JPH095286A - Potential measuring mark sheet and method for measuring potential of reinforcing bar therewith - Google Patents
Potential measuring mark sheet and method for measuring potential of reinforcing bar therewithInfo
- Publication number
- JPH095286A JPH095286A JP15323695A JP15323695A JPH095286A JP H095286 A JPH095286 A JP H095286A JP 15323695 A JP15323695 A JP 15323695A JP 15323695 A JP15323695 A JP 15323695A JP H095286 A JPH095286 A JP H095286A
- Authority
- JP
- Japan
- Prior art keywords
- potential
- mark sheet
- measuring
- sheet
- reinforcing bar
- 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.)
- Pending
Links
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 14
- 238000000034 method Methods 0.000 title description 8
- 238000005259 measurement Methods 0.000 claims abstract description 27
- 239000004567 concrete Substances 0.000 claims description 29
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 19
- 229920002994 synthetic fiber Polymers 0.000 claims description 6
- 239000012209 synthetic fiber Substances 0.000 claims description 6
- 229920000742 Cotton Polymers 0.000 claims description 4
- 239000004745 nonwoven fabric Substances 0.000 claims description 4
- 239000002759 woven fabric Substances 0.000 claims description 3
- 239000004744 fabric Substances 0.000 abstract description 7
- WABPQHHGFIMREM-UHFFFAOYSA-N lead(0) Chemical compound [Pb] WABPQHHGFIMREM-UHFFFAOYSA-N 0.000 abstract description 5
- 239000011150 reinforced concrete Substances 0.000 abstract description 5
- 238000012795 verification Methods 0.000 description 5
- 238000005507 spraying Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 239000003550 marker Substances 0.000 description 3
- 230000002269 spontaneous effect Effects 0.000 description 3
- 239000008399 tap water Substances 0.000 description 3
- 235000020679 tap water Nutrition 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 2
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 2
- 229920000728 polyester Polymers 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- 239000004382 Amylase Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 229910000365 copper sulfate Inorganic materials 0.000 description 1
- ARUVKPQLZAKDPS-UHFFFAOYSA-L copper(II) sulfate Chemical compound [Cu+2].[O-][S+2]([O-])([O-])[O-] ARUVKPQLZAKDPS-UHFFFAOYSA-L 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000003792 electrolyte Substances 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
Landscapes
- Testing Resistance To Weather, Investigating Materials By Mechanical Methods (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は、例えばコンクリート
橋,高速道路橋あるいはトンネル等の鉄筋コンクリート
中の鉄筋の腐食性を面的に評価するための大量の自然電
位を高効率で且つコンクリート表面に直接測定ポイント
を書き込むことなく利用できる電位計測用マークシート
及びこれを用いた鉄筋の電位計測方法に関する。BACKGROUND OF THE INVENTION The present invention relates to a large amount of self-potential for directly evaluating the corrosiveness of reinforcing bars in reinforced concrete such as concrete bridges, highway bridges or tunnels with high efficiency and directly on the concrete surface. The present invention relates to a potential measuring mark sheet that can be used without writing measurement points and a reinforcing bar potential measuring method using the mark sheet.
【0002】[0002]
【従来の技術】従来のコンクリート中の鉄筋の自然電位
の計測方法は、図4に示す様に計測しようとするコンク
リート面3に直接マジックやチョーク等で、例えば測定
点を縦横に5cmや10cm間隔で碁盤目9に書き込み、且
つコンクリートの極く表面が自然電位の計測に支障を来
す程の高乾燥や電気的絶縁状態である場合を改善する目
的で、事前にコンクリート表面に水道水等の水を噴霧あ
るいは散布して、測定面の計測環境を整える。2. Description of the Related Art A conventional method for measuring the self-potential of a reinforcing bar in concrete is to directly measure the concrete surface 3 to be measured with a marker or a chalk as shown in FIG. For the purpose of improving the case where the concrete surface is highly dry or electrically insulated so that the very surface of the concrete interferes with the measurement of the self-potential, tap water etc. on the concrete surface in advance. Prepare the measurement environment of the measurement surface by spraying or spraying water.
【0003】図5は、図4に示す碁盤目9の交点上の1
測定点の自然電位の測定方法を示したもので、デジタル
電位差計10のマイナス端子に硫酸銅電極等の筒状照合
電極11を、プラス端子には鉄筋4に接続するためのク
ランプ7付リード線8を接続し、測定に当たってはコン
クリート表面12と筒状照合電極11との間に水等の電
解質を含浸させた布やスポンジ13を介在させる。FIG. 5 is a cross-sectional view of the cross 9 shown in FIG.
