JPH0551097B2 - - Google Patents
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- JPH0551097B2 JPH0551097B2 JP10286986A JP10286986A JPH0551097B2 JP H0551097 B2 JPH0551097 B2 JP H0551097B2 JP 10286986 A JP10286986 A JP 10286986A JP 10286986 A JP10286986 A JP 10286986A JP H0551097 B2 JPH0551097 B2 JP H0551097B2
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Description
(産業上の利用分野)
本発明は、既存のコンクリート構造物中の鋼材
の腐食状況を測定する可搬式の検出端に関し、特
に非破壊で連続測定可能な検出端に関するもので
ある。
(従来の技術)
コンクリート構造体に用いられる鉄筋は種々の
条件によつて腐食し、その機能を喪失する。従つ
て鉄筋の腐食状況を測定検査し、その状況に応じ
てコンクリート構造体の寿命を決定するにあた
り、通常該コンクリート構造体の一部を破壊し、
鉄筋を露出させ目視で検査する方法が採用されて
いたが、構造体にとつては好ましい手段ではな
い。
そこで特開昭59−217147号公報に見られるよう
に、非破壊測定手段が提案されるようになつた。
この手段は、コンクリート中の鋼材(鉄筋)を試
験極として、この露出部に試験極端子をとる一
方、照合電極および対極を備えた可搬式電極部
を、上記鋼材に沿つてコンクリート面上に順次密
着させてゆき、コンクリート面上の各位値におい
て、上記照合電極、試験極、対極を用いて自然電
位、分極抵抗および液抵抗を測定し、この3つの
電気化学的特性値から、鋼材の腐食状況を推定す
るコンクリート中の鋼材の腐食探査手段である。
これに利用する装置として給液・空気抜き部を
備えた無底容器の底部を多孔質材料からなる下蓋
により閉じ、かつ容器内に電解質水溶液を満たす
とともに、この電解質水溶液に照合電極および対
極を浸漬させて、コンクリート面に密着可能に形
成した可搬式電極部と、コンクリート中の鋼材を
試験極とし、この露出部に試験極端子をとる一
方、上記照合電極および対極を用いて自然電位、
分極抵抗、液抵抗の各測定値を出力する3電極式
モニターからなる装置が開示されている。
(発明が解決しようとする問題点)
前記特開昭59−217147号公報は、コンクリート
中の鉄筋の腐食状況を非破壊で測定できる点で優
れた手段であるが、その具体的装置について次の
ような技術点課題がある。
即ち、通常コンクリート構造体における鉄筋腐
食状況の測定は、上面に限定されず、側面や下面
(底面)から実施しなければならないことが多い
が、前記発明の可搬式電極部即ち検出端は、側面
や下面から測定する場合、電解質水溶液(以下単
に電解液と略称する)のコンクリート面への漏出
状況が不安定になり易いため、測定が不確定にな
る恐れが多い。これは通常足場が悪く測定が困難
な箇所が多い現場作業では、特に技術的問題を大
きくする要因になる。
つまり、前記発明の検出端は、使用姿勢によつ
て内部に不必要な空気の混入を招き、その結果、
検出端と鉄筋とを電気的に良好な導通状態に維持
することができなくなるという問題点を有してい
る。
(問題点を解決するための手段)
本発明は、如何なる測定姿勢でも確実な測定が
可能で、かつ精度が高い検出端の開発を意図した
もので、すなわち、鉄筋露出部に試験極端子をと
り、内部に電解液充填部と、この充填部に突出し
電解液に浸漬した照合電極および対極を有する可
搬式検出端を、被測定コンクリート面上に電解液
を漏出させつつ接触させて得られる電気化学的特
性値(例えば自然電位、分極抵抗、液抵抗、等)
から、鉄筋の腐食を測定する装置に用いられる可
搬式鉄筋腐食検出端であつて、給液もしくは給気
可能な装置に接続された給液・給気兼用管と開閉
弁を備えた排気管さらに照合電極および対極が装
着された支持盤と、軸中央に内筒挿入孔と外縁に
フランジを備えると共に、内筒との連通孔を有す
る底板と頂部に前記支持盤との装着部を備え、胴
部内が電解液充填部となつている外筒と、前記連
通孔との通液弁口を有し、前記外筒胴部内に延び
て電解液を導出する内筒が、軸中央に固着されて
おり、この内筒が前記内筒挿入孔を通して差し込
まれた状態で、前記外筒のフランジに回転自在に
装着する回転キヤツプと、前記回転キヤツプが装
着された状態で、前記内筒の上縁と前記支持盤の
下面に配置される通液性パツキン材と、前記回転
キヤツプの測定対象側の面を密閉する透液性接触
材からなることを特徴とし、さらには対極が照合
電極を中心として取り巻くように配置されてい
る。
以下本発明の構成を作用と共に詳細に説明す
る。
第1図は本発明にかかる検出端1の概略縦断断
面図であつて、円板型支持盤2は保護キヤツプ3
と外筒4との差込み突起部2a,2bを有し、電
気的絶縁材で構成されており、照合電極5、対極
6および給液・給気兼用管7、排気管8が装着さ
れている。
前記照合電極5のリード線5aは、上方に延び
て取出部、この例ではコネクタ9に接続され、同
様に対極6のリード線6aは、該コネクタ9に接
続されており、該リード線5a,6aはコネクタ
9、コード10を経て、3電極式腐食モニター1
1に接続される。
また給液・給気兼用管7(以下単に兼用管と言
う)の頂部と、保護キヤツプ3の取付部、この例
では接続管12との間は、フレキシブルチユーブ
13によつて接続されており、さらに接続管12
と給液・給気装置14間はホース15で接続され
ている。また給液・給気装置には気・液切替弁、
気・液ポンプ、開閉弁、圧力調整弁等が設けられ
ているが、説明は省略している。
排気管8の頂部と保護キヤツプ3の取付部、こ
