水 泥 土 搅 拌 桩 施 工 记 录 表第1页总承包施工单位 单位(子单位)工程名称专业承包施工单位设计桩长7m设计桩径0.55m设计水泥掺量15﹪设计90天水泥土试块强度≥1.0 MPa下沉控制速度/≤0.8m/min提升控制速度搅拌时间开始6:006:086:176:256:406:486:577:067:227:307:397:488:038:128:218:298:458:549:029:119:279:369:44终止6:086:176:256:366:486:577:067:167:307:397:487:588:128:218:298:398:549:029:119:219:369:449:53项目负责人≤0.8施工总时间(min) m/min/项目负责人共页每 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)序号日期桩号施工工序1234567891011121314151617181920喷浆(粉)时间开始6:006:086:176:256:406:486:577:067:227:307:397:488:038:128:218:298:458:549:029:119:279:369:44终止6:086:17时喷时喷时喷时喷时喷时喷时喷时喷时喷时喷时喷时喷时喷时喷时喷时喷时喷时喷时喷时喷间量间量间量间量间量间量间量间量间量间量间量间量间量间量间量间量间量间量间量间量搅拌下沉01:1515.501:1314.901:1315.001:1315.001:1615.201:1515.101:2415.101:1215.301:1314.901:1314.901:1415.501:1415.501:1315.301:2414.801:1315.501:1215.001:1315.201:1415.401:1315.101:1415.301:1915.401:1615.001:1315.601:1515.301:1314.801:1515.301:1315.101:2015.101:1415.401:1415.201:1414.901:1615.401:1615.601:1315.501:2515.301:1615.401:1615.101:1615.201:1615.601:1615.301:1215.001:2214.801:1514.901:1614.901:1415.501:1315.401:1515.001:1315.401:2415.301:1615.301:1314.901:1315.001:1515.401:1615.601:1214.901:2215.001:1315.201:1514.901:1414.901:1315.301:1414.801:1314.801:2415.401:1415.301:1514.901:1615.301:1415.401:1615.301:1415.001:2215.501:1515.201:1215.501:1615.201:1515.401:1315.201:1315.301:2115.401:1315.201:1515.301:1215.301:1514.901:1315.201:1415.301:2615.101:1415.401:1514.801:1414.901:1315.101:1415.501:1515.101:2315.001:1314.801:1415.101:1614.801:1215.101:1515.101:1515.101:2115.401:1615.301:1615.301:1515.301:1415.201:1415.401:1415.201:2415.301:1414.901:1215.101:1214.901:1615.301:1515.101:1315.201:2515.501:1415.001:1315.101:1515.401:1514.901:1414.801:1315.501:2515.201:1614.901:1615.001:1315.101:1315.401:1515.101:1215.501:2115.401:1615.101:1615.101:1314.901:1315.301:1315.401:1615.501:2215.501:1514.801:1415.001:1415.401:1415.301:1414.801:1515.001:2615.101:1415.001:1315.401:1315.001:1415.601:1515.301:1615.101:2415.401:1415.401:1415.401:1515.201:1515.301:1615.001:1314.901:2515.001:1515.101:1415.401:1314.801:1315.201:1315.401:1615.301:2215.401:1315.301:1515.001:1315.801:1215.201:1315.701:1315.301:2615.7水泥用备注量(kg)11750搅拌提升搅拌下沉搅拌提升搅拌下沉34:556:256:366:486:5735:23搅拌下沉搅拌提升搅拌下沉7:067:167:307:3935:10搅拌下沉搅拌提升搅拌下沉7:487:588:128:2135:14搅拌下沉搅拌提升搅拌下沉8:298:398:549:0235:16搅拌下沉搅拌提升搅拌下沉9:119:219:369:4435:12搅拌下沉搅拌提升9:539:5310:039:5310:03项目专业质量检查员(签名):监理(建设)单位见证员:425.11号机21749搅拌提升426.11号机31748搅拌提升425.61号机41747搅拌提升424.21号机51746搅拌提升424.81号机61745搅拌提升427.51号机记录员：施工班组长签名:专业工长(施工员)签名: 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。