JPH03287981A - Tamping method of concrete and device thereof - Google Patents

Tamping method of concrete and device thereof

Info

Publication number
JPH03287981A
JPH03287981A JP8922390A JP8922390A JPH03287981A JP H03287981 A JPH03287981 A JP H03287981A JP 8922390 A JP8922390 A JP 8922390A JP 8922390 A JP8922390 A JP 8922390A JP H03287981 A JPH03287981 A JP H03287981A
Authority
JP
Japan
Prior art keywords
vibrator
separator
continuity
concrete
formwork
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
JP8922390A
Other languages
Japanese (ja)
Other versions
JPH07111097B2 (en
Inventor
Jun Nomura
潤 野村
Yasuo Inoue
康夫 井上
Toru Harigaya
張ヶ谷 徹
Kunimasa Nuno
布 邦允
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 JP2089223A priority Critical patent/JPH07111097B2/en
Publication of JPH03287981A publication Critical patent/JPH03287981A/en
Publication of JPH07111097B2 publication Critical patent/JPH07111097B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

PURPOSE:To make it possible to accomplish surely tamping operation by fixing a vibrator to the end of a separator passing through a form, and stopping a concrete placing sensor forming an electrode in the form to monitor continuity. CONSTITUTION:Concrete 2 placed in a form 1 is penetrated with a separator 6, and a vibrator 3 is fixed to horizontal end thick pipes 7 stopping to the end of the separator 6. A concrete placing sensor 4 provided with an electrode 42 exposed to the front end of the spire 41 is placed in the form 1 to stop, and continuity of the separator 6 and the concrete placing sensor 4 is monitored by a continuity monitor section 50. In addition, the vibrator 3 is started through a continuity continuance for a specific time by a control section 51 receiving the detection signal, and it stops after the elapse of a specific time. According to the constitution, tamping operation can be surely carried out.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、型枠内に打設したコンクリートにバイブレ
ータにより振動を与えて締固めるコンクリートの締固め
工法およびその装置に関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a concrete compaction method and apparatus for compacting concrete by applying vibration to concrete placed in a formwork using a vibrator.

(従来の技術) 建築物の構築に際し、型枠内に打設したコンクリートに
バイブレータにより振動を与えて締固めることは知られ
ているが、この締固めを行う際には、コンクリートの充
填状況を的確に把握する必要があり、そうしたいわゆる
コンクリートの締固めに関しては、例えばコンクリート
の充填を感知する感知器とバイブレータとを型枠に装着
し、感知器による所定時間継続の感知を受けてバイブレ
ータを作動し、これによりコンクリートの締固めを行う
ことが考えられる。
(Prior art) It is known that when constructing a building, concrete placed in a formwork is compacted by applying vibrations using a vibrator. For example, a sensor and a vibrator that detects the filling of concrete are attached to the formwork, and the vibrator is activated when the sensor detects the presence of concrete for a specified period of time. However, this may be used to compact 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
感知する感知器は、打設コンクリートに含まれる多量の
水分によって導電性を示すことを利用したものであり、
すなわち、二つの電極が若干離間されて並設された感知
部を型枠内に貫通させると共に、両電極間に電圧を印加
する構成であることから、感知部を装着するための貫通
孔を予め型枠に設けておく必要があり、感知器の装着に
は手間がかかり煩しくめんどうがあった。
(Problems to be Solved by the Invention) However, in the above method, the sensor that detects the filling of concrete utilizes the fact that the poured concrete exhibits conductivity due to the large amount of water contained in it.
In other words, since the sensing part, in which two electrodes are arranged in parallel with a slight distance, is passed through the formwork and a voltage is applied between both electrodes, a through hole for mounting the sensing part is prepared in advance. It was necessary to install the sensor in the formwork, and mounting the sensor was time-consuming and troublesome.