の例では接続管16との間はフレキシブルチユー
ブ17で接続されており、さらに接続管16と排
気開閉弁18間は、ホース19で接続されてい
る。
次に保護キヤツプ3のフランジ3aは、前記円
板形支持盤2のフランジ2cの上面と密着するよ
うに構成され、同様に外筒4のフランジ4aも、
前記フランジ2cの下面と密着するように構成さ
れている。
さらに該フランジ3a,2c,4aを貫通する
孔20が、複数個設けられているので、該貫通孔
20に締付用ボルト21を通し、次にナツト22
により締付けると、保護キヤツプ3、円板型支持
盤2、外筒4を緊密に結合することができ、また
必要に応じて適宜パツキン材を介在させて、気密
性を向上させるように結合することも可能であ
る。
次に前記外筒4の底板4bには、フランジ4c
が周設され、また内筒23を挿入する内筒挿入孔
24が、軸中央に設けられている。さらに前記底
板4bには、外筒4の胴部に設けられた電解液充
填内腔4dと、前記内筒挿入孔24間に連通する
孔25が設けられている。
そして環状溝26に、前記フランジ4cがはめ
込まれた状態で、回転自在に装着される回転キヤ
ツプ27には、さらに両端が開口している直管か
らなる内筒23が固着されている。そして前記回
転キヤツプ27は、分割組立型の環状金物27a
と、この環状金物27aの取付ボルト28と内筒
支持部27bから構成され、前記外筒4の底板4
bに、内筒支持部27bをパツキン材29を介在
させて押しあてた後、前記環状金物27aと取付
ボルト28によつて、この底板4bに回転自在に
組み立てられる。
また前記回転キヤツプ27の外面は、透液性接
触板30で密閉されており、それ故前記内筒23
内の電解液は所定時間内に所定量通過するように
なる。そのため透液性接触板30には、有機、無
機の繊維や透液性多孔質体が採用される。
前記内筒23の下部は、前記回転キヤツプ27
に固着されているが、その上部は前記外筒4の内
腔4dの上方に延び、その上縁23aと円板形支
持盤2の下面、この例では差込み突起部2bの下
面2b1との間には、通液性パツキン材31が保持
されている。
さらに内筒23の下方には、筒壁を貫通する通
液弁口32が設けられ、回転キヤツプ27の回転
にともなう内筒23の回転により、前記連通孔2
5と通液弁口32は、通液可能あるいは不可能の
状態となる。
さらに前記内筒23の内腔23bの下方に延び
る照合電極5の先端5bには、設定離間距離をお
いて、対極6の先端6bが螺旋形に形成されて対
向している。このような対極6の構成は、電流分
布を均一化し、また対極6の形状をコンパクト化
しうるので、検出端の容積をより小さくし、運搬
および測定を便利にする機能を与える。
次にコンクリート33に埋設された鉄筋34の
露出部34aには、試験極端子35が取付けられ
ており、リード線36は前記3電極式モニターに
接続されている、
次に第2図は本発明にかかる検出端1の部分切
欠概略斜視図であつて、第1図と同符合のものは
同一部材である。
第2図において回転キヤツプ27の詳細を説明
する。
前述のように回転キヤツプ27は、環状金物2
7aと内筒支持部27bと、それらを連結する取
付ボルト28によつて構成されているが、前記環
状金物27aは、例えば分割された扇状の部品か
らなつており、内筒支持部27bを、前述のよう
に底盤4bに押しあてた後組立られ、その結果環
状溝26が形成され、回転キヤツプ27はフラン
ジ4cに回転自在に装着される。
さて本発明の検出端は前述のような構成となつ
ており、その作用および機能を第3図、第4図、
第5図の操作要領説明図で説明する。
第3図は、コンクリート床面上に検出端1を押
しあて、鉄筋34の腐食状況を測定している状態
を示す図である。
まず、測定に先立ち、あらかじめ回転キヤツプ
27を前記内筒23とともに回転させ、通液弁口
32と連通孔25とを連通させて通液可能として
おく。その後排気開閉弁18開状態としたのち、
給液・給気装置14からホース15を経由して、
兼用管7より電解液を外筒4内に送給する。
電解液50は兼用管7から連通孔25、通液弁
口32を通り、内筒23に充填され、同時に外筒
4内にも充填される。そこで適当量充填された時
点で、排気開閉弁18を閉じると、透液性接触板
30からコンクリート33の表面33aに、主と
して透液接触板30の透液能によつて定められる
量だけ漏出する。
そこで前述のように照合電極5、対極6、試験
極35と電気的に結線された3電極式モニター1
1によつて、電気化学的特性値(例えば、自然電
位分極抵抗および液抵抗等)の測定が適切に行わ
れる。
このような電解液供給の便のため、外筒4、内
筒23などを透明な耐食性材料で構成すると、測
定作業をより迅速に行うことができる。
本発明の実施例における対極6は、前述のよう
に先端が螺旋形に形成されており、形状を極めて
小さくすることができるので、照合電極5に十分
接近して設けることが可能で、このような構成
は、検出端1の全体構成をコンパクト化するのに
効果的であり、しかも測定精度をあげることがで
きる。
次に第4図は、鉛直コンクリート壁面33bに
おける測定状況説明図で、この場合は電解液の供
給に先立つて、前記内筒23を回転し、通液弁口
32と連通口25の連通を遮断状態としておく。
このように内筒23の回転によつて、通液系が開
閉されることとなるので、形態としては貫通孔で
あるがそれを本発明では通液弁口と言う。
さて、前記排気開閉弁18を開いて、電解液を
内腔4d内に供給しつつ、適当な時点で閉じる
と、電解液50は内筒23と外筒4の内壁4eと
の空間に充満した後、通液性パツキン材31を通
過して、前記内筒23の内腔23bを満たし、つ
いで前記透液性接触板30から壁面33bに漏出
する。
そこで給液・給気装置14から電解液を連続供
給すると、電解液は円滑に所要の量が壁面33b
に漏出するので、測定は正確に継続されることに
なる。前記通液性パツキン材31は有機、無機の
