JPS6287841A - Method for measuring water content of concrete, mortar, etc., electrode and electrode insert jig - Google Patents

Method for measuring water content of concrete, mortar, etc., electrode and electrode insert jig

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Publication number
JPS6287841A
JPS6287841A JP22828285A JP22828285A JPS6287841A JP S6287841 A JPS6287841 A JP S6287841A JP 22828285 A JP22828285 A JP 22828285A JP 22828285 A JP22828285 A JP 22828285A JP S6287841 A JPS6287841 A JP S6287841A
Authority
JP
Japan
Prior art keywords
electrode
concrete
holes
mortar
electrodes
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
JP22828285A
Other languages
Japanese (ja)
Other versions
JPH0448186B2 (en
Inventor
Yoshikazu Takei
武井 吉一
Futoshi Nakanishi
太 中西
Takashi Sasaki
隆志 佐々木
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.)
KETSUTO KAGAKU KENKYUSHO KK
Kajima Corp
Kett Electric Laboratory
Original Assignee
KETSUTO KAGAKU KENKYUSHO KK
Kajima Corp
Kett Electric Laboratory
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 KETSUTO KAGAKU KENKYUSHO KK, Kajima Corp, Kett Electric Laboratory filed Critical KETSUTO KAGAKU KENKYUSHO KK
Priority to JP22828285A priority Critical patent/JPS6287841A/en
Publication of JPS6287841A publication Critical patent/JPS6287841A/en
Publication of JPH0448186B2 publication Critical patent/JPH0448186B2/ja
Granted legal-status Critical Current

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  • Investigating Or Analyzing Materials By The Use Of Electric Means (AREA)

Abstract

PURPOSE:To accurately measure internal water content, by forming two holes to the surface of a molded body composed of concrete or mortar and inserting electrodes in respective holes up to a desired depth. CONSTITUTION:At first, holes 4, 4' each having a relatively small diameter are respectively formed at two proper areas at a predetermined interval (d) so as to be inwardly extend in almost parallel to each other. Next, electrodes 5 are respectively arranged in said holes 4, 4'. One end of a lead wire 6 is fixed to one flat surface of each electrode 5 and the other end thereof is inserted in each of the holes 4, 4' from one end of a tubular electrode insert jig 7 to be protruded to the outside from the other end of said jig 7 and the upper surface of the electrode 5 is contacted with one end 8 of the jig 7. Thus contacted electrode 5 is applied to the inlet of the hole 4 or 3' and the other end 10 of the jig 7 is struck by a tool 12 to drive the electrode 5 into a desired depth. When the electrode 5 has been driven into the desired depth, the jig 7 is pulled off from the hole to arrange the electrode 5 at a desired position. By this method, the electrodes 5 are respectively arranged in the holes 4, 4' and connected to an electric resistance type moisture meter to measure the water content in concrete 1.

Description

【発明の詳細な説明】 産業上の利用分野 本発明は、コンクリート、モルタル等の水分測定方法及
びこの方法で用いる電極及び電極打込治具に関する。
DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to a method for measuring moisture in concrete, mortar, etc., and an electrode and an electrode driving jig used in this method.

従来の技術 ]ンクリートやモルタル等の打設後、それに含まれてい
る水分の量の変動を測定することは次の工程、例えば内
外壁の塗装;塗床工事、防水工事、シーリング工事、内
装工事等を行う場合に重要なことである。又、コンクリ
ートやモルタルで蒸発する水分は完成后の建物内の湿度
条件に与える影響が大であり、これらを予測するために
内部の水分量を測定することは重要なことである。
[Conventional technology] After pouring concrete or mortar, measuring changes in the amount of moisture contained in it is carried out in the next step, such as painting interior and exterior walls; floor coating work, waterproofing work, sealing work, and interior work. This is important when carrying out such operations. Furthermore, the moisture that evaporates from concrete or mortar has a great effect on the humidity conditions inside the building after completion, and it is important to measure the amount of moisture inside to predict this.

又、経年後の建物において屋根又は外壁等から漏水があ
った場合に、その漏水経路を探索するために水分の吊の
変動を測定することは重要である。
Furthermore, when water leaks from the roof or outer wall of a building after many years have passed, it is important to measure changes in water levels in order to search for the leakage route.