It shows a method of measuring the spontaneous potential at a measuring point, and a lead wire with a clamp 7 for connecting a cylindrical reference electrode 11 such as a copper sulfate electrode to the negative terminal of the digital potentiometer 10 and a reinforcing bar 4 to the positive terminal. 8 is connected, and a cloth or sponge 13 impregnated with an electrolyte such as water is interposed between the concrete surface 12 and the cylindrical reference electrode 11 for measurement.
【0004】[0004]
【発明が解決しようとする課題】叙上従来の技術にあっ
ては、碁盤目9に多数個の測定点を巻尺等を用いてマー
キングするには、大変な労力と測定時間の大部分を費や
すばかりでなく、マーキングにマジックを使用した場合
は、コンクリート表面を汚し、チョークを使用した場合
は、水の噴霧や散布によりマーキングした測定点が消滅
する。更にスポンジ13介在の照合電極11の当接は、
個人差によりスポンジ13の含水量が異なったり、測定
時間が非常に長くなったりするために、コンクリートの
含水率が刻々と変化し、それに連れて自然電位値も変化
するので安定した適性なデータを得るには卓越した経験
を要する等の問題点があった。In the prior art, however, marking a large number of measuring points on the grid 9 with a tape measure or the like requires a great deal of labor and a large amount of measuring time. Not only that, when a marker is used for marking, the concrete surface is soiled, and when chalk is used, the marked measuring points disappear by spraying or spraying water. Further, the contact of the verification electrode 11 with the sponge 13 interposed is
Since the water content of the sponge 13 is different due to individual differences and the measurement time becomes very long, the water content of the concrete changes every moment, and the spontaneous potential value changes accordingly, so stable and appropriate data can be obtained. There was a problem that it required excellent experience to obtain it.
【0005】本発明は叙上の事情に鑑みなされたもの
で、多大な作業時間を要するコンクリートへのマーキン
グ作業を行うことも、コンクリート面を汚すこともな
く、更にはコンクリート表面へのほぼ均一な含水状態の
実現を達成した電位計測用マークシート及びこれを用い
た鉄筋の電位計測方法を提供することを目的としてい
る。The present invention has been made in view of the above circumstances and does not perform marking work on concrete which requires a great amount of working time, does not stain the concrete surface, and moreover makes it almost uniform on the concrete surface. It is an object of the present invention to provide a potential measurement mark sheet that has achieved a water-containing state and a reinforcing bar potential measurement method using the mark sheet.
【0006】[0006]
【課題を解決するための手段】上記目的を達成するため
に、本発明の電位計測用マークシートは、吸水性を有す
るシートに予め電位計測位置を示す所定寸法の格子点あ
るいは格子模様等を水に不溶なインク等で印刷又は書き
込んだものである。前記シートが綿又は化繊の織布ある
いは不織布であることを良しとする。In order to achieve the above object, the potential measuring mark sheet of the present invention has a water-absorbing sheet in which water is provided with grid points or grid patterns of a predetermined size indicating the potential measuring position in advance. It is printed or written with insoluble ink or the like. It is good that the sheet is a woven or non-woven fabric of cotton or synthetic fiber.
【0007】本発明の鉄筋の電位計測方法は、ほぼ均一
且つ適量を含水せしめた所定面積を有する電位計測用マ
ークシートをコンクリート表面に接触させ、電圧計のマ
イナス端子に照合電極、プラス端子に鉄筋を接続し、該
照合電極を該マークシート表面に接するように該マーク
シートの格子座標の測定起点から順次個別移動又は連続
移動させて格子状に鉄筋の電位を計測するとしたもので
ある。According to the method for measuring the electric potential of a reinforcing bar of the present invention, a mark sheet for measuring electric potential having a predetermined area, which is substantially uniform and contains an appropriate amount of water, is brought into contact with the concrete surface, and the negative electrode of the voltmeter is provided with a reference electrode and the positive terminal is provided with a reinforcing bar. The connection is made, and the potential of the reinforcing bar is measured in a grid pattern by individually or continuously moving the reference electrodes from the measurement origin of the grid coordinates of the mark sheet so as to contact the surface of the mark sheet.