布もしくはフアイバーなどが適している。
このように構成しておくと、前記内筒23内の
電解液は適度な内圧を保持しているので、壁面3
3bに対する電解液の漏出がとぎれる恐れがな
く、測定を適確に実施することが可能になる。
すなわち前記通液性パツキン材31は、適度な
圧損のもとに電解液を通過させる機能を有し、外
筒4を横向き、つまり水平姿勢としても、該外筒
4内の内筒23から電解液が、逆方向に急激に流
失することを阻止することができる。
次に第5図は建物の天井あるいは橋梁などのコ
ンクリート下面33cに対して、下方から検出端
1を押しあて、測定を行つている状況を占めの概
略図である。
この例においても、まず電解液の供給に先立つ
て、前記内筒23を回転し、通液弁口32と連通
口25の連通を遮断状態としておき、その後排気
開閉弁18を開状態とし、給液・給気装置14か
ら電解液を内腔4dに送給し、前記内腔4dに電
解液を充満させた状態で押しあて、該排気開閉弁
18を閉じる。この場合電解液は、重力のため液
が降下するので、何等かの圧力を加えない限り、
電解液が透液性板30から外部に漏出しない。
そこで、給液・給気装置14を用いて、電解液
50を兼用管7から前記内腔4dに送給する。す
ると電解液は前記通液性パツキン材31を通り、
前記内筒23に充満し、透液性接触板30から下
面33cに漏出し、漏出は継続的に行われること
になる。
このように本発明の検出端1は、どのような測
定姿勢でも使用が可能で、十分な測定機能を有
し、かつ電解液のとぎれることのない供給によ
り、常に最良の電気的導通状態を保持しうるの
で、信頼性の高い測定結果を得ることができる。
以上の例では給液・給気装置14を用いて、電
解液を送給する方法について説明してきたが、他
の方法として、外筒4内に十分電解液が充填され
ている場合に、給液・給気装置14を用いて、圧
縮空気を送気することも有効である。
この場合には、外筒4内に電解液50が存在す
る限り、電解液は電気通液性パツキン材31を通
り、前記内筒23に充満し、透液性接触板30か
ら下面33cに漏出し、漏出は継続的に行われる
ことになる。この場合においても同様、常に最良
の電気的導通状態を保持しうるので、信頼性の高
い測定結果を得ることができる。
(実施例)
照合電極5に銀・塩化銀電極を、対極6として
白金線を用い、電解液にNa2SO4飽和溶液を採用
した検出端を用い、構築後20年を経過したコンク
リート床(スラブ)を測定した結果について説明
する。
なお透液性接触板30には、プラスチツク製ス
ポンジを、通液性パツキン材31には合繊ガーゼ
を採用し、3電極式モニターによりデータを求め
た。
被測定コンクリートスラブ中の鉄筋は、公称
4.1mm径の溶接金網で、鉄筋間隔は150mmピツチ、
平均カブリは20.1mmであり、さらにコンクリート
スラブの水・セメント比は、51.2%、含有塩分量
は平均0.081%(NaCl換算)であり、測定時の中
性化深さは19.7mmであつて、初期の腐食段階のも
のと推定されていた。
次にサンプリングした鉄筋径測定に基ずく腐食
速度(mm/year)と、自然電位(mV)、分極抵
抗(Kohm)の逆数、液抵抗(Kohm)とのそれ
ぞれの相関を、第6図、第7図、第8図のグラフ
にしたがつて説明する。
第6図に占めすように、自然電位は−200mV
より低くなれば高い腐食傾向にあることが判か
り、また分極抵抗の逆数値は、腐食速度と極めて
明白な相関があり、さらには液抵抗が小さくなれ
ば、コンクリートの腐食性能が低下していること
が判る。
すなわち、従来は自然電位、分極抵抗、液抵抗
のオーダー比較によつて、定性的な腐食状況把握
が行われていたが、本発明の検出端を用いれば、
定量的な腐食状況の把握が可能になる。
(発明の効果)
本発明の検出端は前述のように、どのような姿
勢でも連続して使用できるので、実構造物に対す
る測定を迅速確実に実施することが可能で、しか
も実用効果が高い。
(Industrial Application Field) The present invention relates to a portable detection end for measuring the corrosion status of steel materials in existing concrete structures, and particularly to a detection end that can perform non-destructive continuous measurement. (Prior Art) Reinforcing bars used in concrete structures corrode under various conditions and lose their functionality. Therefore, when measuring and inspecting the corrosion status of reinforcing bars and determining the lifespan of a concrete structure according to the situation, a part of the concrete structure is usually destroyed,
The method used was to expose the reinforcing bars and visually inspect them, but this is not the preferred method for structures. Therefore, non-destructive measuring means have been proposed, as seen in Japanese Patent Application Laid-Open No. 59-217147.
