JPH06229959A - Method for confirmation of concrete fill - Google Patents

Method for confirmation of concrete fill

Info

Publication number
JPH06229959A
JPH06229959A JP1362293A JP1362293A JPH06229959A JP H06229959 A JPH06229959 A JP H06229959A JP 1362293 A JP1362293 A JP 1362293A JP 1362293 A JP1362293 A JP 1362293A JP H06229959 A JPH06229959 A JP H06229959A
Authority
JP
Japan
Prior art keywords
concrete
filling
current
resistance element
pouring
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
JP1362293A
Other languages
Japanese (ja)
Other versions
JP2740438B2 (en
Inventor
Noboru Sakata
昇 坂田
Susumu Hirono
進 広野
Nobuhisa Roppongi
信久 六本木
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.)
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 JP5013622A priority Critical patent/JP2740438B2/en
Publication of JPH06229959A publication Critical patent/JPH06229959A/en
Application granted granted Critical
Publication of JP2740438B2 publication Critical patent/JP2740438B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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

Abstract

PURPOSE:To provide a method for confirming concrete fill to confirm the degree of fill in the concrete placing without using a transparent form. CONSTITUTION:A high-resistance element 3 is fixed to a specific position inside a from 1 for placing concrete and the high-resistance element 3 is buried inside when placing the concrete 2 into the from 1. The concrete 2 is densely filled into the form 1 previosuly and at that time current Io on charging flowing to the high-resistance element 3 according to application of a constant voltage V is measured. When placing the concrete 2 into the mold 1, the current Ic at the placing time flowing in the high-resistance element 3 according to the application of the constant voltage V is measured and then the current Ic on placing is compared with the current Io on filling, thus obtaining the degree of filling of the placed concrete 2.

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確認方
法に関し、とくにコンクリートを打設しながら充填度を
確認する方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete filling confirmation method, and more particularly to a method for confirming the filling degree while placing concrete.

【0002】[0002]

【従来の技術】従来、型枠内にコンクリートを打設する
場合には、コンクリートを型枠の隅々まで充填させるた
め、バイブレータによる振動締固め作業を行なってい
る。
2. Description of the Related Art Conventionally, when placing concrete in a mold, vibration compaction work is performed by a vibrator in order to fill the concrete in every corner of the mold.

【0003】[0003]

【発明が解決しようとする課題】しかし、従来のバイブ
レータによる方法では、コンクリートが十分に充填して
いるか否かを確認することができない。赤外線・レーザ
等を用いてコンクリートの充填度を確認する方法が提案
されているが、壊れやすいため作業現場での装置管理が
難しく、また操作が複雑なため打設と並行して充填度を
確認することが困難である。
However, with the conventional method using a vibrator, it is not possible to confirm whether or not the concrete is sufficiently filled. A method of checking the filling degree of concrete using infrared rays, laser, etc. has been proposed, but it is difficult to manage the equipment at the work site because it is fragile, and the operation is complicated, so the filling degree is checked in parallel with the placement. Difficult to do.

【0004】また、最近開発が進められている超流動コ
ンクリートを用いるときは、締固め作業なしで施工する
ことができるが、一方で打設したコンクリートが十分に
充填していることを確認する必要がある。超流動コンク
リートの施工モデルではアクリル等の透明型枠を用いて
充填状況を確認することも行なわれている。しかし、透
明型枠は高価であり施工費用の面から採用することが困
難な場合が多い。
Further, when superfluid concrete which has been developed recently is used, it can be constructed without compaction work, but it is necessary to confirm that the poured concrete is sufficiently filled. There is. In the superfluid concrete construction model, the filling status is also checked using a transparent form such as acrylic. However, the transparent form is expensive and it is often difficult to adopt it in terms of construction cost.

【0005】従って本発明の目的は、透明型枠を用いる
ことなく打設時の充填度を確認できるコンクリート充填
確認方法を提供するにある。
Therefore, an object of the present invention is to provide a concrete filling confirmation method capable of confirming the filling degree at the time of placing without using a transparent mold.

