JPS6425050A - Deterioration judging method of reinforced concrete construction - Google Patents

Deterioration judging method of reinforced concrete construction

Info

Publication number
JPS6425050A
JPS6425050A JP17990987A JP17990987A JPS6425050A JP S6425050 A JPS6425050 A JP S6425050A JP 17990987 A JP17990987 A JP 17990987A JP 17990987 A JP17990987 A JP 17990987A JP S6425050 A JPS6425050 A JP S6425050A
Authority
JP
Japan
Prior art keywords
distribution graph
resistivity
measured
reinforced concrete
concrete construction
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP17990987A
Other languages
Japanese (ja)
Other versions
JP2535177B2 (en
Inventor
Mitsunori Kobori
Kenji Takagi
Toshiya Morimoto
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Penta Ocean Construction Co Ltd
Original Assignee
Penta Ocean Construction Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Penta Ocean Construction Co Ltd filed Critical Penta Ocean Construction Co Ltd
Priority to JP62179909A priority Critical patent/JP2535177B2/en
Publication of JPS6425050A publication Critical patent/JPS6425050A/en
Application granted granted Critical
Publication of JP2535177B2 publication Critical patent/JP2535177B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To make it possible to find and estimate the indication of the deterioration in a reinforced concrete construction at an early period accurately, by overlapping the distribution graph of natural potential and the distribution graph of resistivity, thereby judging the corroded area of reinforcing steel. CONSTITUTION:One terminal of a potentiometer 1 is connected to a steel piece (m) in a reinforced concrete construction M through a conductor 2. The other terminal thereof is connected to a reference electrode 3. Then, the reference electrode 3 is brought into contact with each measuring point, and the average natural potential (value obtained by averaging the measured potentials in a typical range) of all the measuring points is measured, and the potential distribution graph is formed. Resistivities are obtained as follows: four electrodes 5 are inserted in the surface layer part of the concrete surface (n), where the natural potential is measured; AC is conducted across the electrodes on both sides; a voltage across the two inner electrodes is measured; and the resistivity is obtained. A resistivity distribution graph is formed based on the result. It can be determined that the distribution graph of the part, where the corroding range of reinforcing steel in the potential distribution graph is overlapped on the corroding range of the steel in the resistivity graph, is the corroding region, where breakdown strength of the reinforcing steel is decreased.
JP62179909A 1987-07-21 1987-07-21 Deterioration determination method for reinforced concrete structure Expired - Fee Related JP2535177B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62179909A JP2535177B2 (en) 1987-07-21 1987-07-21 Deterioration determination method for reinforced concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62179909A JP2535177B2 (en) 1987-07-21 1987-07-21 Deterioration determination method for reinforced concrete structure

Publications (2)

Publication Number Publication Date
JPS6425050A true JPS6425050A (en) 1989-01-27
JP2535177B2 JP2535177B2 (en) 1996-09-18

Family

ID=16074032

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62179909A Expired - Fee Related JP2535177B2 (en) 1987-07-21 1987-07-21 Deterioration determination method for reinforced concrete structure

Country Status (1)

Country Link
JP (1) JP2535177B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011180118A (en) * 2010-02-05 2011-09-15 Tobishima Corp Concrete filling state inspecting method
JP2014218887A (en) * 2013-04-09 2014-11-20 東日本高速道路株式会社 Unit instrument support and movement system in narrow expansion gap part
JP2018017517A (en) * 2016-07-25 2018-02-01 株式会社Nttファシリティーズ Corrosion degree estimation method, corrosion degree estimation device and program
JP2018017518A (en) * 2016-07-25 2018-02-01 株式会社Nttファシリティーズ Corrosion degree estimation method, corrosion degree estimation device and program

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6598230B2 (en) * 2014-04-30 2019-10-30 国立研究開発法人物質・材料研究機構 Desalination and realkalization of existing concrete
JP6618212B2 (en) * 2018-03-13 2019-12-11 国立研究開発法人物質・材料研究機構 Desalination treatment system for concrete, realkalization treatment system, and salinity sensor and pH sensor used therefor

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011180118A (en) * 2010-02-05 2011-09-15 Tobishima Corp Concrete filling state inspecting method
JP2014218887A (en) * 2013-04-09 2014-11-20 東日本高速道路株式会社 Unit instrument support and movement system in narrow expansion gap part
JP2018017517A (en) * 2016-07-25 2018-02-01 株式会社Nttファシリティーズ Corrosion degree estimation method, corrosion degree estimation device and program
JP2018017518A (en) * 2016-07-25 2018-02-01 株式会社Nttファシリティーズ Corrosion degree estimation method, corrosion degree estimation device and program

Also Published As

Publication number Publication date
JP2535177B2 (en) 1996-09-18

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