JPH0726710A - Form board with concrete filling condition indicator - Google Patents

Form board with concrete filling condition indicator

Info

Publication number
JPH0726710A
JPH0726710A JP17568393A JP17568393A JPH0726710A JP H0726710 A JPH0726710 A JP H0726710A JP 17568393 A JP17568393 A JP 17568393A JP 17568393 A JP17568393 A JP 17568393A JP H0726710 A JPH0726710 A JP H0726710A
Authority
JP
Japan
Prior art keywords
concrete
continuity detecting
mold
detecting element
detection
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
JP17568393A
Other languages
Japanese (ja)
Other versions
JP2685402B2 (en
Inventor
Junichi Hirai
淳一 平井
Toshikazu Miyajima
俊和 宮嶋
Masayoshi Kakizaki
正義 柿崎
Yasuhiko Abe
保彦 阿部
Takeshi Saito
健 斉藤
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP5175683A priority Critical patent/JP2685402B2/en
Publication of JPH0726710A publication Critical patent/JPH0726710A/en
Application granted granted Critical
Publication of JP2685402B2 publication Critical patent/JP2685402B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Investigating Or Analyzing Materials By The Use Of Electric Means (AREA)

Abstract

PURPOSE:To monitor the concrete filling condition from the outside. CONSTITUTION:Detection electrodes 3 are fitted to the inside surface 91 of a board member 2 having an outside surface 92 and an inside surface 91 that is in contact with placed concrete so as to be insulated from the board member 2. The insulated conductors 5 connected to the respective detection electrodes 3 are penetrated through the board member 2 and extended up to the positions on the outside surface 92 being opposite to the detection electrodes 3, and each of the conductors 5 is connected to the one end of a continuity detecting element 6 that has been fitted to the position on the outside surface 92 being opposite to the corresponding detection electrode 3. A power supply 22 is connected between the other ends of the respective continuity detecting elements 6 and a reference electrode 7 being in contact with the placed concrete. The filling of concrete between the reference electrode 7 and an arbitrary detection electrode 3 is indicated by the action of the continuity detecting element 6 that has been connected to the arbitrary detection electrode 3. When the continuity detecting element 6 is made of a light emitting diod(LED), the fitting of concrete can be indicated by the light emission of the LED.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、コンクリート充填表示
付き型枠板に関し、とくにいわゆる超流動コンクリート
の天端表示に適するコンクリート充填表示付き型枠板に
関する。いわゆる超流動コンクリートとは強度・耐久性
が通常コンクリート以上でありしかも優れた流動性(ス
ランプフロー55〜70cm、スランプ24〜28cm程度)及び高
い分離抵抗性を有するコンクリートをいう。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a formwork plate with a concrete filling display, and more particularly to a formwork plate with a concrete filling display suitable for so-called top end display of superfluid concrete. So-called super-fluid concrete is concrete having strength and durability that is higher than that of ordinary concrete, and having excellent fluidity (slump flow 55 to 70 cm, slump 24 to 28 cm) and high separation resistance.

【0002】[0002]

【従来の技術】いわゆる超流動コンクリートは流動性が
高いので、作業員の操作による締固めが不要であり、作
業の合理化及び省力化の観点から注目されている。他
方、いわゆる超流動コンクリートを型枠に打込む場合に
は、型枠内におけるコンクリート充填を確保するため、
作業員が型枠内の各部におけるコンクリートの流動状況
及び充填状況を監視する必要があった。従来、この監視
は、型枠をたたいて応答音によりコンクリート充填の有
無を判断するか、型枠外からの目視によるか、又は透明
型枠の使用によって行われている。
2. Description of the Related Art Since so-called superfluid concrete has high fluidity, it does not require compaction by an operator's operation, and has been attracting attention from the viewpoint of streamlining work and labor saving. On the other hand, when driving so-called superfluid concrete into the formwork, in order to ensure concrete filling in the formwork,
It was necessary for workers to monitor the flow condition and filling condition of concrete in each part of the formwork. Conventionally, this monitoring is performed by hitting the mold to determine the presence or absence of concrete filling by a response sound, visually observing from outside the mold, or using a transparent mold.