【0008】[0008]
【作用】吸湿・吸水性が高く、収縮性の少ない綿又は化
繊の布に、事前に油性インクやマジック等で測定条件に
応じた格子状等の測定点を印刷又は書き込んでおき、計
測時に該布を水につけて、これを水が垂れない様に絞っ
てコンクリート表面に当てて、ほぼ均一な含水状態を得
ることのできる電位計測用マークシートは、これまでの
マークキング作業に要する多大な作業時間を短縮すると
共に、適性な含水状態でコンクリート表面に接触して装
着固定されるので、コンクリート表面の含水率が該シー
トにより遮蔽されてほぼ一定に保持されていることから
的確で且つ迅速な自然電位等の測定を可能とする。特
に、回転式照合電極と計測電位の取り込み保存を可能に
するコンピュータ内蔵の電位差計の使用によればその計
測作業の迅速性は通常の30倍以上の作業効率をもたら
す。[Function] On a cloth made of cotton or synthetic fiber that has high moisture absorption and water absorption and low shrinkage, print or write grid-like measurement points according to the measurement conditions in advance with oil-based ink or magic and The potential measurement mark sheet that can get an almost uniform water content by immersing the cloth in water, squeezing it so that it does not drip, and applying it to the concrete surface is a great work time required for the conventional marking process. In addition, the water content of the concrete surface is shielded by the sheet and kept almost constant because the water content of the concrete surface is fixed and fixed by contacting with the concrete surface in an appropriate water content state. Etc. can be measured. In particular, the use of a rotary collation electrode and a potentiometer built in a computer that enables the storage and storage of measured potentials makes the measurement work quicker than the usual 30 times more efficient.
【0009】[0009]
【実施例】実施例について図を参照して説明すると、図
1において、マークシート1の材質に用いる化繊の不織
布としてはポリエステル系、アクリル系などの化成繊維
が使用できる。例えば、ポリエステル系では旭化成製の
アイエルE1100、アクリル系ではユニチカ製109
06WTDなどが挙げられる。織布も不織布と同質のも
のが使用できる。EXAMPLE An example will be described with reference to the drawings. In FIG. 1, as the nonwoven fabric of the synthetic fiber used for the material of the mark sheet 1, polyester-based, acrylic-based or other synthetic fiber can be used. For example, polyester-based Aire E1100 manufactured by Asahi Kasei, acrylic-based Unitika 109
06WTD and the like. The same woven fabric as the non-woven fabric can be used.
【0010】なお、マークシート1に使用する綿布、化
繊の織布や不織布は、予め水道水などで十分に洗って殆
ど収縮しないようにする。かかるマークシート1を乾燥
させた後、予め水に不溶の油性マジックで測定間隔を考
慮した格子模様を描いたものである。格子模様の作製
は、乾燥状態のマークシート1の左下部をX,Y座標の
原点(0,0)即ち測定起点2とし、X方向は5cm間隔
で、Y方向は25cm間隔で線引きしたものである。The cotton cloth, the woven cloth or the non-woven cloth of the synthetic fiber used for the mark sheet 1 should be sufficiently washed in advance with tap water or the like so as to hardly shrink. After the mark sheet 1 is dried, a grid pattern is drawn in advance with a water-insoluble oily marker in consideration of the measurement interval. The grid pattern is produced by drawing the lower left portion of the dry mark sheet 1 as the origin (0, 0) of the X, Y coordinates, that is, the measurement starting point 2, and drawing lines at intervals of 5 cm in the X direction and at intervals of 25 cm in the Y direction. .
【0011】尚、図中a0はY軸方向1段目の最大5点
測定可能の最初の回転式照合電極の案内線,a19はY
軸方向1段目の最大5点測定可能の最後の回転式照合電
極の案内線,d0はY軸方向4段目の最大5点測定可能
の最初の回転式照合電極の案内線,d19はY軸方向4
段目の最大5点測定可能の最後の回転式照合電極の案内
線である。In the figure, a0 is the guide line of the first rotary collation electrode capable of measuring a maximum of 5 points in the first stage in the Y-axis direction, and a19 is Y.
The guide line of the last rotary verification electrode that can measure up to 5 points in the first axial direction, d0 is the guide line of the first rotary verification electrode that can measure up to 5 points in the fourth axial direction, and d19 is Y Axial direction 4
It is the guide line of the last rotary reference electrode that can measure up to 5 points in the step.