In this method, a steel material (reinforcing bar) in concrete is used as a test electrode, and a test electrode terminal is connected to the exposed part, while a portable electrode part equipped with a reference electrode and a counter electrode is sequentially placed on the concrete surface along the steel material. The self-potential, polarization resistance, and liquid resistance are measured at various points on the concrete surface using the reference electrode, test electrode, and counter electrode. From these three electrochemical characteristic values, the corrosion status of the steel material can be determined. This is a means of investigating corrosion of steel in concrete to estimate corrosion. The device used for this purpose is to close the bottom of a bottomless container equipped with a liquid supply and air vent with a lower lid made of porous material, fill the container with an electrolyte aqueous solution, and immerse the reference electrode and counter electrode in this electrolyte aqueous solution. Then, using a portable electrode part formed so as to be able to adhere to the concrete surface and the steel material in the concrete as a test electrode, connect the test electrode terminal to this exposed part, and use the reference electrode and counter electrode to measure the natural potential,
A device comprising a three-electrode monitor that outputs measured values of polarization resistance and liquid resistance is disclosed. (Problems to be Solved by the Invention) The above-mentioned Japanese Patent Application Laid-Open No. 59-217147 is an excellent method in that it can non-destructively measure the corrosion status of reinforcing bars in concrete, but the specific device is as follows. There are some technical issues. That is, the measurement of reinforcing steel corrosion in normal concrete structures is not limited to the top surface, but often has to be carried out from the side surface or the bottom surface (bottom surface). When measuring from the top or bottom surface, the leakage of the aqueous electrolyte solution (hereinafter simply referred to as electrolyte) to the concrete surface tends to become unstable, so there is a risk that the measurement will be uncertain. This becomes a major technical problem, especially in field work where there are many places where footing is usually poor and measurements are difficult. In other words, the detection end of the invention causes unnecessary air to be mixed inside depending on the posture of use, and as a result,
This has the problem that it becomes impossible to maintain good electrical continuity between the detection end and the reinforcing bar. (Means for Solving the Problems) The present invention is intended to develop a detection end that is capable of reliable measurement in any measurement posture and has high accuracy. , a portable detection end that has an electrolyte-filled part inside and a reference electrode and a counter electrode protruding into the filled part and immersed in the electrolyte is brought into contact with the electrolyte leaking onto the concrete surface to be measured. characteristic values (e.g. natural potential, polarization resistance, liquid resistance, etc.)
A portable reinforcing steel corrosion detection end used in a device for measuring corrosion of reinforcing steel, and an exhaust pipe equipped with a liquid/air supply pipe and an on-off valve connected to a device capable of supplying liquid or air. A support plate on which a reference electrode and a counter electrode are attached, an inner cylinder insertion hole at the center of the shaft, a flange on the outer edge, a bottom plate having a communication hole with the inner cylinder, and a mounting part for the support plate on the top, An outer cylinder whose inside is an electrolyte filling part, and an inner cylinder having a liquid passage valve port with the communication hole and extending into the body of the outer cylinder to draw out the electrolyte are fixed to the center of the shaft. a rotary cap rotatably mounted on the flange of the outer cylinder when the inner cylinder is inserted through the inner cylinder insertion hole; and a rotary cap that is rotatably attached to the flange of the outer cylinder; It is characterized by comprising a liquid-permeable packing material disposed on the lower surface of the support plate and a liquid-permeable contact material sealing the surface of the rotary cap on the measurement target side, and a counter electrode surrounding the reference electrode as the center. It is arranged like this. Hereinafter, the structure of the present invention will be explained in detail together with its operation. FIG. 1 is a schematic longitudinal cross-sectional view of a detection end 1 according to the present invention, in which a disk-shaped support plate 2 is connected to a protective cap 3.