【0003】[0003]

【発明が解決しようとする課題】しかし、コンクリート
充填状況を、型枠をたたく方式によって行うには特殊な
経験と音感技能を要する欠点がある。型枠外からの目視
による監視には、型枠のオーバハング部・コーナ部・エ
ッジ部等の部分において型枠板部材の内側を直視できな
いため観察が困難である欠点がある。透明型枠の使用に
は、型枠自体のコスト増だけでなく型枠の反復使用が困
難である欠点がある。
However, there is a drawback that special experience and pitching skill are required to carry out the concrete filling condition by the method of hitting the form. The visual monitoring from the outside of the mold has a drawback that it is difficult to observe the inside of the mold plate member directly at the overhang portion, corner portion, edge portion, etc. of the mold. The use of the transparent formwork has the drawback that not only the cost of the formwork itself is increased, but also the use of the formwork is difficult.

【0004】また、図2の柱用鉄筋10などの複雑な構造
の鉄筋がコンクリート型枠1の内部にあると、型枠1内
の超流動コンクリートの流れが乱れ、著しい場合には未
充填部分の残るおそれも生じる。この場合には、応急の
突き固め、又は超流動コンクリート・ディスティリビュ
ータ位置の変更等の対策が必要である。しかし、従来の
型枠ではこの様な超流動コンクリートの流れの乱れの検
出は困難であった。
Further, when a reinforcing bar having a complicated structure such as the column reinforcing bar 10 shown in FIG. 2 is inside the concrete formwork 1, the flow of the superfluid concrete in the formwork 1 is disturbed, and in a remarkable case, the unfilled part There is also a risk of remaining. In this case, it is necessary to take measures such as emergency tamping or changing the position of the superfluid concrete distibutor. However, it was difficult to detect such a flow disturbance of superfluid concrete with the conventional formwork.

【0005】従って、本発明の目的はコンクリート充填
状況を外側で監視できるコンクリート充填表示付き型枠
板を提供するにある。
Accordingly, it is an object of the present invention to provide a formwork with a concrete filling indicator that allows the concrete filling condition to be monitored on the outside.

【0006】[0006]

【課題を解決するための手段】一実施例の外側面・内側
面・断面を示す図1(A)、図1(B)及び図1(C)を参照す
るに、本発明によるコンクリート充填表示付き型枠板9
は、外側面92と被打設コンクリート20に接する内側面91
とを有する板部材2、内側面91に板部材2から絶縁して
取付けた1以上の検出電極3、各検出電極3に接続され
外側面92の当該検出電極3の対向位置まで板部材2を貫
通して延びる絶縁導体5、外側面92上の各検出電極3対
向位置に取付けられ且つ一端において当該対向位置で前
記絶縁導体5に接続された1以上の導通検出素子6、及
び各導通検出素子6の他端と被打設コンクリートに接す
る基準電極7との間に接続された電源22を備えてなるも
のである。
[Means for Solving the Problems] Referring to FIG. 1 (A), FIG. 1 (B) and FIG. 1 (C) showing an outer side surface, an inner side surface and a cross section of an embodiment, concrete filling indication according to the present invention Formboard with 9
Is an inner surface 91 that contacts the outer surface 92 and the concrete 20 to be cast.
A plate member 2 having an inner side surface 91, one or more detection electrodes 3 attached to the inner side surface 91 so as to be insulated from the plate member 2, and the plate member 2 connected to each detection electrode 3 to a position facing the detection electrode 3 on the outer side surface 92. An insulated conductor 5 extending through the outer conductor 92, one or more conduction detection elements 6 attached to the detection electrodes 3 on the outer side surface 92 and connected to the insulated conductor 5 at one of the opposite ends at one end, and each conduction detection element. It comprises a power source 22 connected between the other end of 6 and the reference electrode 7 in contact with the concrete to be cast.

【0007】基準電極7は、大地電位の物体又は金属製
板部材2を使う場合の金属製板部材2自体とすることが
できる。好ましくは、導通検出素子6を発光ダイオード
とする。超流動コンクリートの流れを検出する場合に
は、各コンクリート充填表示付き型枠板9に複数の検出
電極3と複数の導通検出素子6とを設ける必要がある。
The reference electrode 7 can be an object having a ground potential or the metal plate member 2 itself when the metal plate member 2 is used. Preferably, the conduction detecting element 6 is a light emitting diode. When detecting the flow of superfluid concrete, it is necessary to provide a plurality of detection electrodes 3 and a plurality of continuity detection elements 6 on each mold plate 9 with a concrete filling display.