従来のコンクリート、モルタル等の水分測定方法は高周
波電界を発する電極面をコンクリートやモルタルの表面
に当て、その時測定される電気容最の変化に基いてコン
クリートやモルタル内の水分の吊を測定するようになっ
ている。しかしながらこの方式は極く表面に近い所しか
測定出来ず内部の水分は測定出来ない。
The conventional method for measuring moisture in concrete, mortar, etc. is to apply an electrode surface that emits a high-frequency electric field to the surface of the concrete or mortar, and measure the moisture content in the concrete or mortar based on the change in electric capacity measured at that time. It has become. However, this method can only measure areas very close to the surface and cannot measure internal moisture.

発明が解決しようとする問題点 そこで、本発明は上記したような従来のコンクリート、
モルタル等の水分測定方法の問題点を解決すると共に簡
単で便利なコンクリート、モルタル等の水分測定方法を
提供することを目的とし、あわせてこの方法の実施に直
接使用する電極及び電極打込冶具を提供することを目的
とする。
Problems to be Solved by the Invention Therefore, the present invention solves the problem of conventional concrete as described above.
The purpose is to solve the problems of the method of measuring moisture in mortar, etc., and to provide a simple and convenient method for measuring moisture in concrete, mortar, etc. In addition, we have developed an electrode and an electrode driving jig that can be used directly to carry out this method. The purpose is to provide.

問題点を解決するための手段 上記問題点を解決するため、本発明は、コンクリート、
モルタル等の形成体面に所定間隔dをおいて2つの孔を
形成し、前記孔のそれぞれに電極を所望の深さまで打込
み、前記電極を電気式水分計に電気的に連結して前記コ
ンクリート、モルタル等の形成体内の水分の量を測定す
ることを特徴とする。
Means for Solving the Problems In order to solve the above problems, the present invention provides concrete,
Two holes are formed at a predetermined interval d in the surface of a formed body such as mortar, electrodes are driven into each of the holes to a desired depth, and the electrodes are electrically connected to an electric moisture meter to measure the concrete, mortar, etc. It is characterized by measuring the amount of water inside the formed body.

尚、この測定方法に用いる電極は、コンクリート又はモ
ルタル等打設前に所定間隔dをおいてそれぞれに電極を
所望の深さとなる位置に配設しておく方法にも用いられ
る。
The electrodes used in this measurement method can also be used in a method in which electrodes are placed at predetermined intervals d at desired depths before pouring concrete or mortar.

また、本発明で使用する上記電極は、前記孔の内径より
やや大きい外径を有する導電性材料で作られており、か
つ前記水分計に連結されるリード線の一端を一表面に固
定して構成されている。
Further, the electrode used in the present invention is made of a conductive material having an outer diameter slightly larger than the inner diameter of the hole, and has one end of a lead wire connected to the moisture meter fixed to one surface. It is configured.

更に、電極を孔に打込むために使用される電極打込冶具
は両端が開いておりかつ前記孔の内径より小さい外径を
有する管状体で作られており、リード線を固定した電極
の表面を管状体の一端に当接させてリード線を管状体内
部を通して管状体の他端から突出させ、管状体の前記他
端にリード線を通す切欠を形成し、かつ管状体の外周面
に管状体の前記一端からの長手方向距離を示す目盛線を
符して構成されている。
Furthermore, the electrode driving jig used to drive the electrode into the hole is made of a tubular body that is open at both ends and has an outer diameter smaller than the inner diameter of the hole, and the surface of the electrode to which the lead wire is fixed is is brought into contact with one end of the tubular body so that the lead wire passes through the inside of the tubular body and protrudes from the other end of the tubular body, a notch for passing the lead wire is formed at the other end of the tubular body, and a tubular It is constructed with scale lines indicating the longitudinal distance from the one end of the body.

作用 上記した構成によって、電極がコンクリートやモルタル
等の壁の内部に配置されているので、電極が取上げる電
気的信号はコンクリートやモルタル等の水分そのものの
情報を正確に示しており、壁表面に施されている仕上げ
や処理による影響を受けない。
Operation With the above configuration, the electrode is placed inside the wall of concrete, mortar, etc., so the electrical signal picked up by the electrode accurately indicates information on the moisture itself in the concrete, mortar, etc. unaffected by any finishes or treatments used.