【0006】[0006]

【課題を解決するための手段】図1を参照するに、本発
明のコンクリート充填確認方法は、コンクリート打設用
型枠1内のコンクリート2に埋められるべき所定位置に
高抵抗素子3を固定し、コンクリート2を型枠1内へ密
に充填するときに一定電圧Vの印加に応じて高抵抗素子
3に流れる充填時電流Ioを計測し、コンクリート2を型
枠1内に打設するときに前記一定電圧Vの印加に応じて
高抵抗素子3に流れる打設時電流Icを計測し、充填時電
流Ioと打設時電流Icとを比較することにより打設したコ
ンクリート2の充填度を求めてなる。
With reference to FIG. 1, a concrete filling confirmation method according to the present invention comprises fixing a high resistance element 3 at a predetermined position to be filled with concrete 2 in a concrete placing formwork 1. When the concrete 2 is densely filled in the formwork 1, the filling current Io flowing through the high resistance element 3 in response to the application of the constant voltage V is measured, and when the concrete 2 is placed in the formwork 1. The filling current Ic flowing through the high resistance element 3 in response to the application of the constant voltage V is measured, and the filling current Io is compared with the filling current Ic to obtain the filling degree of the placed concrete 2. It becomes.

【0007】[0007]

【作用】本発明の高抵抗素子3は型枠1の内側の所定位
置に固定され、型枠1内へ打設されるコンクリート2中
に埋められる。図1(A1)はコンクリート2に埋まる前の
高抵抗素子3を示し、図1(B1)は型枠1内へコンクリー
ト2を密に充填したときの高抵抗素子3を示す。図1(A
1)では空気が絶縁体であるのに対し、図1(B1)の場合に
はコンクリート2が電流を通すので、高抵抗素子Rと充
填コンクリートの抵抗Roを並列に接続した回路(図1(B
2))と等価となる。従って、一定電圧Vの印加に応じて
図1(B1)の状況下で流れる充填時電流Ioは、コンクリー
ト2に埋められる前の電流I(図1(A2))よりも大きい。
一方、図1(C1)に示すように打設したコンクリート2中
に空隙が生じた場合には、コンクリート2の抵抗Rc(図
1(C2))が充填時の抵抗Roより大きくなる。従って、一
定電圧Vの印加に応じて図1(C1)の状況下で流れる打設
時電流Icは、充填時電流Ioより小さくなる。
The high resistance element 3 of the present invention is fixed at a predetermined position inside the mold 1 and is embedded in the concrete 2 that is cast into the mold 1. FIG. 1 (A1) shows the high resistance element 3 before being embedded in the concrete 2, and FIG. 1 (B1) shows the high resistance element 3 when the concrete 2 is densely filled in the mold 1. Figure 1 (A
In the case of 1), air is an insulator, whereas in the case of FIG. 1 (B1), the concrete 2 passes current, so a circuit in which the high resistance element R and the resistance Ro of the filled concrete are connected in parallel (see FIG. 1 ( B
It is equivalent to 2)). Therefore, the filling current Io flowing under the situation of FIG. 1 (B1) in response to the application of the constant voltage V is larger than the current I (FIG. 1 (A2)) before being buried in the concrete 2.
On the other hand, when a void is created in the concrete 2 cast as shown in FIG. 1 (C1), the resistance Rc of the concrete 2 (FIG. 1 (C2)) becomes larger than the resistance Ro at the time of filling. Therefore, the pouring current Ic flowing under the situation of FIG. 1 (C1) in response to the application of the constant voltage V becomes smaller than the filling current Io.

【0008】図1(D)は、充填時電流Io(実線で示す)と
打設時電流Ic(点線で示す)との比較の一例を示す。打設
時電流Icと充填時電流Ioを比べ、両者が同じ大きさであ
る場合にはコンクリート2の充填が十分であり、打設時
電流Icが充填時電流Ioより小さい場合には未充填箇所が
生じていることが分かる。
FIG. 1D shows an example of comparison between the filling current Io (shown by the solid line) and the pouring current Ic (shown by the dotted line). When the pouring current Ic and the filling current Io are compared, if the two have the same size, the concrete 2 is sufficiently filled, and if the pouring current Ic is smaller than the filling current Io, the unfilled portion It can be seen that

【0009】従って、本発明の目的である「透明型枠を
用いることなく打設時の充填度を確認できるコンクリー
ト充填確認方法の提供」が達成される。
Therefore, the object of the present invention is to "provide a concrete filling confirmation method capable of confirming the filling degree during pouring without using a transparent form".