【0008】[0008]

【作用】図3により本発明の原理を説明する。コンクリ
ート型枠1の中に配置した2本の試験電極17、18に間に
抵抗計16と電源22とからなる回路を接続する。図3(A)
は型枠1内が空気である場合であり、この時抵抗計16は
実質上無限大の抵抗値を示す。図3(B)は型枠1内にコ
ンクリート20が充填され両試験電極17、18の間にコンク
リート20が連続的に存在する場合であり、この時抵抗計
16は低い抵抗値を示す。本発明者は、コンクリート20が
いわゆる超流動コンクリートである場合、図3(B)のコ
ンクリート充填時に抵抗計16が示す抵抗値は図3(A)の
未充填時の値に比して無視できる程小さいので、コンク
リート20の充填の有無は導通の有無によって判断できる
ことを実験的に確認した。
The principle of the present invention will be described with reference to FIG. A circuit consisting of a resistance meter 16 and a power source 22 is connected between the two test electrodes 17, 18 arranged in the concrete form 1. Figure 3 (A)
Is the case where the inside of the mold 1 is air, at which time the resistance meter 16 shows a substantially infinite resistance value. FIG. 3 (B) shows a case where the concrete 20 is filled in the mold 1 and the concrete 20 is continuously present between the test electrodes 17 and 18, and at this time, the resistance meter is used.
16 shows a low resistance value. When the concrete 20 is so-called superfluid concrete, the present inventor can ignore the resistance value indicated by the resistance meter 16 when the concrete is filled in FIG. 3 (B) as compared with the value when the concrete is not filled in FIG. 3 (A). Since it is relatively small, it was experimentally confirmed that the presence or absence of filling of the concrete 20 can be judged by the presence or absence of conduction.

【0009】図1の実施例において、コンクリート20
(図2)が、この場合大地電位物体である基準電極7と
任意の1個の上記検出電極3との間に充填されると、基
準電極7と当該1個の検出電極3とが低抵抗のコンクリ
ート20によって接続されるので、コンクリート20の大地
接触を条件に電源22に接続された導通検出素子6に電流
が流れ、導通検出素子6が作動して、電極7、3間にお
けるコンクリート20の充填を表示する。導通検出素子6
を発光ダイオードとした場合には、その発光ダイオード
からの発光によりコンクリート20の充填を表示する。導
通検出素子6が、導通検出時に単に閉接点を与えるのみ
である場合には、表示灯(図示せず)その他の表示手段
をその閉接点に接続すればよいが、そのような表示灯は
本発明の要件ではない。少なくとも1個の検出電極3と
それに接続された導通検出素子6とを設ければ、打設コ
ンクリート20の天端がその検出電極3に到達したことを
型枠1の外で検出することができる。
In the embodiment of FIG. 1, concrete 20
When (FIG. 2) is filled between the reference electrode 7 which is a ground potential object in this case and any one of the detection electrodes 3, the reference electrode 7 and the one detection electrode 3 have low resistance. Since the concrete 20 is connected, the electric current flows through the continuity detecting element 6 connected to the power source 22 under the condition that the concrete 20 is in contact with the ground, and the continuity detecting element 6 is activated, so that the concrete 20 between the electrodes 7 and 3 is Display filling. Continuity detection element 6
When is a light emitting diode, the filling of the concrete 20 is indicated by the light emitted from the light emitting diode. When the continuity detecting element 6 merely provides a closed contact when the continuity is detected, an indicator light (not shown) or other display means may be connected to the closed contact. It is not a requirement of the invention. By providing at least one detection electrode 3 and the continuity detection element 6 connected thereto, it is possible to detect that the top end of the cast concrete 20 has reached the detection electrode 3 outside the formwork 1. .

【0010】こうして、本発明の目的である「コンクリ
ート充填状況を外側で監視できるコンクリート充填表示
付き型枠板」の提供を達成することができる。
In this way, it is possible to achieve the object of the present invention to provide "a formwork plate with a concrete filling display capable of monitoring the concrete filling condition from the outside".

【0011】図示例においては、多数の検出電極3とそ
れに接続された導通検出素子6とを設けるので、型枠1
内の超流動コンクリート等のコンクリート20の充填状況
とくにその流動状況を、導通検出素子6の出力、例えば
発光ダイードからの発光により型枠1の位置で監視する
ことができる。
In the illustrated example, since a large number of detection electrodes 3 and the continuity detection element 6 connected thereto are provided, the mold 1
The filling condition of concrete 20 such as superfluid concrete in the inside, especially its flowing condition, can be monitored at the position of the mold 1 by the output of the continuity detecting element 6, for example, the light emission from the light emitting diode.