It has protrusions 2a and 2b that are inserted into the outer cylinder 4, and is made of an electrically insulating material, and is equipped with a reference electrode 5, a counter electrode 6, a liquid/air supply pipe 7, and an exhaust pipe 8. . The lead wire 5a of the reference electrode 5 extends upward and is connected to a take-out portion, in this example, a connector 9. Similarly, the lead wire 6a of the counter electrode 6 is connected to the connector 9, and the lead wires 5a, 6a is the 3-electrode corrosion monitor 1 via the connector 9 and the cord 10.
Connected to 1. In addition, the top of the liquid/air supply pipe 7 (hereinafter simply referred to as the dual-purpose pipe) and the attachment part of the protective cap 3, which in this example is the connecting pipe 12, are connected by a flexible tube 13. Furthermore, the connecting pipe 12
and the liquid/air supply device 14 are connected by a hose 15. In addition, the liquid and air supply equipment includes an air/liquid switching valve,
Gas/liquid pumps, on-off valves, pressure regulating valves, etc. are provided, but their explanations are omitted. The top of the exhaust pipe 8 and the attachment part of the protective cap 3, in this example the connection pipe 16, are connected by a flexible tube 17, and the connection pipe 16 and the exhaust valve 18 are connected by a hose 19. There is. Next, the flange 3a of the protective cap 3 is configured to be in close contact with the upper surface of the flange 2c of the disk-shaped support plate 2, and similarly, the flange 4a of the outer cylinder 4 is
It is configured to be in close contact with the lower surface of the flange 2c. Furthermore, since a plurality of holes 20 are provided that pass through the flanges 3a, 2c, and 4a, the tightening bolts 21 are passed through the through holes 20, and then the nuts 22 are inserted.
When tightened, the protective cap 3, disc-shaped support plate 2, and outer cylinder 4 can be tightly connected, and if necessary, a packing material can be interposed as appropriate to improve airtightness. is also possible. Next, a flange 4c is attached to the bottom plate 4b of the outer cylinder 4.
is provided around the periphery, and an inner cylinder insertion hole 24 into which the inner cylinder 23 is inserted is provided at the center of the shaft. Further, the bottom plate 4b is provided with a hole 25 that communicates between the electrolyte filling lumen 4d provided in the body of the outer cylinder 4 and the inner cylinder insertion hole 24. Further, an inner cylinder 23 made of a straight pipe with both ends open is fixed to the rotary cap 27, which is rotatably mounted with the flange 4c fitted into the annular groove 26. The rotary cap 27 is a split-assembly type annular metal fitting 27a.
It is composed of the mounting bolt 28 of this annular hardware 27a and the inner cylinder support part 27b, and the bottom plate 4 of the outer cylinder 4.
After pressing the inner cylinder support portion 27b with the packing material 29 interposed in the inner cylinder support portion 27b, the inner cylinder support portion 27b is rotatably assembled to the bottom plate 4b using the annular hardware 27a and the mounting bolts 28. Further, the outer surface of the rotary cap 27 is sealed with a liquid-permeable contact plate 30, so that the inner cylinder 23
A predetermined amount of the electrolytic solution inside passes through within a predetermined time. Therefore, the liquid-permeable contact plate 30 is made of organic or inorganic fibers or a liquid-permeable porous material. The lower part of the inner cylinder 23 is connected to the rotary cap 27.
The upper part extends above the inner cavity 4d of the outer cylinder 4, and the upper edge 23a and the lower surface of the disc-shaped support plate 2, in this example, the lower surface 2b1 of the insertion protrusion 2b. A liquid-permeable packing material 31 is held in between. Further, a liquid passage valve port 32 is provided below the inner cylinder 23 and penetrates through the cylinder wall, and the rotation of the inner cylinder 23 in conjunction with the rotation of the rotary cap 27 allows the liquid to pass through the communication hole 23.
5 and the liquid passage valve port 32 are in a state where liquid can be passed or not. Furthermore, a tip 6b of a counter electrode 6 is formed in a spiral shape and is opposed to the tip 5b of the reference electrode 5 extending below the inner cavity 23b of the inner tube 23 at a set distance. Such a configuration of the counter electrode 6 can make the current distribution uniform and also make the shape of the counter electrode 6 compact, so that the volume of the detection end can be made smaller and transportation and measurement can be made convenient. Next, a test electrode terminal 35 is attached to the exposed part 34a of the reinforcing bar 34 buried in the concrete 33, and a lead wire 36 is connected to the three-electrode monitor. 1 is a partially cutaway schematic perspective view of the detection end 1 according to FIG. 1, and parts having the same symbols as those in FIG. The details of the rotary cap 27 will be explained in FIG. As mentioned above, the rotary cap 27 is connected to the annular metal fitting 2.
7a, an inner cylinder support part 27b, and a mounting bolt 28 that connects them. As described above, it is assembled after being pressed against the bottom plate 4b, and as a result, the annular groove 26 is formed, and the rotary cap 27 is rotatably mounted on the flange 4c. Now, the detection end of the present invention has the above-mentioned configuration, and its operation and functions are shown in FIGS.
