JPH04124376A - Automatic sensor of concrete filling site - Google Patents

Automatic sensor of concrete filling site

Info

Publication number
JPH04124376A
JPH04124376A JP24245090A JP24245090A JPH04124376A JP H04124376 A JPH04124376 A JP H04124376A JP 24245090 A JP24245090 A JP 24245090A JP 24245090 A JP24245090 A JP 24245090A JP H04124376 A JPH04124376 A JP H04124376A
Authority
JP
Japan
Prior art keywords
concrete
formwork
pressure sensor
filling
outside
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
JP24245090A
Other languages
Japanese (ja)
Other versions
JPH07119524B2 (en
Inventor
Jun Nomura
潤 野村
Kunimasa Nuno
布 邦允
Toru Harigaya
張ヶ谷 徹
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.)
HAYASHI BAIBUREETAA KK
Obayashi Corp
Original Assignee
HAYASHI BAIBUREETAA KK
Obayashi 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 HAYASHI BAIBUREETAA KK, Obayashi Corp filed Critical HAYASHI BAIBUREETAA KK
Priority to JP2242450A priority Critical patent/JPH07119524B2/en
Publication of JPH04124376A publication Critical patent/JPH04124376A/en
Publication of JPH07119524B2 publication Critical patent/JPH07119524B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To facilitate handling of an automatic sensor, to improve controllability and to detect accurately the filling of concrete without making wrong detection by inserting and providing a pressure sensor between a form and a horizontal end thick pipe so that it comes into contact with the outside of the form. CONSTITUTION:In a device to tamp concrete 2 placed into a form 1 by giving vibration thereto from a vibrator 3, a pressure sensor 4 is held between the outside of the form 1 and a horizontal end thick pipe 6 to firmly fix the pressure sensor 4 so that it is brought into contact with the outside of the form 1, and it is connected to a control section 50 of a body 5. Pushing force is applied outward by placing the concrete 2 to the inside of the form 1, the pressure sensor 4 detects the pushing force caused by displacement of the form 1, so that the filling of the concrete is accurately recognized.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、打設コンクリートの締固め等に際し、型枠
内にコンクリート充填が行われたか否かの感知を行うコ
ンクリート充填部位の自動感知装置に関する。
Detailed Description of the Invention (Field of Industrial Application) The present invention is an automatic sensing device for a concrete-filled area that senses whether or not concrete has been filled into a formwork during compaction of poured concrete. Regarding.

(従来の技術) 建築物の構築では、型枠内に打設したコンクリートにパ
イプレータにより振動を与えて締固めることは知られて
いるか、この締固めを行うに際しては、コンクリートの
充填状況を的確に把握する必要がある。ここに、そうし
たいわゆるコンクリドの締固めに関しては、例えば特公
昭64−1621号公報にて提案されたものなどがあり
、コンクリートの充填を感知する感知器とパイプレータ
とを型枠に装着し、感知器により所定時間継続して充填
状態が感知された場合にパイプレータを作動し、これに
よりコンクリートの締固めを行うようになっている。
(Prior art) Is it known that in the construction of buildings, concrete placed in formwork is compacted by applying vibration to it using a pipe generator? It is necessary to understand. Regarding the so-called compaction of concrete, for example, there is a method proposed in Japanese Patent Publication No. 1621/1983, in which a sensor and pipelator to detect the filling of concrete are attached to the formwork, and the sensor is When the filling state is detected continuously for a predetermined period of time, the pipelator is operated, thereby compacting the concrete.

(発明が解決しようとする課題) しかしながら、上記のものでは、コンクリートの充填を
感知する感知器が、打設コンクリートに含まれる水分に
よる導電性を利用したものであり、すなわち、型枠に離
間させて配した二つの電極が打設コンクリートと接触し
て、その含有水分を介して導通することを利用したもの
であるため、例えば打設前の散水等によっても導通する
ことがあり、誤感知のおそれがあった。
(Problem to be Solved by the Invention) However, in the above method, the sensor that detects the filling of concrete utilizes the conductivity of water contained in the poured concrete. This method utilizes the fact that two electrodes arranged at the same distance come into contact with the poured concrete and conduction occurs through the moisture contained in it, so conduction may also occur due to, for example, water sprinkling before pouring, which can lead to false detection. There was a risk.

