工程材料专检现场记录表

带肋钢筋现场检查数据记录表1,,,,,,,,,,,,,,,,,,,带肋钢筋现场检查数据记录表2,,,,,,,,,,,,,,,,,,,,,,

钢筋型号,钢筋重量抽检,,,,,,,,,钢筋直径尺寸抽检(mm),,,,,,,,,钢筋型号,钢筋横肋高度抽检（mm）,,,,,,,,,钢筋纵肋高度抽检（mm）,,,,,,钢筋横肋间距抽检（mm）,,,,,,

,理论质量kg/m,重量允许正负偏差,"重量合格

下限

kg/m","重量合格

上限kg/m","抽检结果

重量/长度","抽检结果

重量/长度","抽检结果

重量/长度","抽检结果

重量/长度","抽检结果

重量/长度",内径公称尺寸,"尺寸允许

正负偏差",内径尺寸下限,内径尺寸上限,"抽检

结果","抽检

结果","抽检

结果","抽检

结果","抽检

结果",,横肋公称高度,横肋高度允许偏差,横肋高度下限,横肋高度上限,"抽检

结果","抽检

结果","抽检

结果","抽检

结果","抽检

结果","纵肋高度

(不大于)","抽检

结果","抽检

结果","抽检

结果","抽检

结果","抽检

结果","公称

尺寸","允许

偏差","间距

下限","间距

上限","抽检

结果","抽检

结果","抽检

结果"

6,0.222,7%,0.20646,0.23754,,,,,,5.8,0.3,5.5,6.1,,,,,,6,0.6,±0.3,0.3,0.9,,,,,,0.8,,,,,,4,±0.5,3.5,4.5,,,

8,0.395,7%,0.36735,0.42265,,,,,,7.7,0.4,7.3,8.1,,,,,,8,0.8,"+0.4;

-0.3",0.5,1.2,,,,,,1.1,,,,,,5.5,±0.5,5,6,,,

10,0.617,7%,0.57381,0.66019,,,,,,9.6,0.4,9.2,10,,,,,,10,1,±0.4,0.6,1.4,,,,,,1.3,,,,,,7,±0.5,6.5,7.5,,,

12,0.888,7%,0.82584,0.95016,,,,,,11.5,0.4,11.1,11.9,,,,,,12,1.2,"+0.4;

-0.5",0.7,1.6,,,,,,1.6,,,,,,8,±0.5,7.5,8.5,,,

14,1.21,5%,1.1495,1.2705,,,,,,13.4,0.4,13,13.8,,,,,,14,1.4,"+0.4;

-0.5",0.9,1.8,,,,,,1.8,,,,,,9,±0.5,8.5,9.5,,,

16,1.58,5%,1.501,1.659,,,,,,15.4,0.4,15,15.8,,,,,,16,1.5,"+0.4;

-0.5",1,1.9,,,,,,1.9,,,,,,10,±0.5,9.5,10.5,,,

18,2,5%,1.9,2.1,,,,,,17.3,0.4,16.9,17.7,,,,,,18,1.6,±0.5,1.1,2.1,,,,,,2,,,,,,10,±0.5,9.5,10.5,,,

20,2.47,5%,2.3465,2.5935,,,,,,19.3,0.5,18.8,19.8,,,,,,20,1.7,±0.5,1.2,2.2,,,,,,2.1,,,,,,10,±0.8,9.2,10.8,,,

22,2.98,4%,2.8608,3.0992,,,,,,21.3,0.5,20.8,21.8,,,,,,22,1.9,±0.6,1.3,2.5,,,,,,2.4,,,,,,10.5,±0.8,9.7,11.3,,,

25,3.85,4%,3.696,4.004,,,,,,24.2,0.5,23.7,24.7,,,,,,25,2.1,±0.6,1.5,2.7,,,,,,2.6,,,,,,12.5,±0.8,11.7,13.3,,,

28,4.83,4%,4.6368,5.0232,,,,,,27.2,0.6,26.6,27.8,,,,,,28,2.2,±0.6,1.6,2.8,,,,,,2.7,,,,,,12.5,±1.0,11.5,13.5,,,

32,6.31,4%,6.0576,6.5624,,,,,,31,0.6,30.4,31.6,,,,,,32,2.4,"+0.8;

-0.7",1.7,3.2,,,,,,3,,,,,,14,±1.0,13,15,,,

36,7.99,4%,7.6704,8.3096,,,,,,35,0.6,34.4,35.6,,,,,,36,2.6,"+1.0;

-0.8",1.8,3.6,,,,,,3.2,,,,,,15,±1.0,14,16,,,

40,9.86,4%,9.4656,10.2544,,,,,,38.7,0.7,38,39.4,,,,,,40,2.9,±1.1,1.8,4,,,,,,3.5,,,,,,15,±1