The operation procedure will be explained with reference to FIG. 5, which is an explanatory diagram of the operation procedure. FIG. 3 is a diagram showing a state in which the detection end 1 is pressed against a concrete floor surface and the state of corrosion of the reinforcing bars 34 is being measured. First, prior to measurement, the rotary cap 27 is rotated in advance together with the inner cylinder 23, so that the liquid passage valve port 32 and the communication hole 25 are communicated with each other so that liquid can pass therethrough. After that, after opening the exhaust valve 18,
From the liquid/air supply device 14 via the hose 15,
The electrolytic solution is fed into the outer cylinder 4 through the dual-purpose pipe 7. The electrolytic solution 50 passes from the dual-purpose pipe 7 through the communication hole 25 and the liquid passage valve port 32, and is filled into the inner cylinder 23, and simultaneously filled into the outer cylinder 4. When the exhaust valve 18 is closed when the appropriate amount is filled, an amount mainly determined by the liquid permeability of the liquid permeable contact plate 30 leaks from the liquid permeable contact plate 30 to the surface 33a of the concrete 33. . Therefore, as mentioned above, the three-electrode monitor 1 is electrically connected to the reference electrode 5, the counter electrode 6, and the test electrode 35.
1, electrochemical characteristic values (eg, spontaneous potential polarization resistance, liquid resistance, etc.) can be appropriately measured. For convenience in supplying the electrolytic solution, if the outer cylinder 4, inner cylinder 23, etc. are made of transparent corrosion-resistant material, the measurement work can be performed more quickly. The counter electrode 6 in the embodiment of the present invention has a helical tip as described above, and the shape can be made extremely small, so it can be provided sufficiently close to the reference electrode 5. This configuration is effective in making the overall configuration of the detection end 1 compact, and can also improve measurement accuracy. Next, FIG. 4 is an explanatory diagram of the measurement situation on the vertical concrete wall surface 33b. In this case, prior to supplying the electrolytic solution, the inner cylinder 23 is rotated to cut off communication between the liquid flow valve port 32 and the communication port 25. Leave it as the state.
As described above, the liquid passage system is opened and closed by the rotation of the inner cylinder 23, so although it is in the form of a through hole, it is referred to as a liquid passage valve port in the present invention. Now, when the exhaust valve 18 is opened and the electrolytic solution is supplied into the inner cavity 4d and closed at an appropriate time, the electrolytic solution 50 fills the space between the inner cylinder 23 and the inner wall 4e of the outer cylinder 4. Thereafter, the liquid passes through the liquid-permeable packing material 31 to fill the inner cavity 23b of the inner cylinder 23, and then leaks from the liquid-permeable contact plate 30 to the wall surface 33b. Therefore, if the electrolytic solution is continuously supplied from the liquid/air supply device 14, the electrolytic solution will be smoothly distributed to the wall surface 33b in the required amount.
The measurement will continue accurately. The liquid-permeable packing material 31 is suitably made of organic or inorganic cloth or fiber. With this configuration, the electrolytic solution in the inner cylinder 23 maintains an appropriate internal pressure, so that the wall surface 3
There is no fear that leakage of the electrolytic solution to 3b will be interrupted, making it possible to perform measurements accurately. That is, the liquid-permeable packing material 31 has a function of allowing the electrolyte to pass through under a moderate pressure loss, and even when the outer cylinder 4 is placed sideways, that is, in a horizontal position, the electrolyte is not removed from the inner cylinder 23 inside the outer cylinder 4. It is possible to prevent the liquid from rapidly flowing away in the opposite direction. Next, FIG. 5 is a schematic diagram illustrating a situation in which the detection end 1 is pressed from below against a concrete lower surface 33c of a building ceiling or a bridge to perform measurement. In this example as well, first, prior to supplying the electrolytic solution, the inner cylinder 23 is rotated to cut off communication between the liquid passage valve port 32 and the communication port 25, and then the exhaust opening/closing valve 18 is opened to supply the electrolytic solution. The electrolytic solution is supplied from the liquid/air supply device 14 to the inner cavity 4d, and the inner cavity 4d filled with the electrolytic solution is pressed against the inner cavity 4d, and the exhaust opening/closing valve 18 is closed. In this case, the electrolyte will fall due to gravity, so unless some pressure is applied,
The electrolytic solution does not leak to the outside from the liquid-permeable plate 30. Therefore, using the liquid/air supply device 14, the electrolytic solution 50 is fed from the dual-purpose pipe 7 to the inner cavity 4d. Then, the electrolyte passes through the liquid-permeable packing material 31,
The inner cylinder 23 is filled with the liquid, and the liquid leaks from the liquid-permeable contact plate 30 to the lower surface 33c, and the leakage continues. In this way, the detection end 1 of the present invention can be used in any measurement posture, has sufficient measurement functions, and maintains the best electrical continuity at all times due to the continuous supply of electrolyte. Therefore, highly reliable measurement results can be obtained. In the above example, the method of supplying the electrolyte using the liquid/air supply device 14 has been explained, but as another method, when the outer cylinder 4 is sufficiently filled with electrolyte, It is also effective to supply compressed air using the liquid/air supply device 14. In this case, as long as the electrolyte 50 exists in the outer cylinder 4, the electrolyte passes through the electrolyte-permeable packing material 31, fills the inner cylinder 23, and leaks from the liquid-permeable contact plate 30 to the lower surface 33c. However, leakage will continue. In this case as well, since the best electrical conduction state can be maintained at all times, highly reliable measurement results can be obtained. (Example) A silver/silver chloride electrode was used as the reference electrode 5, a platinum wire was used as the counter electrode 6, and a detection end with a Na 2 SO 4 saturated solution as the electrolyte was used. The results of measuring the slab) will be explained below. A plastic sponge was used as the liquid-permeable contact plate 30, synthetic gauze was used as the liquid-permeable packing material 31, and data were obtained using a three-electrode monitor. The reinforcing bars in the concrete slab to be measured are nominally
4.1mm diameter welded wire mesh with 150mm spacing between reinforcing bars.