また、感知器を構成する二つの電極は、打設コンクリー
トと接触する部位に設置されねばならず、型枠内側に貫
通配設されるセパレータを一方の電極に利用できるもの
の、他方は例えばくぎ状の電極棒を型枠に打込み、その
先端を型枠内側に突出させるなど、型枠内側への挿入を
必要とし、型枠を貫通させて装着せねばならないことか
ら若干の手間がかかり煩しくめんどうであった。しかも
、このくぎ状の電極棒の場合、打設完了後にコンクリー
ト面に、電極棒の先端突出による凹部が残ることから、
外観を損う不都合もあった。
In addition, the two electrodes that make up the sensor must be installed at the site where they will come into contact with the poured concrete, and although a separator penetrating the inside of the formwork can be used for one electrode, the other electrode is shaped like a nail, for example. The electrode rod needs to be inserted into the formwork by driving it into the formwork and its tip protrudes inside the formwork, and it has to be inserted through the formwork, which is a bit time-consuming and cumbersome. Met. Moreover, in the case of this nail-shaped electrode rod, a recess remains on the concrete surface due to the protruding tip of the electrode rod after completion of pouring.
There was also an inconvenience that spoiled the appearance.

この発明は、上記のような背景に鑑みてなされたもので
あり、取扱いが容易で操作性に優れ、誤感知されること
なくコンクリートの充填を的確に検知できると共に、コ
ンクリート面をキズつける不都合もないコンクリート充
填部位の自動感知装置の提供をその目的とする。
This invention was made in view of the above-mentioned background, and is easy to handle, has excellent operability, and can accurately detect the filling of concrete without causing false detection, while also eliminating the inconvenience of damaging the concrete surface. The purpose of this invention is to provide an automatic sensing device for concrete filling areas that are not filled with concrete.

(課題を解決するための手段) 上記目的を達成するため、この発明は、コンクリートの
充填による押圧力を検知する圧力センサを型枠の外側に
配したことを特徴とする。
(Means for Solving the Problems) In order to achieve the above object, the present invention is characterized in that a pressure sensor for detecting the pressing force caused by filling with concrete is disposed outside the formwork.

そしてまた、この圧力センサが、上記型枠の外側面と該
型枠の外側面に相対する横端太パイプとの間に挾持され
て、該型枠の外側面に接触させて設けられたことを特徴
とする。
Furthermore, the pressure sensor is sandwiched between the outer surface of the formwork and a horizontal thick pipe facing the outer surface of the formwork, and is provided in contact with the outer surface of the formwork. It is characterized by

(作 用) 以上のように構成すると、型枠の外側に配した圧力セン
サか、コンクリートの充填によって型枠に加わる外方へ
の押圧力を検知することになり、この押圧力は型枠内へ
のコンクリートの打設により生ずるので、コンクリート
の充填を圧力の検知から的確に認識できる。
(Function) With the above configuration, the pressure sensor placed outside the formwork will detect the outward pressing force applied to the formwork by filling with concrete, and this pressing force will be detected inside the formwork. This occurs when concrete is poured into the concrete, so the filling of concrete can be accurately recognized by detecting the pressure.

殊にこの圧力センサは、型枠の外側面と型枠の外側面に
相対する横端太パイプとの間に挾持されて、型枠の外側
面に接触させて設けられ、これにより打設コンクリート
の充填圧力を検知するようになっている。
In particular, this pressure sensor is sandwiched between the outside surface of the formwork and a horizontal thick pipe facing the outside surface of the formwork, and is provided in contact with the outside surface of the formwork. It is designed to detect the filling pressure.

(実 施 例) 以下、この発明の実施例を添付図面を参照しながら説明
する。
(Embodiments) Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings.

第1図は、本発明によるコンクリート充填部位の自動感
知装置の好適な一実施例の適用を示す構成図である。
FIG. 1 is a block diagram showing the application of a preferred embodiment of the automatic sensing device for a concrete-filled site according to the present invention.