また、感知部の画電極が若干離間されるだけなので、散
水等の付着によって通電し、通電状態を保持するため誤
作動のおそれがあり、一方、打設完了後コンクリート面
には、感知部による凹部が残ることになり外観を損う不
都合もあった。
In addition, since the image electrodes of the sensing part are only slightly separated, there is a risk of malfunction as they become energized by adhesion of water spray, etc., and maintain the energized state. There was also an inconvenience that a recessed portion remained, impairing 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、コンクリートの充
填を的確に検知できると共に、確実な締固め作動を期待
でき、またコンクリート面を平滑にすることができるコ
ンクリートの締固め工法およびその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, can accurately detect the filling of concrete, can be expected to perform a reliable compaction operation, and can be used to clean the concrete surface. The purpose of the present invention is to provide a compaction method for concrete that can be made smooth and a device for the same.

(課題を解決するための手段) 上記目的を遠戚するため、この発明は、型枠内に打設し
たコンクリートにバイブレータにより振動を与えて締固
めるコンクリートの締固め工法において、型枠を貫通し
たセパレータ端部に係止される横端太パイプにバイブレ
ータを固定し、電極を形成する打込みセンサを型枠内に
打込んで係止し、セパレータと打込みセンサとの導通を
モニタして、導通が所定時間継続したときにバイブレー
タを起動し、そのバイブレータを所定時間経過した後に
停止することを特徴とする。
(Means for Solving the Problems) In order to achieve the above object, the present invention provides a concrete compaction method in which concrete placed in a form is vibrated by a vibrator to compact it. The vibrator is fixed to a horizontal thick pipe that is locked to the end of the separator, and the implanted sensor that forms the electrode is driven into the mold and locked, and the conduction between the separator and the implanted sensor is monitored to ensure continuity. It is characterized in that the vibrator is started when the vibrator continues for a predetermined period of time, and the vibrator is stopped after the predetermined period of time has elapsed.

また、この発明は、型枠を貫通したセパレータ端部に係
止される横端太パイプに固定されセパレータに対して電
気的な導通状態をなすバイブレータと、電極を形成して
型枠内に打込まれる打込みセンサと、セパレータと打込
みセンサとの導通をモニタする導通モニタ手段と、導通
モニタ手段の検知信号を受けその導通検知が所定時間継
続したときバイブレータを起動させ、所定時間経過した
後にバイブレータを停止させる制御手段とを備えたこと
を特徴とする。
In addition, the present invention includes a vibrator fixed to a horizontal thick pipe that is fixed to an end of a separator that penetrates the formwork and is electrically conductive to the separator, and an electrode that is formed and driven into the formwork. a driving sensor to be inserted, a continuity monitoring means for monitoring continuity between the separator and the driving sensor, a vibrator is activated when the continuity detection continues for a predetermined period of time after receiving a detection signal from the continuity monitoring device, and a vibrator is activated after a predetermined period of time has elapsed. The apparatus is characterized by comprising a control means for stopping the apparatus.

(作 用〉 以上のような工法によれば、横端太パイプに固定したバ
イブレータと電気的に接続される型枠を貫通するセパレ
ータと、型枠内に打込まれて電極を構成する打込みセン
サとが電気的に導通される。
(Function) According to the construction method described above, a separator that penetrates the formwork is electrically connected to the vibrator fixed to the horizontal thick pipe, and a sensor that is driven into the formwork and forms an electrode. are electrically connected.

すなわち、バイブレータを横端太パイプに固定し、打込
みセンサを型枠に打込むだけで装着が完了し、取扱いは
きわめて容易である。このとき、打込みセンサは型枠の
適宜部位に打込むことができ、導通対象であるセパレー
タと打込みセンサとの間隔は任意に設定できる。また、
型枠内に貫通されるのは打込みセンサの尖部なので、コ
ンクリート面をほぼ平滑にすることができる。
That is, installation is completed by simply fixing the vibrator to the horizontal thick pipe and driving the driving sensor into the formwork, making handling extremely easy. At this time, the implanted sensor can be implanted into an appropriate part of the formwork, and the distance between the separator to be electrically connected and the implanted sensor can be arbitrarily set. Also,
Since it is the tip of the placement sensor that penetrates into the formwork, the concrete surface can be made almost smooth.

また、以上のように構成すると、導通モニタ手段でセパ
レータと打込みセンサとの導通がモニタされ、その検知
信号を受ける制御手段によって、バイブレータが所定時
間の導通継続で起動され、所定時間の経過の後に停止さ
れる。
Further, with the above configuration, the continuity monitoring means monitors the continuity between the separator and the implantation sensor, and the control means that receives the detection signal starts the vibrator when continuity continues for a predetermined time, and after the predetermined time has elapsed. will be stopped.