The average fog was 20.1 mm, the water/cement ratio of the concrete slab was 51.2%, the average salt content was 0.081% (NaCl equivalent), and the neutralization depth at the time of measurement was 19.7 mm. It was presumed to be in the early stages of corrosion. Next, the correlation between the corrosion rate (mm/year) based on the diameter measurement of the sampled reinforcing bars, the self-potential (mV), the reciprocal of the polarization resistance (Kohm), and the liquid resistance (Kohm) is shown in Figure 6. This will be explained with reference to the graphs in FIGS. 7 and 8. As shown in Figure 6, the natural potential is -200mV
It was found that the lower the resistance, the higher the corrosion tendency, and the reciprocal value of polarization resistance has a very clear correlation with the corrosion rate, and furthermore, the smaller the liquid resistance, the lower the corrosion performance of concrete. I understand that. In other words, in the past, a qualitative understanding of the corrosion situation was carried out by comparing the order of natural potential, polarization resistance, and liquid resistance, but with the detection end of the present invention,
It becomes possible to quantitatively understand the corrosion situation. (Effects of the Invention) As described above, the detection end of the present invention can be used continuously in any posture, so it is possible to quickly and reliably perform measurements on an actual structure, and it has a high practical effect.
第1図は本発明の検出端の概略縦断断面図、第
2図は同じく部分切欠概略斜視図、第3図、第4
図、第5図は本発明検出端の操作要領説明図、第
6図は腐食速度と自然電位、第7図は腐食速度と
分極抵抗の逆数、第8図は腐食速度と液抵抗の相
関をそれぞれ示すグラフである。
1:検出端、2:円板型支持盤、2a:差込み
突起部、2b:差込み突起部、2b1:下面、2
c:フランジ、3:保護キヤツプ、3a:フラン
ジ、4:外筒、4a:フランジ、4b:底板、4
c:フランジ、4d:内腔、4e:内壁、5:照
合電極、5a:リード線、5b:先端、6:対
極、6a:リード線、6b:先端、7:給液・給
気兼用管、8:排気管、9:コネクター、10:
コード、11:3電極腐食モニター、12:接続
管、13:フレキシブルチユーブ、14:給液・
給気装置、15:ホース、16:接続管、17:
フレキシブルチユーブ、18:排気開閉弁、1
9:ホース、20:貫通孔、21:締め付けボル
ト、22:ナツト、23:内筒、23a:上縁、
23b:内腔、24:内筒挿入孔挿通孔、25:
連通孔、26:環状溝、27:回転キヤツプ、2
7a:環状金物、27b:内筒支持部、28:取
付けボルト、29:パツキン材、30:透液性接
触板、31:通液性パツキン材、32:通液弁
口、33:コンクリート、33a:表面、33
b:壁面、33c:下面、34:鉄筋、34a:
露出部、35:試験極端子、36:リード線、3
7:取付けネジ、50:電解液。
FIG. 1 is a schematic vertical sectional view of the detection end of the present invention, FIG. 2 is a partially cutaway schematic perspective view, FIG. 3, and FIG.
Figure 5 is an explanatory diagram of the operating procedure of the detection end of the present invention, Figure 6 is the corrosion rate and self-potential, Figure 7 is the corrosion rate and the reciprocal of polarization resistance, and Figure 8 is the correlation between the corrosion rate and liquid resistance. These are graphs shown respectively. 1: Detection end, 2: Disk-shaped support plate, 2a: Insertion protrusion, 2b: Insertion protrusion, 2b 1 : Bottom surface, 2
c: flange, 3: protective cap, 3a: flange, 4: outer cylinder, 4a: flange, 4b: bottom plate, 4
c: flange, 4d: lumen, 4e: inner wall, 5: reference electrode, 5a: lead wire, 5b: tip, 6: counter electrode, 6a: lead wire, 6b: tip, 7: liquid supply/air supply pipe, 8: Exhaust pipe, 9: Connector, 10:
Cord, 11:3 electrode corrosion monitor, 12:connecting tube, 13:flexible tube, 14:liquid supply/
Air supply device, 15: Hose, 16: Connection pipe, 17:
Flexible tube, 18: Exhaust on/off valve, 1
9: Hose, 20: Through hole, 21: Tightening bolt, 22: Nut, 23: Inner cylinder, 23a: Upper edge,
23b: Inner cavity, 24: Inner cylinder insertion hole insertion hole, 25:
Communication hole, 26: Annular groove, 27: Rotating cap, 2
7a: Annular hardware, 27b: Inner cylinder support part, 28: Mounting bolt, 29: Packing material, 30: Liquid permeable contact plate, 31: Liquid permeable packing material, 32: Liquid passage valve port, 33: Concrete, 33a :Surface, 33
b: wall surface, 33c: bottom surface, 34: reinforcing bar, 34a:
Exposed part, 35: Test electrode terminal, 36: Lead wire, 3
7: Installation screw, 50: Electrolyte.