また、電極はセット後において孔の内径よりやや大きい
外径を有して構成されているので、電極を孔に打込んだ
時に電極がコンクリートやモルタルにくい込んでそれら
の間の接触抵抗を最小限にする。
In addition, since the electrode is configured to have an outer diameter slightly larger than the inner diameter of the hole after being set, when the electrode is driven into the hole, it will sink into the concrete or mortar, minimizing the contact resistance between them. Make it.

更に、電極を孔に打込む時にリード線を切欠内に延ばし
て電極打込治具の他端をハンマ等の工具でたたいて電極
を孔内に打込み、この時リード線を工具で傷つけること
がなく、また電極の打込深さは冶具の外側に符した目盛
線で読取り、打込が終った時、治具だけを孔から抜取る
ことができる。
Furthermore, when driving the electrode into the hole, extend the lead wire into the notch and hit the other end of the electrode driving jig with a tool such as a hammer to drive the electrode into the hole, and at this time, do not damage the lead wire with the tool. Moreover, the implantation depth of the electrode can be read from the scale line marked on the outside of the jig, and when implantation is completed, only the jig can be removed from the hole.

実施例 第2図(A)及び(B)に、本発明の方法により水分が
測定される1つの例のコンクリート壁1が示されている
。
EXAMPLE FIGS. 2A and 2B show an example of a concrete wall 1 whose moisture content is measured by the method of the invention.

このように構成されたコンクリート壁1に本発明方法を
実施するにあたり、まず、適当な2箇所に所定の間隔d
をもって比較的小さい直径の孔4及び4′を互いにほぼ
平行に内方へ延びるようにそれぞれ形成する。次に、こ
れら孔4,4′内に電極5が以下で説明するようにして
それぞれ配置される。
In carrying out the method of the present invention on the concrete wall 1 constructed in this way, first, the concrete wall 1 is placed at two suitable locations at a predetermined distance d.
With these holes 4 and 4' of relatively small diameter are formed, respectively, extending inwardly substantially parallel to each other. Electrodes 5 are then placed within these holes 4, 4', respectively, as will be explained below.

電ff15は、第1図(A)に図示したものは、円板状
の形状であり、その直径は、孔4.4′の内径よりやや
大きくされ、かつその材質は、多少弾性を有する金属や
、導電性ゴムなどの、導電性材料で形成される。
The electric ff15 shown in FIG. 1(A) has a disk-like shape, its diameter is slightly larger than the inner diameter of the hole 4.4', and its material is a metal with some elasticity. It is made of conductive material, such as conductive rubber or conductive rubber.

しかしながら電極5は、上記の形状ならびに性状のもの
のみに限定されず、各種の形状ならびに性状のものが使
用できる。
However, the electrode 5 is not limited to only those having the above-mentioned shape and properties, and various shapes and properties can be used.

第3図に各種の電極形態を示す。すなわち周囲に突起を
形成した鬼目ナツト(第3図(A))、導電性ゴム円板
体(第3図(B))あるいは、薄厚の導電性ゴム円板体
を積層した積層円板体(第3図(B’))鉛円板体く第
3図(C))、金属針金をブラシ状に束ねた円板体構造
(第3図(D))および薄板帯状金属を螺線状に巻かれ
た構造のものく第3図(D’))他に第5図、第6図、
第7図に示す構造のものなどが電極5として使用しつる
。
FIG. 3 shows various electrode configurations. In other words, an onime nut with protrusions formed on the periphery (Fig. 3 (A)), a conductive rubber disc body (Fig. 3 (B)), or a laminated disc body in which thin conductive rubber disc bodies are laminated. (Fig. 3 (B')) A lead disc structure (Fig. 3 (C)), a disc structure in which metal wires are bundled in a brush shape (Fig. 3 (D)), and a thin metal strip in a spiral shape. Figure 3 (D')), as well as Figures 5 and 6,
A structure such as that shown in FIG. 7 can be used as the electrode 5.