(実 施 例) 以下、この発明の実施例を添付筒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 attached cylindrical surface.

第1図は、本発明によるコンクリートの締固め装置の好
適な一実施例を示す構成図である。
FIG. 1 is a block diagram showing a preferred embodiment of a concrete compaction apparatus according to the present invention.

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にバイブレータ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、バイブレータ3と、
打込みセンサ4と、本体5とを備えて構成されており、
本体5は、導通モニタ部50および制御部51を備えて
なる。
This concrete compaction device compacts concrete 2 placed in a formwork 1 by applying vibrations to it using a vibrator 3. Basically, the vibrator 3 and
It is composed of a driving sensor 4 and a main body 5,
The main body 5 includes a continuity monitor section 50 and a control section 51.

バイブレータ3は、制御部51に結線されると共に、そ
の取付プレート30が導通モニタ部50に結線されてお
り、型枠1を貫通したセパレータ6端部に係止される横
端太パイプ7に固定され、制御部51により作動制御さ
れる。ここで、バイブレータ3は、その取付プレート3
9が導通モニタ部50に結線されるため、横端太パイプ
7を介してセパレータ6と電気的に導通接続になり、そ
のセパレータ6が導通対象として機能する。なお、横端
太バイブ7は縦端太バイブ8と交差に組まれテオリ、第
2図は、第1図のバイブレータ3部位を■矢視した平面
図である。
The vibrator 3 is connected to a control unit 51, and its mounting plate 30 is connected to a conduction monitor unit 50, and is fixed to a horizontal thick pipe 7 that is locked to an end of a separator 6 that passes through the formwork 1. The operation is controlled by the control section 51. Here, the vibrator 3 has its mounting plate 3
9 is connected to the continuity monitor section 50, it is electrically connected to the separator 6 via the horizontal thick pipe 7, and the separator 6 functions as a conduction target. Note that the horizontal thick vibrator 7 and the vertical thick vibrator 8 are assembled in a crosswise manner. FIG. 2 is a plan view of the vibrator 3 portion of FIG. 1 as seen from the arrow.

打込みセンサ4は、第3図に拡大して示すように、セン
サ本体40から釘状の尖部41が突出されると共に、そ
の尖部41内に電極42が挿通されており、この電極4
2は尖部41の先端において露出され、導通モニタ部5
0に結線される。打込みセンサ4を、釘状の電極42自
体で構成しても良い。なお、センサ本体40は、木づち
9等による打込み打力に耐え得る強度とされており、尖
部41を型枠1に打込むことで係止される。また、バイ
ブレータ3が作動状態にあることを示すLEDなどによ
る表示部43がセンサ本体40の適宜部位に配され、制
御部51に結線される。
As shown in an enlarged view in FIG. 3, the implanted sensor 4 has a nail-shaped tip 41 protruding from the sensor body 40, and an electrode 42 inserted into the tip 41.
2 is exposed at the tip of the apex 41, and the continuity monitor section 5
Wired to 0. The implant sensor 4 may be constructed of the nail-shaped electrode 42 itself. The sensor main body 40 is strong enough to withstand the driving force of a mallet 9 or the like, and is locked by driving the tip 41 into the formwork 1. Further, a display section 43 such as an LED indicating that the vibrator 3 is in an operating state is disposed at an appropriate location on the sensor body 40 and connected to the control section 51 .

導通モニタ部50では、セパレータ6と電極42との間
に電圧を印加して導通の有無を検知しており、導通の検
知信号は制御部51に送られる。
The continuity monitor section 50 applies a voltage between the separator 6 and the electrode 42 to detect the presence or absence of continuity, and a continuity detection signal is sent to the control section 51 .

すなわち、導通モニタ部50は、セパレータ6と打込み
センサ4との導通をモニタする導通モニタ手段をなす。
That is, the continuity monitor section 50 serves as a continuity monitor means for monitoring the continuity between the separator 6 and the implant sensor 4.

第4図は、制御部51の制御作動を説明するフローチャ
ートである。
FIG. 4 is a flowchart illustrating the control operation of the control section 51.