同図には、コンクリートの締固め装置の全体構成か示さ
れており、このコンクリートの締固め装置は、型枠1内
に打設したコンクリート2にパイプレータ3により振動
を与えて締固めるものであって、基本的には、パイプレ
ータ3と圧力センサ4と本体5とを備えて構成されてお
り、本体5は制御部50を備えている。
The figure shows the overall structure of a concrete compaction device, which compacts concrete 2 placed in a formwork 1 by applying vibrations to it using a pipe plater 3. Basically, it includes a pipelator 3, a pressure sensor 4, and a main body 5, and the main body 5 includes a control section 50.

横端太パイプロは縦端太パイプ7と交差して組まれてお
り、この交差部位にセパレータ8が締結される。また、
第2図は、第1図のパイプレータ部位を■矢視した側面
図であり、第3図は、第1図を■矢視した断面図である
The horizontal thick pipe is assembled so as to intersect with the vertical thick pipe 7, and a separator 8 is fastened to this intersection. Also,
FIG. 2 is a side view of the pipelator portion of FIG. 1 as viewed from the arrow ■, and FIG. 3 is a sectional view of FIG. 1 as viewed from the arrow ■.

パイプレータ3は、取付はプレート30を介して横端太
パイプロに固定され、かつ制御部50に結線されており
、その制御部50により作動を制御される。
The pipelator 3 is fixed to a horizontally thick pipe via a plate 30, and is connected to a control section 50, and its operation is controlled by the control section 50.

圧力センサ4は、いわゆるひずみゲージ等を内蔵したも
のであって、横端太パイプロと型枠1との間に挿入設置
され、かつ制御部50に結線される。圧力センサ4の取
付けは詳しくは、型枠1の外側面とこれに相対する横端
太パイプロとの間に圧力センサ4を挾持させることによ
り、圧力センサ4はしっかりと固定される。そして型枠
1の外側面に圧力センサ4が接触されることにより、コ
ンクリート2の充填圧力が検知されるように構成されて
いる。すなわち、型枠1には、その内側にコンクリート
2を打設することで、当該充填コンクリート2による外
方への押圧力(側圧)が加わり、この圧力は、コンクリ
ート2の打設が進むに連れて充填コンクリート頂部2a
と圧力センサ4との間の高さ(ヘッド差)が増大するこ
ともあって、圧力センサ4で検知が行われ、その検知信
号が制御部50に送られる。
The pressure sensor 4 has a built-in so-called strain gauge or the like, is inserted between the horizontal thick pipe and the formwork 1, and is connected to the control section 50. Specifically, the pressure sensor 4 is securely fixed by sandwiching the pressure sensor 4 between the outer surface of the formwork 1 and a thick horizontal pipe facing the formwork 1. The pressure sensor 4 is brought into contact with the outer surface of the formwork 1 to detect the filling pressure of the concrete 2. That is, by pouring concrete 2 inside the formwork 1, an outward pressing force (lateral pressure) is applied by the filling concrete 2, and this pressure increases as the concrete 2 is poured. Filled concrete top 2a
Since the height (head difference) between the pressure sensor 4 and the pressure sensor 4 increases, detection is performed by the pressure sensor 4, and the detection signal is sent to the control unit 50.

さて、第4図は、制御部50の制御作動を説明するフロ
ーチャートである。
Now, FIG. 4 is a flowchart illustrating the control operation of the control section 50.

制御部50では、圧力センサ4の検知信号を受け(Sl
)、その圧力検知が所定時間継続したとき(S2.YE
S)パイブレーク3を起動させる(S3)。そして、所
定時間経過した後に(34YES)当該パイプレータ3
を停止させ(S5)、制御を終了する。
The control unit 50 receives the detection signal from the pressure sensor 4 (Sl
), when the pressure detection continues for a predetermined time (S2.YE
S) Activate Pie Break 3 (S3). Then, after a predetermined period of time has passed (34 YES), the pipe generator 3
is stopped (S5), and the control is ended.

