下沉0.6315.000.571219、3.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1012:5313:0312:5313:0354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.220、8810.500:1713:0313:2013:0313:2011月21日1-15搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0913:2013:2913:2013:29搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.221、001.2615.001.2615.001.2615.001.2615.000.8810.500:1813:2913:4713:2913:4788搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1013:4813:5813:4813:5854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001222、.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1713:5814:1513:5814:1511月21日1-17搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0914:1514:2414:1514:24搅拌提升0.6315223、.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1814:2414:4214:2414:4289搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315224、.000.4410.500:010:1014:4314:5314:4314:5354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1714:5315:1014:5315:1011月21日1-19搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315225、.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0915:1015:1915:1015:19搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1815:1915:3715:1915:3790搅拌下沉0.6315.000.5713.500.6315.000.6315.000.631226、5.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1015:3815:4815:3815:4854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1715:4816:0515:481227、6:0511月21日1-21搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0916:0516:1416:0516:14搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.228、001.2615.000.8810.500:1816:1416:3216:1416:3291搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1016:3316:4316:3316:4354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001229、.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1716:4317:0016:4317:0011月21日1-23搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0917:0017:0917:0017:09搅拌提升0.6315.000.5713.501.2615.001.2615230、.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1817:0917:2717:0917:27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：注：喷浆采用的水灰比、施工中的异常现象均应在备注栏中注明；根据复搅次数在“序号”、“日期”、“桩号”、“施工总时间”、“水泥用量”、“备注”栏目划横线分隔。水水 泥泥 土土 搅搅 拌拌 桩桩 施施 工工 记记 录录 表表GD2231、301022第页共页 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程总承包施工单位项目负责人专业承包施工单位项目负责人设计桩长13.70 m设计桩径0.55 m设计水泥掺量1316 设计90天水泥土试块强度0.5 MPa下沉控制速度1.6 m/min提升控制速度0.8 m/min序号日期桩号施工工序每 米 下 沉 或 提 升 时 间(min/m)/每 米 下 沉 或 提 供 的 喷 浆 量(L/m)或 喷 粉 量(kg/m)搅拌时间喷浆(粉)时 间施工总时间(min)水泥用量(kg)备注1.01.92.93.94.95.96.97.98.99.910.911.912.913.914.9232、15.616171819序号日期桩号施工工序施工总时间(min)水泥用量(kg)备注时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量开始终止开始终止92搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1017:2817:3817233、:2817:3854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1717:3817:5517:3817:5511月21日1-25搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.234、6315.000.6315.000.4410.500:0917:5518:0417:5518:04搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1818:0418:2218:0418:2293搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000235、.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1018:2318:3318:2318:3354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1718:3318:5018:3318:5011月21日1-27搅拌下沉00000.6315.000236、.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0918:5018:5918:5018:59搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1818:5919:237、1718:5919:1794搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1019:1819:2819:1819:2854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615238、.001.2615.001.2615.001.2615.000.8810.500:1719:2819:4519:2819:4511月21日1-29搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0919:4519:5419:4519:54搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.239、2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1819:5420:1219:5420:1295搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1020:1320:2320:1320:2354879空桩为1.9m5J-搅拌提升240、00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1720:2320:4020:2320:4011月21日1-31搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:241、0920:4020:4920:4020:49搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1820:4921:0720:4921:0796搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000242、.6315.000.6315.000.6315.000.6315.000.4410.500:010:1021:0821:1821:0821:1854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1721:1821:3521:1821:3511月21日1-33搅拌下沉00000.6315.000.6315.000.6315.000.6315.000243、.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0921:3521:4421:3521:44搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1821:4422:0221:4422:0297搅拌下沉0.6315.00244、0.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1022:0322:1322:0322:1354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615245、.000.8810.500:1722:1322:3022:1322:3011月21日1-35搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0922:3022:3922:3022:39搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.246、2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1822:3922:5722:3922:5798搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1022:5823:0822:5823:0854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.261247、5.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1723:0823:2523:0823:2511月21日1-37搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0923:2523:3423:2523:34搅拌提升0248、.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1823:3423:5223:3423:52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：注：喷浆采用的水灰比、施工中的异常现象均应在备注栏中注明；根据复搅次数在“序号”、“日期”、“桩号”、“施工总时间”、“水泥用量”、“备注”栏目划横线分隔。