1、4518:022.51238 10 14 25 45 88196165712018.6.2018:0718:272.512358 15 30 61 85 93303175732018.6.2018:3018:502.511357915 30 47 85203185752018.6.2018:5519:202.511238 14 30 48 65 95267195772018.6.2019:2519:452.51122335830 47 60162205782018.6.2019:5020:152.511223815 18 36 60 85231215762018.6.2020:2020:402
2、.5112233820 35 67 90232225742018.6.2020:4521:022.51238 10 14 17 30 47 60 85277235722018.6.2021:0721:272.511368 15 30 47 60 81252245792018.6.2021:3221:502.511237 14 31 48 65 98270255812018.6.2021:5522:152.511238 10 14 17 40 81177265832018.6.2022:2022:402.51258 10 30 47 60163序号桩号送桩深度(m)桩尖入土深度(m)锤击完成时桩
3、高出自然地面(m)锤击完成时桩顶标高(m)截桩完成后桩顶标高(m)最后三阵贯入度(mm)垂直度偏差%桩端持力层焊条(剂)型号及使用前处理焊缝质量焊接接头自然冷却时间(min)胶泥灌注时间灌注后自然冷却时间(min)备注落距(m)一二三允许偏差实测上下节错口(mm)咬边深度(mm)加强层高度(mm)加强层宽度(mm)经灯光或孔内摄像检查后的基本情况起(时 分)止(时 分)配桩(m)145678.850.15-6.05-7.52.515131110.2强风化岩9155708.40.6-5.6-7.52.515131210.1强风化岩9165711.110.1-7.3-72.515131110.2强
4、风化岩9175730.510.5-6.7-72.515131110.1强风化岩10185751.0511.05-7.25-72.515131110.3强风化岩10195771.6511.65-7.85-72.515131110.2强风化岩10205780.311.3-6.5-72.515131110.1强风化岩11215760.810.8-7-72.515131110.2强风化岩10225740.310.8-6.5-72.515131110.4强风化岩10235720.99.9-7.1-72.515131110.1强风化岩92457910.10.9-5.3-7.32.515131110.1强风化岩112558110-6.2-7.32.515131210.3强风化岩10265837.11.9-4.3-7.32.515131110.2强风化岩9专业监理工程师(建设单位项目专业技术负责人):专业工长(施工员):项目专业质量检查员:施工班组长:记录员:GD-C4-6329