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1、大体积混凝土结构测温记录(实例) 作者： 日期：大体积混凝土测温记录表一、测温结果应在以下范围中才使砼不易产生裂缝：1. 混凝土浇筑体在入模温度基础上的温升值不宜大于50C；2. 混凝土浇筑块体的里表温差不宜大于25C；3. 混凝土浇筑体的降温速率不宜大于2.0C/d；4. 混凝土浇筑体表面与大气温差不宜大于20C。二、根据混凝土浇注时温度变化的特点，系统设备作以下配置，一台建筑电子测温仪(JDC-2) 。三、入模测温，每台班不少于2次。配备专职测温人员，按两班考虑，对测温人员要进行培训和技术交底。测温人员要认真负责，按时按孔测温，前3天每2小时测温1次，每昼夜不得少于4次，不得遗漏或弄虚作假
2、。测温记录要填写清楚、整洁，换班时要进行交底。 四、测温时发现温度异常，应及时通知技术部门和项目技术负责人，以便及时采取相应措施。五、测温组共分三组，每组三个测点，三个测点分别为底:距底部100150MM；中：在浇筑厚度的中部；表：在距浇筑表面100150MM部位。具体位置见下面测点平面布置图片。大体积混凝土结构测温记录 工程名称华侨城天鹅堡一期东区结构部位1-1#、2#楼主楼及群房基础筏板120-X40/AA-AW轴砼强度等级C35P8微膨胀配合比编号SXPB-2011-068砼数量(m3)1130砼浇灌日期 2012 年7 月 18日砼浇灌温度()29.7开始养护温度()34测温时间气温(
3、)各测点温度备注（年.月.日）（时:分）123表中底表中底表中底2012.7.1900:00 3446.759.864.440.053.561.938.347.758.802:003347.860.364644.854.362.343.149.559.504:003048.861.164.948.355.662.846.351.660.506:003049.161.465.049.456.363.147.752.661.108:002949.361.665.150.057.263.348.353.862.110:002849.562.065.251.158.263.549.754.963.01
4、2:002849.762.165.351.558.563.650.355.463.114:002750.562.965.552.359.364.051.856.663.216:0029.750.163.165.552.759.964.152.357.363.618:003351.063.365.652.960.464.252.458.063.820:003851.763.765.753.561.364.452.459.264.322:003751.963.765.753.861.664.452.559.564.42012.7.2000:003552.263.965.754.361.964.55
5、2.760.064.502:003152.764.065.754.962.364.552.860.464.704:002752.564.165.755.462.764.652.861.064.8施工负责人: 王宏斌 技术负责人: 袁海军 测温员：周文清测温仪名称及计量编号建筑电子测温仪(JDC-2)大体积混凝土结构测温记录 工程名称华侨城天鹅堡一期东区结构部位1-1#、2#楼主楼及群房基础筏板120-X40/AA-AW轴砼强度等级C35P8微膨胀配合比编号SXPB-2011-068砼数量(m3)1130砼浇灌日期 2012年 7 月 18 日砼浇灌温度()29.7开始养护温度()34测温时间气
6、温()各测点温度备注（年.月.日）（时:分）123表中底表中底表中底2012.7.2006:00 2751.864.365.755.363.064.652.761.564.908:002751.564.365.755.163.264.652.762.065.010:002651.064.465.755.063.564.652.762.365.112:002650.564.665.754.963.764.652.662.965.214:002750.164.665.754.364.064.652.663.065.216:0030.550.064.665.754.364.064.652.663.0
7、65.218:003249.864.765.754.364.564.752.963.465.220:0035.349.664.765.754.164.664.753.163.665.322:0036.049.364.765.654.064.764.653.363.965.32012.7.2100:0035.049.464.765.654.164.764.653.364.065.302:0032.349.564.865.654.364.964.553.464.265.304:0030.049.364.865.554.265.064.553.364.365.206:0027.048.864.865
8、.553.765.164.553.064.465.208:0027.048.564.865.553.065.264.552.864.565.210:0026.048.164.865.452.565.264.452.664.765.2施工负责人: 王宏斌 技术负责人:袁海军 测温员：周文清测温仪名称及计量编号建筑电子测温仪(JDC-2)大体积混凝土结构测温记录 工程名称华侨城天鹅堡一期东区结构部位1-1#、2#楼主楼及群房基础筏板120-X40/AA-AW轴砼强度等级C35P8微膨胀配合比编号SXPB-2011-068砼数量(m3)1130砼浇灌日期 2012年 7 月 18 日砼浇灌温度()2
9、9.7开始养护温度()34测温时间气温()各测点温度备注（年.月.日）（时:分）123表中底表中底表中底2012.7.2112:002747.964.865.452.065.364.452.564.765.214:002847.464.865.351.565.364.352.264.865.116:002947.264.865.351.265.364.352.264.965.118:003047.064.765.351.165.464.352.364.965.120:003446.164.764.950.965.464.352.064.965.122:003446.464.765.250.56
10、5.464.251.865.065.02012.7.2200:003546.464.665.250.765.464.251.465.065.002:003346.764.665.150.865.464.151.165.065.104:002946.464.565.050.665.464.050.565.164.906:002846.464.665.050.665.464.150.265.064.908:002846.564.665.050.665.464.150.165.164.910:002746.464.565.050.665.464.150.265.164.912:002846.464.565.050.665.464.050165.164.914:002846.064.364.850.065.363.848.965.064.716:0027.546.164.264.849.965.363.848.865.064.6施工负责人:王宏斌 技术负责人：周文清 测温员：周文清测温仪名称及计量编号建筑电子测温仪(JDC-2)