水水 249、泥泥 土土 搅搅 拌拌 桩桩 施施 工工 记记 录录 表表GD2301022第页共页 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程总承包施工单位项目负责人专业承包施工单位项目负责人设计桩长13.70 m设计桩径0.55 m设计水泥掺量1316 设计90天水泥土试块强度0.5 MPa下沉控制速度1.6 m/min提升控制速度0.8 m/min序号日期桩号施工工序每 米 下 沉 或 提 升 时 间(min/m)/每 米 下 沉 或 提 供 的 喷 浆 量(L/m)或 喷 粉 量(kg/m)搅拌时间喷浆(粉)时 间施工总时间(min)水泥用量(kg)备注1.01.92.93.94.95.9250、6.97.98.99.910.911.912.913.914.915.616171819序号日期桩号施工工序施工总时间(min)水泥用量(kg)备注时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量开始终止开始终止99搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315251、.000.4410.500:010:1023:530:0323:530:0354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:170:030:200:030:2011月22日1-39搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6252、315.000.6315.000.6315.000.6315.000.6315.000.4410.500:090:200:290:200:29搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:180:290:470:290:47#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.253、6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:100:480:580:480:5854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:170:581:150:581:1511月22日1-41搅拌下沉00000254、.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:091:151:241:151:24搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:181:2255、41:421:241:42#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:101:431:531:431:5354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001256、.2615.001.2615.001.2615.000.8810.500:171:532:101:532:1011月22日1-43搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:092:102:192:102:19搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.261257、5.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:182:192:372:192:37#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:102:382:482:382:4854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.0258、01.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:172:483:052:483:0511月22日2-7搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:093:053:143:053:14搅拌提升0.63259、15.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:183:143:323:143:32#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.00260、0.4410.500:010:103:333:433:333:4354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:173:434:003:434:0011月22日2-9搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.00261、0.6315.000.6315.000.6315.000.6315.000.4410.500:094:004:094:004:09搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:184:094:274:094:27#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.0262、00.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:104:284:384:284:3854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:174:384:554:384:5511月22日2-11搅拌下沉00000.6315.263、000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:094:555:044:555:04搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:185:045:225264、:045:22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：注：喷浆采用的水灰比、施工中的异常现象均应在备注栏中注明；根据复搅次数在“序号”、“日期”、“桩号”、“施工总时间”、“水泥用量”、“备注”栏目划横线分隔。水水 泥泥 土土 搅搅 拌拌 桩桩 施施 工工 记记 录录 表表GD2301022第页共页 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程总承包施工单位项目负责人专业承包施工单位项目负责人设计桩长13.70 m设计桩径0.55 m设计水泥掺量1316 设计90天水泥土试块强度0.5 MPa下沉控制速度1.6 m/mi265、n提升控制速度0.8 m/min序号日期桩号施工工序每 米 下 沉 或 提 升 时 间(min/m)/每 米 下 沉 或 提 供 的 喷 浆 量(L/m)或 喷 粉 量(kg/m)搅拌时间喷浆(粉)时 间施工总时间(min)水泥用量(kg)备注1.01.92.93.94.95.96.97.98.99.910.911.912.913.914.915.616171819序号日期桩号施工工序施工总时间(min)水泥用量(kg)备注时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量开始终止开始266、终止#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:105:235:335:235:3354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2267、615.001.2615.000.8810.500:175:335:505:335:5011月22日2-13搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:095:505:595:505:59搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.268、001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:185:596:175:596:17#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:106:186:286:186:2854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001269、.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:176:286:456:286:4511月22日2-15搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:096:456:546:456:54搅拌提升0.6315.000.571270、3.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:186:547:126:547:12#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500271、:010:107:137:237:137:2354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:177:237:407:237:4011月22日2-17搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.00272、0.6315.000.6315.000.6315.000.4410.500:097:407:497:407:49搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:187:498:077:498:07#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.0273、00.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:108:088:188:088:1854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:178:188:358:188:3511月22日2-19搅拌下沉00000.6315.000.6315.274、000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:098:358:448:358:44搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:188:449:028:449:02#搅275、拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:109:039:139:039:1354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.276、001.2615.000.8810.500:179:139:309:139:3011月22日2-21搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:099:309:399:309:39搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.277、2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:189:399:579:399:57#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:109:5810:089:5810:0854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2278、615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1710:0810:2510:0810:2511月22日2-23搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0910:2510:3410:2510:34搅拌提升0.6315.0279、00.