【0010】[0010]

【実施例】図2は、型枠1内の異なる高さの複数所定位
置にそれぞれ高抵抗素子3を固定し、各高抵抗素子3を
直列に接続して抵抗回路を形成した実施例を示す。先
ず、コンクリート2を各高抵抗素子3が固定される高さ
まで段階的に密に充填し、各高抵抗素子3を順次コンク
リート2中に埋め、一定電圧Vを印加して抵抗回路に流
れる充填時電流Ioを各段階毎に計測する。図示例は6個
の高抵抗素子3を接続した抵抗回路を示す。ただし高抵
抗素子3の数は図示例に限定されない。次に、充填時電
流Ioを計測したものと同一又は同一形状の型枠1を用
い、充填時と同様に各高抵抗素子3を段階的に埋めなが
らコンクリート2を打設し、一定電圧Vの印加に応じて
抵抗回路に流れる打設時電流Icを各段階毎に計測し、打
設時電流Icと充填時電流Ioとを各段階毎に比較する。
FIG. 2 shows an embodiment in which a high resistance element 3 is fixed at a plurality of predetermined positions of different heights in a mold 1 and the high resistance elements 3 are connected in series to form a resistance circuit. . First, the concrete 2 is gradually and densely filled to a height at which each high resistance element 3 is fixed, each high resistance element 3 is sequentially embedded in the concrete 2, and a constant voltage V is applied to flow into the resistance circuit. The current Io is measured at each stage. The illustrated example shows a resistance circuit in which six high resistance elements 3 are connected. However, the number of high resistance elements 3 is not limited to the illustrated example. Next, using the mold 1 having the same shape as or the same shape as the current Io measured at the time of filling, concrete 2 is placed while gradually filling each high resistance element 3 in the same manner as at the time of filling, and a constant voltage V The pouring current Ic flowing through the resistance circuit according to the application is measured at each stage, and the pouring current Ic and the filling current Io are compared at each stage.

【0011】図2(C)は、段階的に計測された充填時電
流Io(実線)及び打設時電流Ic(点線)を示す。図示例は、
高さh2まで打設した段階で計測した打設時電流Icが対応
する充填時電流Ioと異なることを示し、両者の比較から
高さh2に固定された高抵抗素子3周辺に未充填箇所があ
ることが分る。未充填箇所が検出された場合には、例え
ば打設時電流Icが充填時電流Ioと等しくなるまでバイブ
レータ等により攪拌を行い、充填度を高めることができ
る。好ましくは、高抵抗素子3をコンクリート2の充填
しにくい部位に固定する。例えば図2(A)に示すように
高抵抗素子3を鉄筋6に絶縁して固定し、鉄筋6の周囲
の充填度を確認しながらコンクリート2を打設する。
FIG. 2C shows the charging current Io (solid line) and the driving current Ic (dotted line) measured stepwise. The example shown is
It is shown that the pouring current Ic measured at the stage of pouring up to the height h2 is different from the corresponding filling current Io. From the comparison of both, there is an unfilled portion around the high resistance element 3 fixed at the height h2. I know that there is. When an unfilled portion is detected, stirring can be performed with a vibrator or the like until the pouring current Ic becomes equal to the filling current Io to increase the filling degree. Preferably, the high resistance element 3 is fixed to a portion where the concrete 2 is difficult to fill. For example, as shown in FIG. 2A, the high resistance element 3 is insulated and fixed to the reinforcing bar 6, and the concrete 2 is poured while confirming the filling degree around the reinforcing bar 6.

【0012】また、コンクリート2を打設するときに計
測される打設時電流Icを、図2(C)に示すようなあらか
じめ計測された各段階毎の充填時電流Ioと比較すること
により、打設したコンクリート2がいずれの段階の高さ
にあるかを求めることが可能である。ただし、打設開始
後の各段階で打設時電流Icと充填時電流Ioを比較して未
充填箇所のないことを確認した場合にのみ、その後のコ
ンクリート2の打設による高さの増加を求めることがで
きる。
Further, by comparing the pouring current Ic measured when pouring the concrete 2 with the pre-measured filling current Io at each stage as shown in FIG. 2 (C), It is possible to determine at which stage the height of the cast concrete 2 is. However, only when it is confirmed that there is no unfilled part by comparing the current Ic during pouring and the current Io during filling at each stage after the start of pouring, the height increase due to the subsequent pouring of concrete 2 You can ask.

【0013】図3の実施例は、本発明の高抵抗素子3を
複数接続して形成した抵抗回路を示す。図示例は、複数
の30kΩの金属被膜抵抗を等間隔に接続し、一端に68k
Ωの金属被膜抵抗を接続する。抵抗を等間隔に並べるこ
とにより等間隔で充填度を確認することが可能となり、
また一端に大きい抵抗を接続することによりコンクリー
ト2が上端まで打設されたことが確認できる。抵抗回路
に流れる充填時電流Io及び打設時電流Icは、回路に接続
された同じく30kΩ抵抗の両端の電圧をペン書きオシロ
記録計で計測し、図2(C)に示すように表示する。
The embodiment of FIG. 3 shows a resistance circuit formed by connecting a plurality of high resistance elements 3 of the present invention. In the example shown in the figure, multiple 30kΩ metal film resistors are connected at equal intervals, and 68k at one end.
Connect a metal film resistor of Ω. By arranging resistors at equal intervals, it is possible to check the filling degree at even intervals.
Further, it can be confirmed that the concrete 2 was cast up to the upper end by connecting a large resistance to one end. The charging current Io and the driving current Ic flowing in the resistance circuit are measured by a pen-writing oscillographic recorder for measuring the voltage across both ends of the same 30 kΩ resistor connected to the circuit and displayed as shown in FIG. 2 (C).