いずれにしても電極を孔4,4′内に配置した時に電極
がコンクリートの孔壁面内にくい込んでそれらの間に良
好な電気的接触が得られるようにする。また、電極の厚
さをできるだけ小さくして(好ましくは5〜10順)、
孔内での長手方向の接触範囲を最小にし、孔内の所望の
深さに測定点を正確に設定し得るようにする。更に、孔
4゜4′の断面形状は円形以外に適当な形状にすること
ができ、その場合には電極の形状をその孔の形状に合わ
せることが望ましい。
In any case, when the electrodes are placed in the holes 4, 4', they are embedded in the concrete hole walls so that a good electrical contact is obtained between them. In addition, the thickness of the electrode is made as small as possible (preferably in the order of 5 to 10),
The longitudinal contact area within the hole is minimized so that the measurement point can be accurately set at the desired depth within the hole. Furthermore, the cross-sectional shape of the hole 4.degree. 4' can be any other shape than circular, and in that case it is desirable to match the shape of the electrode to the shape of the hole.

上記したように構成された電極5の一平面にリード線6
の一端をカシメ又はねじ止めなど適当な方向で固定する
。次に、リード線6の他端を第1図(A)に示すように
管状の電極打込冶具7の一端から挿入し、かつ治具7の
他端から外部へ突出させると共に電極5の上面を治具7
の上記一端へ当接させる(第1図(B)を参照)。
A lead wire 6 is provided on one plane of the electrode 5 configured as described above.
Secure one end in an appropriate direction, such as by caulking or screwing. Next, the other end of the lead wire 6 is inserted from one end of the tubular electrode driving jig 7 as shown in FIG. jig 7
(See FIG. 1(B)).

治具7は両端が開いた金属管のような強固な材料で作ら
れており、かつその外径は孔4,4′の内径より小さく
かつその内径はリード線6を治具の内部空間内へ容易に
挿通し得るような寸法を有する。更に、治具7は、第4
図に示すように、一端8即ち電極5が当接する端部から
長手方向に測った距離を示す目盛線9を外周面に印文字
又は刻印して有する。更に、冶具7は他端1oに切欠1
1を形成しており、冶具7内を延びてきたリード線6が
この切欠11を通って横方向外方へ突出し、リード線6
が冶具7の端10から長手方向外方へ突出しないように
なっている。
The jig 7 is made of a strong material such as a metal tube with both ends open, and its outer diameter is smaller than the inner diameter of the holes 4 and 4', and its inner diameter allows the lead wire 6 to be placed within the inner space of the jig. The dimensions are such that it can be easily inserted into the Furthermore, the jig 7
As shown in the figure, a scale line 9 indicating a distance measured in the longitudinal direction from one end 8, that is, the end with which the electrode 5 comes into contact, is printed or engraved on the outer peripheral surface. Furthermore, the jig 7 has a notch 1 at the other end 1o.
1, and the lead wire 6 extending inside the jig 7 passes through this notch 11 and protrudes laterally outward, and the lead wire 6
does not protrude outward from the end 10 of the jig 7 in the longitudinal direction.

このようにして冶具7の−@8に当接した電極5を孔4
又は4′の入口に押し当て、第1図(C)に示すように
冶具7の他端10をハンマのような工具12でたたいて
電極5を孔内の所望の深さまで打込む。この時リード線
は切欠11内にあるのでハンマ12により殴打されるこ
とはなく、なんら損傷されない。この打込深さは冶具7
の外周面の目盛線9を監視しながら容易に読取ることが
できる。切欠11を設ける代りに冶具7の上端部を斜め
に切仕上げしておいても同様効果を得る。
In this way, the electrode 5 in contact with -@8 of the jig 7 is inserted into the hole 4.
Alternatively, the other end 10 of the jig 7 is struck with a tool 12 such as a hammer to drive the electrode 5 into the hole to a desired depth, as shown in FIG. 1(C). At this time, since the lead wire is inside the notch 11, it will not be hit by the hammer 12 and will not be damaged in any way. This driving depth is determined by jig 7.
can be easily read while monitoring the scale lines 9 on the outer circumferential surface. The same effect can be obtained by cutting the upper end of the jig 7 obliquely instead of providing the notch 11.

電極5が孔4又は4′内の所望の深さまで打込まれた時
、治具を孔から引抜いて電極5を孔内の所望位置に配置
することができる(第1図(D>を参照)。この時、リ
ード線6が裸線である場合には絶縁チューブ13で被覆
される。
When the electrode 5 has been driven into the hole 4 or 4' to the desired depth, the jig can be withdrawn from the hole to place the electrode 5 at the desired position in the hole (see Figure 1 (D)). ).At this time, if the lead wire 6 is a bare wire, it is covered with an insulating tube 13.