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1810:3410:5210:3410:52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：注：喷浆采用的水灰比、施工中的异常现象均应在备注栏中注明；根据复搅次数在“序号”、“日期”、“桩号”、“施工总时间”、“水泥用量”、“备注”栏目划横线分隔。水水 泥泥 土土 搅280、搅 拌拌 桩桩 施施 工工 记记 录录 表表GD2301022第页共页 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程总承包施工单位项目负责人专业承包施工单位项目负责人设计桩长13.70 m设计桩径0.55 m设计水泥掺量1316 设计90天水泥土试块强度0.5 MPa下沉控制速度1.6 m/min提升控制速度0.8 m/min序号日期桩号施工工序每 米 下 沉 或 提 升 时 间(min/m)/每 米 下 沉 或 提 供 的 喷 浆 量(L/m)或 喷 粉 量(kg/m)搅拌时间喷浆(粉)时 间施工总时间(min)水泥用量(kg)备注1.01.92.93.94.95.96.97.98281、.99.910.911.912.913.914.915.616171819序号日期桩号施工工序施工总时间(min)水泥用量(kg)备注时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量开始终止开始终止#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.441282、0.500:010:1010:5311:0310:5311:0354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1711:0311:2011:0311:2011月22日2-25搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.631283、5.000.6315.000.6315.000.6315.000.6315.000.4410.500:0911:2011:2911:2011:29搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1811:2911:4711:2911:47#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.631284、5.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1011:4811:5811:4811:5854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1711:5812:1511:5812:1511月22285、日2-27搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0912:1512:2412:1512:24搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.286、000.8810.500:1812:2412:4212:2412:42#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1012:4312:5312:4312:5354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.287、2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1712:5313:1012:5313:1011月22日2-29搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0913:1013:1913:1013:19搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.288、001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1813:1913:3713:1913:37#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1013:3813:4813:3813:289、4854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1713:4814:0513:4814:0511月22日2-31搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.0290、00.6315.000.4410.500:0914:0514:1414:0514:14搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1814:1414:3214:1414:32#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.0291、00.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1014:3314:4314:3314:4354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1714:4315:0014:4315:0011月22日2-33搅拌下沉00000.6315.000.6315.0292、00.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0915:0015:0915:0015:09搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1815:0915:2715:09293、15:27#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1015:2815:3815:2815:3854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.261294、5.001.2615.001.2615.000.8810.500:1715:3815:5515:3815:5511月22日2-35搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0915:5516:0415:5516:04搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001295、.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1816:0416:2216:0416:22#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1016:2316:3316:2316:3354879空桩为1.9m5J-搅拌提升00001.261296、5.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1716:3316:5016:3316:5011月22日2-37搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0916:5016297、:5916:5016:59搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1816:5917:1716:5917:17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：注：喷浆采用的水灰比、施工中的异常现象均应在备注栏中注明；根据复搅次数在“序号”、“日期”、“桩号”、“施工总时间”、“水泥用298、量”、“备注”栏目划横线分隔。水水 泥泥 土土 搅搅 拌拌 桩桩 施施 工工 记记 录录 表表GD2301022第页共页 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程总承包施工单位项目负责人专业承包施工单位项目负责人设计桩长13.70 m设计桩径0.55 m设计水泥掺量1316 设计90天水泥土试块强度0.5 MPa下沉控制速度1.6 m/min提升控制速度0.8 m/min序号日期桩号施工工序每 米 下 沉 或 提 升 时 间(min/m)/每 米 下 沉 或 提 供 的 喷 浆 量(L/m)或 喷 粉 量(kg/m)搅拌时间喷浆(粉)时 间施工总时间(min)水泥用量(kg)备注299、1.01.92.93.94.95.96.97.98.99.910.911.912.913.914.915.616171819序号日期桩号施工工序施工总时间(min)水泥用量(kg)备注时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量开始终止开始终止#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.300、000.6315.000.6315.000.4410.500:010:1017:1817:2817:1817:2854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1717:2817:4517:2817:4511月22日2-39搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.301、000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0917:4517:5417:4517:54搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1817:5418:1217:5418:12#搅拌下沉0.6315.000.5713.500.6315.302、000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1018:1318:2318:1318:2354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:17303、18:2318:4018:2318:4011月22日2-41搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0918:4018:4918:4018:49搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.00304、1.2615.001.2615.001.2615.000.8810.500:1818:4919:0718:4919:07#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1019:0819:1819:0819:1854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.26305、15.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1719:1819:3519:1819:3511月22日2-43搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0919:3519:4419:3519:44搅拌提升0.6315.000.5713.50306、1.