【0012】図2は、提供された鉄筋コンクリート試験
体15(100cm×100cm×20cm)の表面に予め水
に浸けたマークシート1を水が垂れない状態まで絞り、
鉄筋コンクリート試験体15の測定面の所定位置に設置
した状態を示したものである。なお、図示例ではマーク
シート1を平面上面に設置するので、特に固定の必要は
ないが、図示していない他の実施例、例えばコンクリー
ト構造物の垂直面や水平裏面に対してはマークシート1
を絶縁性(プラスチック製)の鋲などで固定したり、特
に水平裏面には作業性を考慮して、厚さの薄い所定寸法
の木製やプラスチック製の枠にマークシート1の縁を鋲
などで取付けた様態に一体化したものを、コンクリート
面に絶縁性(プラスチック製)の鋲などで固定して測定
する。FIG. 2 shows that the mark sheet 1 previously dipped in water is squeezed on the surface of the provided reinforced concrete test body 15 (100 cm × 100 cm × 20 cm) until the water does not drip.
It shows a state of being installed at a predetermined position on the measurement surface of the reinforced concrete test body 15. In the illustrated example, since the mark sheet 1 is installed on the plane upper surface, it is not necessary to fix the mark sheet 1 in particular, but the mark sheet 1 can be applied to other embodiments not shown, for example, the vertical surface or the horizontal back surface of the concrete structure.
Is fixed with insulating (plastic) tacks, etc., and especially on the horizontal back surface, in consideration of workability, attach the edge of the mark sheet 1 to a thin wooden frame or plastic frame of a specified size with tacks. Measurement is performed by fixing the integrated structure to the concrete surface with insulating (plastic) tacks or the like on the concrete surface.
【0013】図3は、図2のY方向の側面図であり、実
際にマークシート1を用いた自然電位の計測中の一側面
を図示したものである。尚、この実施例で用いた電位差
計5にはコンピュータが内蔵されておりデータの取り込
み間隔を自在に設定でき、又データの記憶や保存及び転
送が可能であり、これに付属する回転式照合電極6(例
えば、特開平4−184249号公報)には照合電極と
回転距離を検知するためのセンサが内蔵されており、該
照合電極がマークシート1上を回転しながら連続して指
定の間隔で格子状に自然電位データの取り込みが行われ
る。FIG. 3 is a side view in the Y direction of FIG. 2, showing one side surface during actual measurement of the natural potential using the mark sheet 1. The potentiometer 5 used in this embodiment has a built-in computer so that the data acquisition interval can be freely set, and data can be stored, stored and transferred. 6 (for example, Japanese Unexamined Patent Publication No. 4-184249) has a built-in collation electrode and a sensor for detecting a rotation distance, and the collation electrode rotates on the mark sheet 1 and continuously forms a grid at designated intervals. The spontaneous potential data is captured in a similar manner.
【0014】図中7はクランプを、8はリード線を示
す。In the figure, 7 is a clamp and 8 is a lead wire.
【0015】[0015]
【発明の効果】本発明は、以上説明したように構成され
ているので、以下に記載されるような効果を奏する。マ
ークシートを用いるために、コンクリート表面に直接格
子状模様を書くことも、コンクリート表面を汚すことも
ないばかりでなく、計測時間が従来の約30分の1にな
り且つ安定した自然電位等のデータを得ることができ
る。Since the present invention is configured as described above, it has the following effects. Since the mark sheet is used, not only does the grid pattern be written directly on the concrete surface and the concrete surface is not polluted, but the measurement time is reduced to about one-third of the conventional one and stable data such as the self-potential is obtained. Obtainable.
【0016】また、一般に大気中にあるコンクリートで
は、その極く表面が鉄筋電位の計測に支障を来す程に乾
燥していることが多いので、コンクリート中の鉄筋電位
を照合電極をコンクリート表面に当てて計測する場合に
は、事前にコンクリート表面にできる限り均一に水道水
等を散布しなければならないが、本発明によるマークシ
ートを用いれば、マークシートの遮蔽効果により散布水
の蒸発を防止するという効果がある。[0016] In general, in the concrete in the atmosphere, the very surface is often so dry that it interferes with the measurement of the rebar potential. When applying and measuring, tap water or the like must be sprayed on the concrete surface as evenly as possible in advance, but if the mark sheet according to the present invention is used, the effect of preventing the evaporation of spray water by the shielding effect of the mark sheet There is.
【図1】本発明のマークシートの平面図である。FIG. 1 is a plan view of a mark sheet of the present invention.