このようにして、孔4及び4′のそれぞれに電極5が配
置され、それぞれの電極5をリード線6を介して適当な
電気抵抗式水分計(図示せず)の端子に連結し、コンク
リート1内の水分の測定を行なうことができる。
In this way, an electrode 5 is placed in each of the holes 4 and 4', and each electrode 5 is connected via a lead wire 6 to a terminal of a suitable electrical resistance moisture meter (not shown). It is possible to measure the moisture content inside.

第5図を参照して、本発明の別の実施例を説明する。本
実施例においては、電極5は、ナツト51の下面周縁に
沿って、金属弾性薄片52を垂下させた構成とし、この
ナツト51はねじ棒52の下端にねじ込まれている。こ
の状態で、電極5を孔4.4′にそれぞれ深く挿入し、
ねじ棒52をねじればねじ棒52の先端は、薄片52の
内方屈曲部にあたり、薄片52を広げ、孔4.4′内壁
面に薄片52の先端を押しつけ、接触性を良好とする。
Another embodiment of the present invention will be described with reference to FIG. In this embodiment, the electrode 5 has a structure in which a metal elastic thin piece 52 is suspended along the periphery of the lower surface of a nut 51, and this nut 51 is screwed into the lower end of a threaded rod 52. In this state, deeply insert the electrodes 5 into the holes 4 and 4',
When the threaded rod 52 is twisted, the tip of the threaded rod 52 comes into contact with the inwardly bent portion of the thin piece 52, spreading the thin piece 52 and pressing the tip of the thin piece 52 against the inner wall surface of the hole 4.4' to improve contact.

第6図を参照してさらに本発明の別の実施例を説明する
。
Another embodiment of the present invention will be further described with reference to FIG.

本実施例においては、電極5は形状記憶合金製薄板54
をコイル°状に巻いた構成となっている。
In this embodiment, the electrode 5 is a shape memory alloy thin plate 54.
It has a structure in which it is wound into a coil shape.

使用前加熱あるいは、冷却して、コイル径を小径とし孔
4.4′に挿入すれば、常温状態に復帰するに際しコイ
ル径が拡大されるので、孔4,4′の内壁との良好な接
触状態が得られる。なお本実施例での形状記憶合金製薄
板54は、コイル状以外の形状をとりうることもできる
。例えば、第7図のごとくフレア状の形状とすることも
できる。
If the coil is heated or cooled before use, the diameter of the coil is reduced, and the coil is inserted into the hole 4.4', the diameter of the coil will be expanded when the temperature returns to room temperature, allowing good contact with the inner wall of the hole 4.4'. The state is obtained. Note that the shape memory alloy thin plate 54 in this embodiment may have a shape other than a coil shape. For example, it may have a flared shape as shown in FIG.

発明の詳細 な説明した構成により、本発明はコンクリートやモルタ
ルの表面がタイル貼りゃ防水処理などの工事を施されて
いても、それに影響されずにコンクリートやモルタル等
の内部の水分を正確に測定することができ、電極とコン
クリートやモルタルとの間の接触抵抗を最小限にして測
定精度を向上することができ、かつリード線を傷付けず
に電極を孔内の所望の深さの位置に配置することができ
るなどの優れた効果を奏する。
The detailed structure of the invention allows the present invention to accurately measure the moisture content inside concrete, mortar, etc. even if the surface of the concrete or mortar is tiled or has undergone waterproofing treatment. The contact resistance between the electrode and concrete or mortar can be minimized to improve measurement accuracy, and the electrode can be placed at the desired depth within the hole without damaging the lead wire. It has excellent effects such as:

【図面の簡単な説明】[Brief explanation of drawings]