すなわち、この発明は基本的には、押圧力を検知する圧
力センサ4を型枠1の外側に配したものであり、このよ
うな構成によれば、その圧力センサ4が型枠1の変位に
伴って生じる外方への押圧力を検知することになり、こ
の押圧力は型枠1内へのコンクリート2の打設により生
ずるので、コンクリート2の充填を圧力の検知から的確
に認識できる。ここで、圧力センサ4は、横端太パイプ
ロと型枠1との間に単に挿入するだけで装着でき、した
かって、取扱いはきわめて容易であり操作性に優れる。
That is, this invention basically has a pressure sensor 4 arranged outside the formwork 1 for detecting the pressing force, and with such a configuration, the pressure sensor 4 detects the displacement of the formwork 1. The resulting outward pressing force is detected, and since this pressing force is generated by pouring the concrete 2 into the formwork 1, filling of the concrete 2 can be accurately recognized from the detection of the pressure. Here, the pressure sensor 4 can be attached by simply inserting it between the horizontal thick pipe and the formwork 1, and therefore, handling is extremely easy and has excellent operability.

また、型枠1の外側に配されて型枠1内に突出するもの
ではないので、コンクリート面をキズつける不都合もな
い。
Furthermore, since it is arranged outside the formwork 1 and does not protrude into the formwork 1, there is no problem of damaging the concrete surface.

そして、コンクリート充填の感知が、従来のような打設
コンクリート2の含有水分の導電性によりものではなく
、圧力の感知によるため、散水等では誤感知がない。
Furthermore, since the filling of concrete is sensed not by the conductivity of the moisture contained in the poured concrete 2 as in the conventional case, but by sensing the pressure, there is no false detection by water sprinkling or the like.

さらに、圧力センサ4の信号かONとなる設定を変える
ことにより、圧力センサ4からON信号が発生される充
、填コンクリート2の頂部と、圧力センサ4との間の高
さ(ヘッド差)を調整することかでき、スランプ値の違
いなどに応じてパイプレータ3−台当たりの打設量を変
化させることか可能となる。
Furthermore, by changing the setting at which the signal of the pressure sensor 4 turns ON, the height (head difference) between the top of the filled concrete 2 where the ON signal is generated from the pressure sensor 4 and the pressure sensor 4 can be adjusted. It is possible to adjust the amount of pouring per three pipe plates depending on the difference in slump value, etc.

さて、第5図は、本発明の他の実施例を示す側面図であ
る。
Now, FIG. 5 is a side view showing another embodiment of the present invention.

同図にあっては、くさび状の本体10を横端太パイプロ
と型枠1との間に挿入することとしたもので、本体10
の外側にパイプレータ3を固着し、本体180内には圧
力センサ4および図示省略するが制御部を内蔵すると共
に、バッテリも備え、このバッテリによりパイプレータ
3等の全てを作動させる構成としている。したがって、
電源コード等が不要となるので、取扱いか一層容易にな
るも、前述のものと同様な作用、効果を奏する。
In the figure, a wedge-shaped main body 10 is inserted between the horizontal thick pipe and the formwork 1.
The pipelator 3 is fixed to the outside of the main body 180, and the main body 180 has a built-in pressure sensor 4 and a control section (not shown), and is also provided with a battery, which operates all of the pipelator 3 and the like. therefore,
Since there is no need for a power cord or the like, handling becomes easier, but the same functions and effects as those described above are achieved.

尚、圧力センサ4としてはひずみゲージ様のものを内蔵
したものの他、圧力計、圧力によって電気抵抗が変化す
ることを利用したもの、圧力によって電位差を生じる圧
電効果を利用したもの等を採用しても良い。
As the pressure sensor 4, in addition to a built-in strain gauge-like sensor, a pressure gauge, a sensor that utilizes the change in electrical resistance due to pressure, and a sensor that utilizes the piezoelectric effect that generates a potential difference due to pressure may be used. Also good.

(発明の効果) 以上実施例で詳細に説明したように、この発明にかかる
コンクリ−1・充填部位の自動感知装置によれば、圧力
センサが型枠に加わる外方への押圧力を検知することに
なり、この押圧力は型枠内へのコンクリートの打設によ
り生ずるので、コンクリートの充填を圧力の検知から的
確に認識できると共に、コンクリートの導電性によるも
のとは異なり散水等による誤感知がなく、また型枠の外
側に配されるので、コンクリート面をキズつける不都合
もなく、さらには取扱いがきわめて容易であり、操作性
に優れる。またこの圧力センサは、型枠の外側面と型枠
の外側面に相対する横端太パイプとの間に挾持されるの
で、しっかり固定することができる。
(Effects of the Invention) As described in detail in the embodiments above, according to the concrete 1/filling site automatic sensing device according to the present invention, the pressure sensor detects the outward pressing force applied to the formwork. Since this pressing force is generated by pouring concrete into the formwork, it is possible to accurately recognize the filling of concrete from pressure detection, and unlike the conductivity of concrete, there is no possibility of false detection due to water spraying, etc. Moreover, since it is placed outside the formwork, there is no inconvenience of damaging the concrete surface, and furthermore, it is extremely easy to handle and has excellent operability. Moreover, since this pressure sensor is sandwiched between the outer surface of the formwork and the horizontal thick pipe facing the outer surface of the formwork, it can be firmly fixed.