【図2】コンクリート供試体表面に本発明のマークシー
トを設置した1例の立体図である。FIG. 2 is a three-dimensional view of an example in which the mark sheet of the present invention is installed on the surface of a concrete specimen.
【図3】本発明の鉄筋の電位計測方法を示す図2の側面
図である。FIG. 3 is a side view of FIG. 2 showing a method for measuring the electric potential of a reinforcing bar of the present invention.
【図4】従来の計測位置記入方法の1例を示す正面図で
ある。FIG. 4 is a front view showing an example of a conventional measurement position writing method.
【図5】従来の電位計測方法の説明図である。FIG. 5 is an explanatory diagram of a conventional potential measuring method.
1 マークシート 2 測定起点 3 コンクリート面 4 鉄筋 5 電位差計 6 回転式照合電極 7 クランプ 8 リード線 9 碁盤目 10 デジタル電位差計 11 筒状照合電極 12 コンクリート表面 13 スポンジ 15 鉄筋コンクリート試験体 1 Mark Sheet 2 Measurement Start Point 3 Concrete Surface 4 Reinforcing Bar 5 Potentiometer 6 Rotating Verification Electrode 7 Clamp 8 Lead Wire 9 Cross Grid 10 Digital Potentiometer 11 Cylindrical Verification Electrode 12 Concrete Surface 13 Sponge 15 Reinforced Concrete Specimen
Claims (3)
置を示す所定寸法の格子点あるいは格子模様等を水に不
溶なインク等で印刷又は書き込んだことを特徴とする電
位計測用マークシート。1. A mark sheet for potential measurement, which is characterized in that a grid point or a grid pattern having a predetermined size indicating a potential measurement position is printed or written in advance with a water-insoluble ink or the like on a sheet having water absorbability.
不織布であることを特徴とする請求項1記載の電位計測
用マークシート。2. The mark sheet for potential measurement according to claim 1, wherein the sheet is a woven or non-woven fabric of cotton or synthetic fiber.
積を有する請求項1又は2記載の電位計測用マークシー
トをコンクリート表面に接触させ、電圧計のマイナス端
子に照合電極、プラス端子に鉄筋を接続し、該照合電極
を該マークシート表面に接するように該マークシートの
格子座標の測定起点から順次個別移動又は連続移動させ
て格子状に鉄筋の電位を計測することを特徴とする鉄筋
の電位計測方法。3. The potential measuring mark sheet according to claim 1, which has a substantially uniform and appropriate amount of water and has a predetermined area, is brought into contact with the concrete surface, and a reference electrode is connected to the negative terminal of the voltmeter and a reinforcing bar is connected to the positive terminal. Then, the potential of the reinforcing bar is measured in a grid-like manner by individually or continuously moving the reference electrode from the measurement origin of the grid coordinates of the mark sheet so as to contact the surface of the mark sheet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15323695A JPH095286A (en) | 1995-06-20 | 1995-06-20 | Potential measuring mark sheet and method for measuring potential of reinforcing bar therewith |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15323695A JPH095286A (en) | 1995-06-20 | 1995-06-20 | Potential measuring mark sheet and method for measuring potential of reinforcing bar therewith |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH095286A true JPH095286A (en) | 1997-01-10 |
Family
ID=15558036
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15323695A Pending JPH095286A (en) | 1995-06-20 | 1995-06-20 | Potential measuring mark sheet and method for measuring potential of reinforcing bar therewith |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH095286A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014062782A (en) * | 2012-09-20 | 2014-04-10 | Sho-Bond Corp | Reference electrode and spontaneous potential measuring method |
| JP2016223917A (en) * | 2015-05-29 | 2016-12-28 | 株式会社マルイ | Rotational sensor and copper electrode |
| JP2017125822A (en) * | 2016-01-15 | 2017-07-20 | 株式会社コンステック | Method and device for steel material potential measurement |
-
1995
- 1995-06-20 JP JP15323695A patent/JPH095286A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014062782A (en) * | 2012-09-20 | 2014-04-10 | Sho-Bond Corp | Reference electrode and spontaneous potential measuring method |
| JP2016223917A (en) * | 2015-05-29 | 2016-12-28 | 株式会社マルイ | Rotational sensor and copper electrode |
| JP2017125822A (en) * | 2016-01-15 | 2017-07-20 | 株式会社コンステック | Method and device for steel material potential measurement |
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