第1図は本発明によるコンクリート、モルタル等の水分
測定方法の一例の工程説明図であり、第2図は本発明、
方法を適用し得るコンクリート構造物の一例を示す図で
あって、第2図(A)はその破断平面図及び第2図(B
)はその破断断面であり、第3図は本発明方法で使用し
得る電極の好適な例を示す図であり、第4図は本発明方
法で使用し得る電極打込治具の好適な例の破断斜視図で
あり、第5図は本発明の他の実施例を示す斜視図であり
、第6図はさらに別の実施例を示す斜視図であり、第7
図は、第6図の電極の変形例を斜視図で示す図である。 1・・・・・・コンクリート壁、4.41・・・・・・
孔、5・・・・・・電極、6・・・・・・リード線、7
・・・・・・電極打込冶具9・・・・・・目盛線、11
・・・・・・切欠、12・・・・・・工具、13・・・
・・・絶縁チューブ。
FIG. 1 is a process explanatory diagram of an example of the method for measuring moisture in concrete, mortar, etc. according to the present invention, and FIG.
FIG. 2(A) is a diagram showing an example of a concrete structure to which the method can be applied, and FIG. 2(A) is a broken plan view thereof, and FIG.
) is its fracture cross section, FIG. 3 is a diagram showing a preferred example of an electrode that can be used in the method of the present invention, and FIG. 4 is a diagram showing a preferred example of an electrode driving jig that can be used in the method of the present invention. FIG. 5 is a perspective view showing another embodiment of the present invention, FIG. 6 is a perspective view showing still another embodiment, and FIG.
The figure is a perspective view showing a modification of the electrode of FIG. 6. 1... Concrete wall, 4.41...
Hole, 5... Electrode, 6... Lead wire, 7
... Electrode driving jig 9 ... Scale line, 11
...notch, 12...tool, 13...
...Insulating tube.

Claims (9)

【特許請求の範囲】[Claims] (1)コンクリート、モルタル等の形成体面に所定間隔
をおいて2つの孔を形成し、前記孔のそれぞれに電極を
所望の深さまで打込み、前記電極を電気式水分計に電気
的に連結して前記コンクリート、モルタル等の壁内の水
分の量を測定する方法。
(1) Two holes are formed at a predetermined interval on the surface of a formed body such as concrete or mortar, an electrode is implanted into each of the holes to a desired depth, and the electrode is electrically connected to an electric moisture meter. A method for measuring the amount of moisture in the walls of concrete, mortar, etc.
(2)コンクリート、モルタル等の壁面に所定間隔をお
いて2つの孔を形成し、前記孔のそれぞれに電極を所望
の深さまで打込み、前記電極を電気式水分計に電気的に
連結して前記コンクリート、モルタル等の壁内の水分の
量を測定する方法に使用する電極において、前記孔の内
径よりやや大きい外径を有する導電性材料で作られてお
り、かつ前記水分計に連結されるリード線の一端を一表
面に固定して成ることを特徴とする電極。
(2) Two holes are formed at a predetermined interval in a wall surface of concrete, mortar, etc., electrodes are implanted into each of the holes to a desired depth, and the electrodes are electrically connected to an electric moisture meter. In an electrode used in a method for measuring the amount of moisture in walls of concrete, mortar, etc., the lead is made of a conductive material having an outer diameter slightly larger than the inner diameter of the hole, and is connected to the moisture meter. An electrode characterized by having one end of a wire fixed to one surface.
(3)コンクリート、モルタル等の壁面に所定間隔をお
いて2つの孔を形成し、前記孔のそれぞれに電極を所望
の深さまで打込み、前記電極を電気式水分計に電気的に
連結して前記コンクリート、モルタル等の壁内の水分の
量を測定する方法に使用する電極打込治具において、両
端が開いておりかつ前記孔の内径より小さい外径を有す
る管状体で作られており、リード線を固定した前記電極
の表面を前記管状体の一端に当接させてリード線を管状
体内部を通して管状体の他端から突出させ、管状体の前
記他端にリード線を通す切欠を形成し、かつ管状体の外
周面に管状体の前記一端からの長手方向距離を示す目盛
線を符してあることを特徴とする電極打込治具。
(3) Two holes are formed at a predetermined interval in a wall surface of concrete, mortar, etc., electrodes are implanted into each of the holes to a desired depth, and the electrodes are electrically connected to an electric moisture meter. An electrode driving jig used for measuring the amount of moisture in walls of concrete, mortar, etc. is made of a tubular body that is open at both ends and has an outer diameter smaller than the inner diameter of the hole. The surface of the electrode to which the wire is fixed is brought into contact with one end of the tubular body, the lead wire passes through the inside of the tubular body and protrudes from the other end of the tubular body, and a notch is formed in the other end of the tubular body through which the lead wire is passed. An electrode driving jig characterized in that the outer peripheral surface of the tubular body is marked with a scale line indicating a longitudinal distance from the one end of the tubular body.
(4)特許請求範囲第(1)項及び第(2)項に用いる
電極は、周囲に突起を形成した鬼目ナットであることを
特徴とする電極。
(4) The electrode used in claims (1) and (2) is an electrode characterized in that it is a blind nut with protrusions formed around the periphery.
(5)特許請求範囲第(1)項及び第(2)項に用いる
電極は導電性ゴム板であることを特徴とする電極。
(5) An electrode characterized in that the electrode used in claims (1) and (2) is a conductive rubber plate.
(6)特許請求範囲第(1)項及び第(2)項に用いる
電極は鉛円板体であることを特徴とする電極。
(6) An electrode characterized in that the electrode used in claims (1) and (2) is a lead disk.
(7)特許請求範囲第(1)項及び第(2)項に用いる
電極は金属針金をブラシ状に束ねた円板体構造であるこ
とを特徴とする電極。
(7) The electrode used in claims (1) and (2) is characterized in that it has a disc structure in which metal wires are bundled into a brush shape.
(8)特許請求範囲第(1)項及び第(2)項に用いる
電極は金属製であり、金属ネジをねじ込むことにより外
径が拡がり前記孔の内径に更に密着するように構成した
ことを特徴とする電極。
(8) The electrodes used in claims (1) and (2) are made of metal, and the outer diameter expands by screwing in a metal screw so that the electrodes come into closer contact with the inner diameter of the hole. Characteristic electrodes.
(9)特許請求の範囲第(1)項及び第(2)項に用い
る電極は形状記憶合金製であり、原形に復した段階にお
いて、前記孔の内径に強固に密着するような機能を有す
ることを特徴とする電極。
(9) The electrodes used in claims (1) and (2) are made of a shape memory alloy, and have a function of firmly adhering to the inner diameter of the hole when restored to its original shape. An electrode characterized by:
JP22828285A 1985-10-14 1985-10-14 Method for measuring water content of concrete, mortar, etc., electrode and electrode insert jig Granted JPS6287841A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22828285A JPS6287841A (en) 1985-10-14 1985-10-14 Method for measuring water content of concrete, mortar, etc., electrode and electrode insert jig