【0012】[0012]

【実施例】図1において、検出電極3が絶縁シート4を
介して板部材2に取付けられているが、板部材2が木材
等の絶縁性のものであるときは絶縁シート4を省略する
ことも可能である。図1の記号8は、電源22と導通検出
素子6及び基準電極7との間のリード線を示す。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS In FIG. 1, the detection electrode 3 is attached to the plate member 2 via the insulating sheet 4, but when the plate member 2 is an insulating material such as wood, the insulating sheet 4 may be omitted. Is also possible. Symbol 8 in FIG. 1 indicates a lead wire between the power source 22 and the continuity detecting element 6 and the reference electrode 7.

【0013】図2は、従来の型枠板部材2と本発明によ
るコンクリート充填表示付き型枠板9とを用いて、柱用
鉄筋10が内包される型枠1を組立てた例を示す。即ち、
型枠1内へ打設したコンクリート20の流れに乱れの生ず
るおそれのある部分にのみ本発明の表示付き型枠板9を
用いる。この例では、導通検出素子6を発光ダイオード
とし、作業員14が目視により監視できるようにしてい
る。テレビカメラ12により表示付き型枠板9の外側面92
上の表示を遠方監視することも可能である。
FIG. 2 shows an example of assembling a mold 1 in which a reinforcing bar 10 for a column is included, using a conventional mold plate member 2 and a mold plate 9 with a concrete filling display according to the present invention. That is,
The mold frame plate 9 with a display of the present invention is used only in a portion where the flow of the concrete 20 cast into the mold 1 may be disturbed. In this example, the continuity detecting element 6 is a light emitting diode so that the worker 14 can visually monitor it. The outer surface 92 of the form board 9 with the display by the TV camera 12
It is also possible to remotely monitor the above display.

【0014】さらに、各表示付き型枠板9に複数対の検
出電極3及び導通検出素子6を用いそれらの出力を適当
な制御盤(図示せず)に集めて監視すれば、型枠1内に
おける超流動コンクリート等のコンクリート20の流動状
況をリアルタイムで把握できる。また、コンクリート20
の流れに異常がある場合に必要な対策、例えば超流動コ
ンクリートのディストリビュータの位置の移動を自動制
御することも考えられる。
Furthermore, if a plurality of pairs of detection electrodes 3 and conduction detection elements 6 are used for each form board 9 with a display and their outputs are collected and monitored in an appropriate control panel (not shown), the inside of the form 1 It is possible to grasp the flow condition of concrete 20 such as superfluid concrete in real time. Also, concrete 20
It is also conceivable to take necessary measures when there is an abnormality in the flow of, for example, automatically control the movement of the position of the distributor of superfluid concrete.

【0015】図4は、このコンクリート流動状況把握に
基づくコンクリート・ディストリビュータの自動制御の
概念的流れ図を示す。即ち、ステップ51で上記のように
特定型枠内のコンクリート充填状況を把握する。ステッ
プ52は、コンクリート20の流れに、ディストリビュータ
移動が必要な程の乱れがるあるか否かを判断する。その
ような乱れがある時は、ステップ53へ進み、適切なコン
クリート投入位置を選択し、ステップ54で被選択位置の
型枠1へディストリビュータを移動した後ステップ51へ
戻り充填状況を監視しながらコンクリート20を注入す
る。そのような乱れがない時はステップ55へ進みコンク
リート20充填の完了か否かを判断する。充填未完の時
は、ステップ51へ戻り、充填完了までコンクリート打設
を続ける。監視中の型枠1で所定のコンクリート充填が
完了した場合には、当該型枠1が最終のものであるか否
かをステップ56で判断し、最終でない場合には次のコン
クリート投入位置をステップ57で選択し、ステップ58で
被選択位置の型枠1へディストリビュータを移動した後
ステップ51へ戻り充填状況を監視しながらコンクリート
20を注入する。ステップ56で最終型枠1であると判断さ
れた場合には、制御を終了する。図4の方式によれば、
超流動コンクリート流れの乱れに対する処理を含めた打
設作業の無人化技術の開発が期待できる。
FIG. 4 shows a conceptual flow chart of automatic control of the concrete distributor based on the grasp of the concrete flow condition. That is, in step 51, the concrete filling condition in the specific form is grasped as described above. Step 52 determines whether the flow of concrete 20 is turbulent enough to require distributor movement. If there is such a disturbance, proceed to step 53, select an appropriate concrete pouring position, move the distributor to the mold 1 at the selected position in step 54, and then return to step 51 to monitor the concrete filling condition. Inject 20. When there is no such disturbance, the routine proceeds to step 55, where it is judged whether or not the filling of the concrete 20 is completed. When the filling is not completed, the process returns to step 51 and the concrete pouring is continued until the filling is completed. When the specified concrete filling is completed in the mold 1 being monitored, it is judged in step 56 whether the mold 1 is the final one, and if it is not the final, the next concrete feeding position is stepped. Select in 57, move the distributor to the mold 1 in the selected position in step 58, and then return to step 51 to monitor the filling status and concrete.
Inject 20. If it is determined in step 56 that the mold is the final form 1, the control ends. According to the method of FIG.
It can be expected to develop the unmanned technology for the placing work including the treatment against the turbulence of the superfluid concrete flow.