Claims (1)
をおこない、内部に電解液充填部と、この充填部
に突出し電解液に浸漬した照合電極、および対極
を有する可搬式検出端を、被測定コンクリート面
上に接触させて、電気化学的な測定を行い、コン
クリート中の鉄筋の腐食状態を測定する装置の可
搬式鉄筋腐食検出端であつて、給液もしくは給気
可能な装置に接続された給液・給気兼用管と、開
閉弁を備えた排気管、さらに照合電極および対極
が装着された支持盤と: 軸中央に内筒挿入孔と、外縁にフランジを備え
ると共に、内筒との連通孔を有する底板と頂部に
前記支持盤との装着部を備え、胴部内が電解液充
填部となつている外筒と; 前記連通孔との通液弁口を有し、前記外筒胴部
内に延びて電解液を導出する内筒が、軸中央に固
着されており、この内筒が前記内筒挿入孔を通し
て差し込まれた状態で、前記外筒のフランジに回
転自在に装着する回転キヤツプと; 前記回転キヤツプが装着された状態で、前記内
筒の上縁と前記支持盤の下面に配置される通液性
パツキン材と; 前記回転キヤツプの測定対象側の面を密閉する
透液性接触材からなることを特徴とする可搬式鉄
筋腐食検出端。 2 対極が照合電極を中心として取り巻くように
配置されている特許請求の範囲第1項記載の可搬
式鉄筋腐食検出端。[Scope of Claims] 1 Conductivity is established through the exposed part of the reinforcing bars in concrete, and a portable detection end is provided which has an electrolyte-filled part inside, a reference electrode protruding from the filled part and immersed in the electrolyte, and a counter electrode. , a portable reinforcing steel corrosion detection end of a device that measures the corrosion state of reinforcing bars in concrete by making electrochemical measurements in contact with the concrete surface to be measured, and is a device that can supply liquid or air. A combined liquid and air supply pipe is connected, an exhaust pipe equipped with an on-off valve, and a support plate equipped with a reference electrode and a counter electrode. an outer cylinder having a bottom plate having a communication hole with the cylinder, and an attachment part for the support plate on the top, and an electrolyte filling part in the body; having a liquid passage valve port with the communication hole; An inner cylinder that extends into the outer cylinder body and draws out the electrolyte is fixed to the center of the shaft, and when the inner cylinder is inserted through the inner cylinder insertion hole, it is rotatably attached to the flange of the outer cylinder. a rotary cap that is attached to the rotary cap; a liquid-permeable packing material disposed on the upper edge of the inner cylinder and the lower surface of the support plate when the rotary cap is attached; a surface of the rotary cap on the measurement target side that is sealed; A portable reinforcing steel corrosion detection end characterized by being made of a liquid-permeable contact material. 2. The portable reinforcing steel corrosion detection end according to claim 1, wherein the counter electrode is arranged so as to surround the reference electrode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10286986A JPS62259052A (en) | 1986-05-02 | 1986-05-02 | Portable reinforcing bar corrosion detection end |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10286986A JPS62259052A (en) | 1986-05-02 | 1986-05-02 | Portable reinforcing bar corrosion detection end |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62259052A JPS62259052A (en) | 1987-11-11 |
| JPH0551097B2 true JPH0551097B2 (en) | 1993-07-30 |
Family
ID=14338908
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10286986A Granted JPS62259052A (en) | 1986-05-02 | 1986-05-02 | Portable reinforcing bar corrosion detection end |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS62259052A (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2511234B2 (en) * | 1993-01-26 | 1996-06-26 | 財団法人日本建築総合試験所 | Probe for detecting corrosion degree of buried rebar |
| US6916411B2 (en) | 2002-02-22 | 2005-07-12 | Lynntech, Inc. | Method for electrically controlled demolition of concrete |
| KR101159983B1 (en) | 2010-06-29 | 2012-06-25 | 현대제철 주식회사 | Test module for adhesion off painting and test method using the same |
| US8926823B2 (en) * | 2010-11-30 | 2015-01-06 | Georges J. Kipouros | Sub-coating coated metal corrosion measurement |
| CN109100290A (en) * | 2018-07-30 | 2018-12-28 | 青海民族大学 | The test device of Rust of Rebar in Concrete |
-
1986
- 1986-05-02 JP JP10286986A patent/JPS62259052A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62259052A (en) | 1987-11-11 |
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| EXPY | Cancellation because of completion of term |