江西科学
江西科學
강서과학
Jiangxi Science
2015年
5期
729-732,765
,共5页
姜维%邵华%谢盛明%汪继文
薑維%邵華%謝盛明%汪繼文
강유%소화%사성명%왕계문
桥梁工程%梁板厚度%冲击回波法%精度分析
橋樑工程%樑闆厚度%遲擊迴波法%精度分析
교량공정%량판후도%충격회파법%정도분석
bridge engineering%slab thickness%impact echo%precision analysis
为解决桥梁梁板厚度测试问题,基于冲击回波法对典型桥梁梁板(箱梁)厚度测试进行研究,并对冲击回波法的检测精度进行分析,发现冲击回波法测量箱梁顶板测量误差最大为8. 5%,测量底板测量误差最大为6%,测量中间腹板测量误差最大为2. 1%. 测试结果表明,冲击回波测试(CTG-1TF)测量厚板精确度高于测量薄板的测试精度. 在进行腹板测试时,需注意可能由于预应力管道布置而引起的异常数据. 在对精度要求不高的情况下,冲击回波测试(CTG-1TF)能基本满足工程测量精度要求.
為解決橋樑樑闆厚度測試問題,基于遲擊迴波法對典型橋樑樑闆(箱樑)厚度測試進行研究,併對遲擊迴波法的檢測精度進行分析,髮現遲擊迴波法測量箱樑頂闆測量誤差最大為8. 5%,測量底闆測量誤差最大為6%,測量中間腹闆測量誤差最大為2. 1%. 測試結果錶明,遲擊迴波測試(CTG-1TF)測量厚闆精確度高于測量薄闆的測試精度. 在進行腹闆測試時,需註意可能由于預應力管道佈置而引起的異常數據. 在對精度要求不高的情況下,遲擊迴波測試(CTG-1TF)能基本滿足工程測量精度要求.
위해결교량량판후도측시문제,기우충격회파법대전형교량량판(상량)후도측시진행연구,병대충격회파법적검측정도진행분석,발현충격회파법측량상량정판측량오차최대위8. 5%,측량저판측량오차최대위6%,측량중간복판측량오차최대위2. 1%. 측시결과표명,충격회파측시(CTG-1TF)측량후판정학도고우측량박판적측시정도. 재진행복판측시시,수주의가능유우예응력관도포치이인기적이상수거. 재대정도요구불고적정황하,충격회파측시(CTG-1TF)능기본만족공정측량정도요구.
To solve the problem of testing bridge beam slab thickness,a research was carried out on detection method of thickness of typical Box Girder beam on bridge by Impact Echo. The detection precision of this method was also analyzed in this paper. The results indicate that the maximum meas-urement error by Impact Echo,at the roof of Box Girder beam,is 8. 5%;the maximum measurement error by Impact Echo,at the floor of Box Girder beam,is 6%;the maximum measurement error by Impact Echo,at the Box Girder webs,is 2. 1%. According to the test results by Impact Echo velocity measurement, the precision of testing on thick plate is higher than the precision of testing on thin plate through the impact echo method of CTG-1TF. The abnormal condition may be caused by the prestressing pipeline. When the requirements for accuracy is not high,impact echo testing of CTG-1TF can basicly satisfy the requirement of engineering precision.