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1819:4420:0219:4420:02#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500307、:010:1020:0320:1320:0320:1354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1720:1320:3020:1320:3011月22日2-45搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000308、.6315.000.6315.000.6315.000.6315.000.4410.500:0920:3020:3920:3020:39搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1820:3920:5720:3920:57#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000309、.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1020:5821:0820:5821:0854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1721:0821:2521:0821:2511月22日2-6搅310、拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0921:2521:3421:2521:34搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.88311、10.500:1821:3421:5221:3421:52#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1021:5322:0321:5322:0354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.0312、01.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1722:0322:2022:0322:2011月22日2-8搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:0922:2022:2922:2022:29搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.261313、5.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1822:2922:4722:2922:47#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1022:4822:5822:4822:5854879314、空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1722:5823:1522:5823:1511月22日2-10搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315315、.000.4410.500:0923:1523:2423:1523:24搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1823:2423:4223:2423:42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：注：喷浆采用的水灰比、施工中的异常现象均应在备注栏中注明；根据复搅次数在“序号”316、“日期”、“桩号”、“施工总时间”、“水泥用量”、“备注”栏目划横线分隔。水水 泥泥 土土 搅搅 拌拌 桩桩 施施 工工 记记 录录 表表GD2301022第页共页 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程总承包施工单位项目负责人专业承包施工单位项目负责人设计桩长13.70 m设计桩径0.55 m设计水泥掺量1316 设计90天水泥土试块强度0.5 MPa下沉控制速度1.6 m/min提升控制速度0.8 m/min序号日期桩号施工工序每 米 下 沉 或 提 升 时 间(min/m)/每 米 下 沉 或 提 供 的 喷 浆 量(L/m)或 喷 粉 量(kg/m)搅拌时间喷浆(粉)317、时 间施工总时间(min)水泥用量(kg)备注1.01.92.93.94.95.96.97.98.99.910.911.912.913.914.915.616171819序号日期桩号施工工序施工总时间(min)水泥用量(kg)备注时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量开始终止开始终止#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.318、6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:1023:4323:5323:4323:5354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:1723:530:1023:530:1011月23日2-12搅拌下沉00000.6315.000.6315.000.6315.000.63319、15.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:090:100:190:100:19搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:180:190:370:190:37#搅拌下沉0.6315.000.5320、713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:100:380:480:380:4854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.88321、10.500:170:481:050:481:0511月23日2-14搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:091:051:141:051:14搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.0322、01.2615.001.2615.001.2615.000.8810.500:181:141:321:141:32#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:101:331:431:331:4354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.323、2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:171:432:001:432:0011月23日2-16搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:092:002:092:002:09搅拌提升0.6315.000.5713.501.2615.001.2615324、.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:182:092:272:092:27#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:102:282:382:28325、2:3854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:172:382:552:382:5511月23日2-18搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000326、.6315.000.4410.500:092:553:042:553:04搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:183:043:223:043:22#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.00327、0.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:103:233:333:233:3354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:173:333:503:333:5011月23日2-20搅拌下沉00000.6315.000.6315.000.6315.000.6315.0328、00.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:093:503:593:503:59搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:183:594:173:594:17#搅拌下沉0.6315.000.5713.329、500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:104:184:284:184:2854879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.5330、00:174:284:454:284:4511月23日2-22搅拌下沉00000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:094:454:544:454:54搅拌提升0.6315.000.5713.501.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2331、615.001.2615.001.2615.000.8810.500:184:545:124:545:12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：注：喷浆采用的水灰比、施工中的异常现象均应在备注栏中注明；根据复搅次数在“序号”、“日期”、“桩号”、“施工总时间”、“水泥用量”、“备注”栏目划横线分隔。水水 泥泥 土土 搅搅 拌拌 桩桩 施施 工工 记记 录录 表表GD2301022第页共页 单位(子单位)工程名称广场基坑支护、土石方及桩基础工程总承包施工单位项目负责人专业承包施工单位项目负责人设计桩长13.70 m设计桩径0.55332、 m设计水泥掺量1316 设计90天水泥土试块强度0.5 MPa下沉控制速度1.6 m/min提升控制速度0.8 m/min序号日期桩号施工工序每 米 下 沉 或 提 升 时 间(min/m)/每 米 下 沉 或 提 供 的 喷 浆 量(L/m)或 喷 粉 量(kg/m)搅拌时间喷浆(粉)时 间施工总时间(min)水泥用量(kg)备注1.01.92.93.94.95.96.97.98.99.910.911.912.913.914.915.616171819序号日期桩号施工工序施工总时间(min)水泥用量(kg)备注时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量333、时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量时间喷量开始终止开始终止#搅拌下沉0.6315.000.5713.500.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.6315.000.4410.500:010:105:135:235:135:2354879空桩为1.9m5J-搅拌提升00001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.001.2615.000.8810.500:175:235:405:235:4011月23日2-24