【0014】[0014]

【発明の効果】以上詳細に説明したように、本発明のコ
ンクリート充填確認方法は、型枠内に固定した高抵抗素
子を用い、打設に応じコンクリートに埋められる高抵抗
素子へ電圧印加時に流れる電流の変化から充填度を求め
る構成を用いるので、以下に述べる顕著な効果を奏す
る。 (1)打設時の電流をあらかじめ計測した充填時電流と
比較することにより、コンクリートを打設しながら充填
度を即座に求めることができる。 (2)容易に入手できる抵抗素子を用いるので、僅かな
施工費用でコンクリートの充填度が確認できる。 (3)電流値の比較により未充填箇所の有無を判断する
ので、充填確認作業に特別な熟練を必要としない。
As described in detail above, the concrete filling confirmation method of the present invention uses a high resistance element fixed in a mold, and flows when a voltage is applied to the high resistance element embedded in the concrete upon placing. Since the configuration for obtaining the filling degree from the change in the current is used, the following remarkable effects are obtained. (1) By comparing the electric current at the time of pouring with the pre-measured electric current at the time of filling, the filling degree can be immediately obtained while pouring concrete. (2) Since the resistance element which is easily available is used, the filling degree of concrete can be confirmed with a small construction cost. (3) Since the presence or absence of the unfilled portion is determined by comparing the current values, no special skill is required for the filling confirmation work.

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

【図1】は、本発明の作用を示す説明図である。FIG. 1 is an explanatory view showing the operation of the present invention.

【図2】は、本発明の一実施例の説明図である。FIG. 2 is an explanatory diagram of an embodiment of the present invention.

【図3】は、本発明に使用する抵抗回路の説明図であ
る。
FIG. 3 is an explanatory diagram of a resistance circuit used in the present invention.

【符号の説明】[Explanation of symbols]

