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Reinforced corrosion probability in concrete structure or diagnostic method and diagnostic device null of degree of corrosion

机译:混凝土结构中增强腐蚀的可能性或诊断方法及诊断装置腐蚀程度为零

摘要

PROBLEM TO BE SOLVED: To obtain a method and an apparatus by which the corrosion probability or the corrosion degree of a reinforcing bar is evaluated by correcting an actually measured spontaneous potential on the basis of the water content, the carbonation depth and the salt content of concrete and computing a corrected spontaneous potential. ;SOLUTION: When the corrosion probability or the corrosion rate of a reinforcing bar is evaluated, an actually measured spontaneous potential is corrected by taking into consideration the water content, the carbonation depth and the salt content of concrete. A correction amount Z is computed approximately by Z=C-A×W+B+t when the water content is designated as W, the factor of the water content as A, the carbonation depth as (t) and the factor of the carbonation depth as B, where A=25-5/3×(measured result in kg/m3 of salt content in non-carbonation part), B=8$04/3×(measured result in kg/m3 of salt content in non-carbonation part) and C=180-30/3×(measured result in kg/m3 of salt content in non-carbonation part). The measured spontaneous potential is corrected by the correction amount Z, and a corrected spontaneous potential is evaluated. The corrected spontaneous potential is evaluated at four stages of -250E, -350E≤%-250, -450E≤-350, and E≤-450.;COPYRIGHT: (C)1997,JPO
机译:解决的问题:获得一种方法和设备,通过该方法和设备,通过基于水的含水量,碳化深度和盐含量校正实际测量的自发电位,来评估钢筋的腐蚀概率或腐蚀程度具体并计算校正后的自发电位。 ;解决方案:当评估钢筋的腐蚀可能性或腐蚀速率时,通过考虑混凝土的水含量,碳化深度和盐含量来校正实际测量的自发电位。当将水含量指定为W时,校正量Z大约由Z = CA×W + B + t计算,将水含量的系数指定为A,将碳化深度的系数设置为(t),将碳化深度的系数指定为B,其中,A = 25-5 / 3×(非碳化部分盐分的测量结果以kg / m 3 为单位),B = 8 $ 04/3×(以kg / m的测量结果非碳酸部分中盐含量的 3 )和C = 180-30 / 3×(非碳酸部分中盐含量的测量结果以kg / m 3 为单位) 。通过校正量Z校正所测量的自发电位,并且评估校正后的自发电位。在-250

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