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

第1図は本発明の一実施例を示す構成図、第2図は第1
図を■矢視した側面図、第3図は第1図を■矢視した断
面図、第4図は制御作動のフローチャート、第5図は本
発明適用の他の実施例を示す側面図である。 1・・・型枠      4・・・圧力センサ6・・・
横端太パイプ
FIG. 1 is a configuration diagram showing one embodiment of the present invention, and FIG.
3 is a sectional view of FIG. 1 as viewed from the ■ arrow; FIG. 4 is a flowchart of control operation; and FIG. 5 is a side view showing another embodiment to which the present invention is applied. be. 1... Formwork 4... Pressure sensor 6...
horizontal thick pipe

Claims (2)

【特許請求の範囲】[Claims] (1)コンクリートの充填による押圧力を検知する圧力
センサを型枠の外側に配したことを特徴とするコンクリ
ート充填部位の自動感知装置。
(1) An automatic sensing device for a concrete-filled area, characterized in that a pressure sensor for detecting the pressing force due to concrete filling is placed outside the formwork.
(2)上記型枠の外側面と該型枠の外側面に相対する横
端太パイプとの間に上記圧力センサを挾持させて、該型
枠の外側面に該圧力センサを接触させて設けたことを特
徴とする請求項1記載のコンクリート充填部位の自動感
知装置。
(2) The pressure sensor is sandwiched between the outer surface of the formwork and a horizontal thick pipe facing the outer surface of the formwork, and the pressure sensor is provided in contact with the outer surface of the formwork. 2. The automatic sensing device for a concrete filling site according to claim 1.
JP2242450A 1990-09-14 1990-09-14 Automatic device for detecting concrete filling area Expired - Fee Related JPH07119524B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2242450A JPH07119524B2 (en) 1990-09-14 1990-09-14 Automatic device for detecting concrete filling area

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2242450A JPH07119524B2 (en) 1990-09-14 1990-09-14 Automatic device for detecting concrete filling area

Publications (2)

Publication Number Publication Date
JPH04124376A true JPH04124376A (en) 1992-04-24
JPH07119524B2 JPH07119524B2 (en) 1995-12-20

Family

ID=17089280

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2242450A Expired - Fee Related JPH07119524B2 (en) 1990-09-14 1990-09-14 Automatic device for detecting concrete filling area

Country Status (1)

Country Link
JP (1) JPH07119524B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014152570A (en) * 2013-02-13 2014-08-25 Fujita Corp Concrete form device and concrete management system
CN117005691A (en) * 2023-08-08 2023-11-07 河北吉达重工机械股份有限公司 Concrete spreader

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102020106843A1 (en) 2020-03-12 2021-09-16 Peri Gmbh Formwork system, anchor device, anchor rod, use of anchor rod and method

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62275706A (en) * 1985-08-29 1987-11-30 東急建設株式会社 Method and device for vibrating formwork
JPS6447481A (en) * 1987-08-13 1989-02-21 Hikoma Seisakusho Kk Vibration apparatus

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62275706A (en) * 1985-08-29 1987-11-30 東急建設株式会社 Method and device for vibrating formwork
JPS6447481A (en) * 1987-08-13 1989-02-21 Hikoma Seisakusho Kk Vibration apparatus

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014152570A (en) * 2013-02-13 2014-08-25 Fujita Corp Concrete form device and concrete management system
CN117005691A (en) * 2023-08-08 2023-11-07 河北吉达重工机械股份有限公司 Concrete spreader
CN117005691B (en) * 2023-08-08 2024-01-30 河北吉达重工机械股份有限公司 Concrete spreader

Also Published As

Publication number Publication date
JPH07119524B2 (en) 1995-12-20

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