【0016】[0016]

【発明の効果】以上詳細に説明したように本発明による
コンクリート充填表示付き型枠板は、板部材の内側面上
の検出電極に接続した外側面上の導通検出素子によるコ
ンクリート充填のリアルタイム表示をするので、次の顕
著な効果を奏する。
As described in detail above, the formwork plate with a concrete filling display according to the present invention provides a real-time display of concrete filling by the conduction detecting element on the outer surface connected to the detecting electrode on the inner surface of the plate member. Therefore, the following remarkable effects are obtained.

【0017】(イ)型枠内部の目視観察を要さずに、打
設の進行に応ずる型枠内のコンクリートの天端の変化を
時間遅れなしに検出することができる。 (ロ)導通検出素子を発光ダイオード等の発光素子とす
れば、目視により型枠内のコンクリート充填状況を型枠
の外側で観察できる。 (ハ)複数の検出電極・導通検出素子対を使用すること
により型枠内のコンクリート、とくに超流動コンクリー
トの流動状況を監視し把握することができる。 (ニ)型枠内のコンクリートの流れにおける異常をリア
ルタイムで検出し、所要の対策を遅滞なく行えるので、
高品質のコンクリート打設を実施できる。 (ホ)超流動コンクリート流し込みのオンライン監視
と、それに基づくコンクリート・ディストリビュータの
自動制御及び打設現場の無人化が期待できる。
(A) It is possible to detect a change in the top end of concrete in a mold according to the progress of casting without any time delay, without requiring visual observation inside the mold. (B) If the conduction detecting element is a light emitting element such as a light emitting diode, the concrete filling condition in the mold can be visually observed outside the mold. (C) By using a plurality of pairs of detection electrodes and continuity detection elements, it is possible to monitor and grasp the flow condition of concrete in the mold, particularly superfluid concrete. (D) Real-time detection of anomalies in the concrete flow in the formwork and the necessary measures can be taken without delay,
High quality concrete can be placed. (E) On-line monitoring of superfluid concrete pouring, automatic control of concrete distributor based on it, and unmanned construction site can be expected.

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

【図1】は、本発明の一実施例の外側面、内側面及び断
面を示す図である。
FIG. 1 is a view showing an outer surface, an inner surface and a cross section of an embodiment of the present invention.

【図2】は、本発明の適用例の説明図である。FIG. 2 is an explanatory diagram of an application example of the present invention.

【図3】は、本発明の原理を説明する回路図である。FIG. 3 is a circuit diagram illustrating the principle of the present invention.

【図4】は、本発明を利用する自動制御の概念的流れ図
である。
FIG. 4 is a conceptual flow diagram of automatic control utilizing the present invention.

【符号の説明】[Explanation of symbols]

1 コンクリート型枠 2 板部材 3
検出電極 4 絶縁シート 5 絶縁導体 6
導通検出素子 7 基準電極 8 リード線 9 コンクリート充填表示付き型枠板 10
柱用鉄筋 12 テレビカメラ 14 作業員 16
抵抗計 17、18 試験電極 20 コンクリート 22
電源 91 内側面 92 外側面。
1 Concrete formwork 2 Plate member 3
Detection electrode 4 Insulation sheet 5 Insulated conductor 6
Continuity detection element 7 Reference electrode 8 Lead wire 9 Form plate with concrete filling display 10
Column rebar 12 TV camera 14 Worker 16
Resistance meter 17, 18 Test electrode 20 Concrete 22
Power 91 Inner side 92 Outer side.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 阿部 保彦 東京都調布市飛田給2丁目19番1号 鹿島 建設株式会社技術研究所内 (72)発明者 斉藤 健 東京都調布市飛田給2丁目19番1号 鹿島 建設株式会社技術研究所内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Yasuhiko Abe 2-19-1 Tobita-cho, Chofu-shi, Tokyo Inside Kashima Construction Co., Ltd. (72) Inventor Ken Saito 2-19-1 Tobita-cho, Chofu-shi, Tokyo Kashima Construction Co., Ltd. Technical Research Center