1 コンクリート打設用型枠 2 コンクリー
ト 3 高抵抗素子 6 鉄筋。
1 Concrete pouring formwork 2 Concrete 3 High resistance element 6 Reinforcing bar.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート打設用型枠内のコンクリー
トに埋められるべき所定位置に高抵抗素子を固定し、コ
ンクリートを前記型枠内へ密に充填するときに一定電圧
の印加に応じて前記高抵抗素子に流れる充填時電流を計
測し、コンクリートを前記型枠内に打設するときに前記
一定電圧の印加に応じて前記高抵抗素子に流れる打設時
電流を計測し、前記充填時電流と前記打設時電流とを比
較することにより前記打設したコンクリートの充填度を
求めてなるコンクリート充填確認方法。
1. A high resistance element is fixed at a predetermined position to be embedded in concrete in a concrete pouring formwork, and when the concrete is densely filled in the formwork, the high resistance element is applied in response to application of a constant voltage. Measuring the filling current flowing through the resistance element, measuring the pouring current flowing through the high resistance element in response to the application of the constant voltage when pouring concrete into the mold, and the filling current. A concrete filling confirmation method, wherein the filling degree of the cast concrete is obtained by comparing with the pouring current.
【請求項2】 前記型枠内のコンクリートに埋められる
べき部分の異なる高さの複数所定位置にそれぞれ高抵抗
素子を固定し、前記各高抵抗素子を直列に接続して抵抗
回路を形成し、コンクリートを前記型枠内へ前記各高抵
抗素子を段階的に埋めながら密に充填するときに一定電
圧の印加に応じて前記抵抗回路に流れる充填時電流を各
段階毎に計測し、コンクリートを前記型枠内へ前記各高
抵抗素子を段階的に埋めながら打設するときに前記一定
電圧の印加に応じて前記抵抗回路に流れる打設時電流を
各段階毎に計測し、前記充填時電流と前記打設時電流を
各段階毎に比較することにより前記各所定位置における
前記打設したコンクリートの充填度を求めてなるコンク
リート充填確認方法。
2. A high resistance element is fixed to each of a plurality of predetermined positions of different heights in a portion to be embedded in concrete in the formwork, and the high resistance elements are connected in series to form a resistance circuit, When filling each of the high-resistance elements into the formwork stepwise while densely filling the concrete, the filling current flowing in the resistance circuit according to the application of a constant voltage is measured for each step, and the concrete is When placing each high resistance element in a mold while placing it stepwise, the placement current flowing through the resistance circuit according to the application of the constant voltage is measured for each step, and the filling current and A concrete filling confirmation method for obtaining a filling degree of the placed concrete at each of the predetermined positions by comparing the pouring current at each stage.
【請求項3】 請求項1又は2の充填確認方法におい
て、前記高抵抗素子を前記型枠内に設けた鉄筋に絶縁し
て固定してなるコンクリート充填確認方法。
3. The concrete filling confirmation method according to claim 1, wherein the high resistance element is insulated and fixed to a reinforcing bar provided in the mold.
【請求項4】 コンクリート打設用型枠内のコンクリー
トに埋められるべき部分の異なる高さの複数所定位置に
それぞれ高抵抗素子を固定し、前記各高抵抗素子を直列
に接続して抵抗回路を形成し、コンクリートを前記型枠
内へ前記各高抵抗素子を段階的に埋めながら密に充填す
るときに一定電圧の印加に応じて前記抵抗回路に流れる
充填時電流を各段階毎に計測し、コンクリートを前記型
枠内に打設するときに前記一定電圧の印加に応じて前記
抵抗回路に流れる打設時電流を計測し、前記打設時電流
と前記各段階毎に計測した充填時電流を比較することに
より前記打設したコンクリートの高さを求めてなるコン
クリート打設高さ測定方法。
4. A high resistance element is fixed to a plurality of predetermined positions at different heights in a portion to be embedded in concrete in a concrete casting formwork, and the high resistance elements are connected in series to form a resistance circuit. Forming, measuring the filling current flowing through the resistance circuit according to the application of a constant voltage for each step when densely filling the high resistance element in a stepwise manner by filling the concrete into the formwork, When pouring concrete into the mold, the pouring current flowing through the resistance circuit according to the application of the constant voltage is measured, and the pouring current and the filling current measured at each stage are A concrete pouring height measuring method for obtaining the height of the poured concrete by comparing.
JP5013622A 1993-01-29 1993-01-29 Concrete filling confirmation method Expired - Fee Related JP2740438B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5013622A JP2740438B2 (en) 1993-01-29 1993-01-29 Concrete filling confirmation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5013622A JP2740438B2 (en) 1993-01-29 1993-01-29 Concrete filling confirmation method

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0867695A2 (en) * 1997-03-26 1998-09-30 Bilfinger + Berger Bauaktiengesellschaft Method and device for detecting the degree of filling of formworks with concrete, as well as its compacting, by exploiting its electrical properties
JP2002207021A (en) * 2001-01-10 2002-07-26 Taisei Corp Concrete state measuring sensor, measuring system and measuring method
JP2014021009A (en) * 2012-07-20 2014-02-03 Ohbayashi Corp Filling detection apparatus for detecting filling of filling hardener, and method for checking filling
JP2017214747A (en) * 2016-05-31 2017-12-07 戸田建設株式会社 Method and sensor for detecting filling of lining concrete

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60238566A (en) * 1984-05-12 1985-11-27 大崎建設株式会社 Concentrated control type concrete casting apparatus

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60238566A (en) * 1984-05-12 1985-11-27 大崎建設株式会社 Concentrated control type concrete casting apparatus

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0867695A2 (en) * 1997-03-26 1998-09-30 Bilfinger + Berger Bauaktiengesellschaft Method and device for detecting the degree of filling of formworks with concrete, as well as its compacting, by exploiting its electrical properties
EP0867695A3 (en) * 1997-03-26 1999-08-04 Bilfinger + Berger Bauaktiengesellschaft Method and device for detecting the degree of filling of formworks with concrete, as well as its compacting, by exploiting its electrical properties
JP2002207021A (en) * 2001-01-10 2002-07-26 Taisei Corp Concrete state measuring sensor, measuring system and measuring method
JP4666773B2 (en) * 2001-01-10 2011-04-06 大成建設株式会社 Concrete condition measurement system
JP2014021009A (en) * 2012-07-20 2014-02-03 Ohbayashi Corp Filling detection apparatus for detecting filling of filling hardener, and method for checking filling
JP2017214747A (en) * 2016-05-31 2017-12-07 戸田建設株式会社 Method and sensor for detecting filling of lining concrete

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