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22828285A JPS6287841A (en) 1985-10-14 1985-10-14 Method for measuring water content of concrete, mortar, etc., electrode and electrode insert jig

Publications (2)

Publication Number Publication Date
JPS6287841A true JPS6287841A (en) 1987-04-22
JPH0448186B2 JPH0448186B2 (en) 1992-08-06

Family

ID=16874031

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22828285A Granted JPS6287841A (en) 1985-10-14 1985-10-14 Method for measuring water content of concrete, mortar, etc., electrode and electrode insert jig

Country Status (1)

Country Link
JP (1) JPS6287841A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0361845A (en) * 1989-07-31 1991-03-18 Seibu Gas Kk Measuring method for water content of soil
EP0924511A3 (en) * 1997-12-19 2003-07-16 Steffen Kulp Apparatus for controlling respectively measuring the humidity content
JP2015194449A (en) * 2014-03-31 2015-11-05 住友大阪セメント株式会社 Preparation method of test piece and measuring method of test piece
JP2020148596A (en) * 2019-03-13 2020-09-17 Jfeスチール株式会社 Void inspection device and void inspection method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0361845A (en) * 1989-07-31 1991-03-18 Seibu Gas Kk Measuring method for water content of soil
EP0924511A3 (en) * 1997-12-19 2003-07-16 Steffen Kulp Apparatus for controlling respectively measuring the humidity content
JP2015194449A (en) * 2014-03-31 2015-11-05 住友大阪セメント株式会社 Preparation method of test piece and measuring method of test piece
JP2020148596A (en) * 2019-03-13 2020-09-17 Jfeスチール株式会社 Void inspection device and void inspection method

Also Published As

Publication number Publication date
JPH0448186B2 (en) 1992-08-06

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