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】外側面と被打設コンクリートに接する内側
面とを有する板部材、前記内側面に前記板部材から絶縁
して取付けた1以上の検出電極、前記各検出電極に接続
され且つ前記外側面の当該検出電極の対向位置まで前記
板部材を貫通して延びる絶縁導体、前記外側面上の前記
各検出電極対向位置に取付けられ且つ一端において当該
対向位置で前記絶縁導体に接続された1以上の導通検出
素子、及び前記各導通検出素子の他端と被打設コンクリ
ートに接する基準電極との間に接続された電源を備えて
なり、前記基準電極と1の前記検出電極との間のコンク
リート充填を当該1の検出電極に接続された導通検出素
子の作動により表示してなるコンクリート充填表示付き
型枠板。
1. A plate member having an outer surface and an inner surface in contact with the concrete to be cast, one or more detection electrodes attached to the inner surface so as to be insulated from the plate member, and connected to each of the detection electrodes. An insulated conductor that extends through the plate member to a position facing the detection electrode on the outer side surface, is attached to the detection electrode facing position on the outer surface and is connected to the insulated conductor at the facing position at one end. The above-mentioned continuity detecting element, and a power source connected between the other end of each of the continuity detecting elements and a reference electrode in contact with the concrete to be cast, and a power source connected between the reference electrode and the one detection electrode. A mold plate with a concrete filling display, which indicates the concrete filling by the operation of the continuity detecting element connected to the detection electrode.
【請求項2】請求項1の表示付き型枠板において、前記
板部材を金属製とし、前記基準電極を前記金属製板部材
としてなるコンクリート充填表示付き型枠板。
2. The formwork plate with a concrete filling display according to claim 1, wherein the plate member is made of metal and the reference electrode is the metal plate member.
【請求項3】請求項1又は2の表示付き型枠板におい
て、前記導通検出素子を発光ダイオードとしてなるコン
クリート充填表示付き型枠板。
3. The mold plate with a display according to claim 1 or 2, wherein the continuity detecting element is a light emitting diode.
JP5175683A 1993-07-15 1993-07-15 Formwork plate with concrete filling display Expired - Fee Related JP2685402B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5175683A JP2685402B2 (en) 1993-07-15 1993-07-15 Formwork plate with concrete filling display

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5175683A JP2685402B2 (en) 1993-07-15 1993-07-15 Formwork plate with concrete filling display

Publications (2)

Publication Number Publication Date
JPH0726710A true JPH0726710A (en) 1995-01-27
JP2685402B2 JP2685402B2 (en) 1997-12-03

Family

ID=16000416

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5175683A Expired - Fee Related JP2685402B2 (en) 1993-07-15 1993-07-15 Formwork plate with concrete filling display

Country Status (1)

Country Link
JP (1) JP2685402B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012224990A (en) * 2011-04-15 2012-11-15 Shimizu Corp Method for constructing side walls of concrete structure
CN103938870A (en) * 2014-03-27 2014-07-23 焦作建工集团有限公司 Lightweight concrete and normal concrete synchronously-pouring method
CN104655679A (en) * 2015-01-28 2015-05-27 仲杏英 Warning detection device for cast-in-place concrete pavement
JP2017137647A (en) * 2016-02-02 2017-08-10 株式会社大林組 Indicator and concrete placing method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04212088A (en) * 1990-03-19 1992-08-03 Asanumagumi:Kk Concrete sensor

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04212088A (en) * 1990-03-19 1992-08-03 Asanumagumi:Kk Concrete sensor

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012224990A (en) * 2011-04-15 2012-11-15 Shimizu Corp Method for constructing side walls of concrete structure
CN103938870A (en) * 2014-03-27 2014-07-23 焦作建工集团有限公司 Lightweight concrete and normal concrete synchronously-pouring method
CN103938870B (en) * 2014-03-27 2015-11-18 焦作建工集团有限公司 The synchronous pouring construction method of a kind of light weight concrete construction and ordinary concrete
CN104655679A (en) * 2015-01-28 2015-05-27 仲杏英 Warning detection device for cast-in-place concrete pavement
JP2017137647A (en) * 2016-02-02 2017-08-10 株式会社大林組 Indicator and concrete placing method

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