制御部51では、導通モニタ部50の検知信号を受け(
Sl)、その導通検知が所定時間継続したとき(S2.
YES)バイブレータ3を起動させ(S3)、そのバイ
ブレータ3の作動状況を示す表示部43を点灯する(S
4)。そして、所定時間経過した後に(S5.YES)
当該バイブレータ3を停止させ(S6)、表示部43を
消灯する(S7)。すなわち、制御部51は、バイブレ
ータ3の作動を制御する制御手段をなす。
The control unit 51 receives the detection signal from the continuity monitor unit 50 (
Sl), when the continuity detection continues for a predetermined time (S2.
YES) Start the vibrator 3 (S3), and light up the display section 43 indicating the operating status of the vibrator 3 (S3).
4). Then, after a predetermined period of time has passed (S5. YES)
The vibrator 3 is stopped (S6), and the display section 43 is turned off (S7). That is, the control unit 51 serves as a control means for controlling the operation of the vibrator 3.

さて、本発明にかかるコンクリートの締固め工法は、上
述したコンクリートの締固め装置を適用することで実施
される。すなわち、型枠1内に打設したコンクリート2
にバイブレータ3により振動を与えて締固めるコンクリ
ートの締固め工法において、型枠1を貫通したセパレー
タ6端部に係止される横端太バイブ7にバイブレータ3
を固定する。そして、尖部41の先端に露出した電極4
2を有する打込みセンサ4を型枠1に打込んで係止し、
セパレータ6と打込みセンサ4との導通をモニタする。
Now, the concrete compaction method according to the present invention is carried out by applying the above-described concrete compaction apparatus. In other words, concrete 2 poured into formwork 1
In a concrete compaction method in which concrete is compacted by applying vibrations with a vibrator 3, the vibrator 3 is attached to a horizontal thick vibrator 7 that is fixed to the end of a separator 6 that penetrates the formwork 1.
to be fixed. The electrode 4 exposed at the tip of the apex 41
2 is driven into the formwork 1 and locked,
Continuity between the separator 6 and the implant sensor 4 is monitored.

ここで、導通が所定時間継続した場合にバイブレータ3
を起動し、さらに、そのバイブレータ3を所定時間経過
した後に停止する。
Here, if the conduction continues for a predetermined time, the vibrator 3
The vibrator 3 is started, and the vibrator 3 is stopped after a predetermined period of time has elapsed.

したがって、このような工法によれば、横端太バイブ7
に固定したバイブレータ3がこれと電気的に接続される
型枠1を貫通するセパレータ6と、型枠1に打込まれた
打込みセンサ4の尖部41の先端に露出した電極42と
が電気的に導通される。
Therefore, according to this construction method, the horizontal thick vibe 7
A separator 6 passing through the formwork 1 to which the vibrator 3 fixed to the separator 3 is electrically connected, and an electrode 42 exposed at the tip of the tip 41 of the driving sensor 4 driven into the formwork 1 are electrically connected. conducts to.

すなわち、バイブレータ3を横端太バイブ7に固定し、
打込みセンサ4を型枠1に打込むだけで装着することが
でき、取扱いはきわめて容易であって、操作性に優れる
。このとき、打込みセンサ4は型枠1の適宜部位に打込
むことができ、セパレータ6と打込みセンサ4との間隔
は任意に設定することができる。このため、散水等の程
度では通電しないようにすることができ、誤作動の防止
を図れる。
That is, the vibrator 3 is fixed to the horizontal thick vibrator 7,
The driving sensor 4 can be installed by simply driving it into the formwork 1, and is extremely easy to handle and has excellent operability. At this time, the driving sensor 4 can be driven into an appropriate part of the formwork 1, and the distance between the separator 6 and the driving sensor 4 can be set arbitrarily. Therefore, it is possible to prevent energization even when water is being sprinkled, etc., and malfunctions can be prevented.

また、型枠1内に貫通されるのは打込みセンサ4の尖部
41であり、その実部41が釘状なので、コンクリート
2の表面を平滑にすることができ、外観を損うことがな
い。
Moreover, it is the sharp part 41 of the driving sensor 4 that penetrates into the formwork 1, and the real part 41 is nail-shaped, so that the surface of the concrete 2 can be made smooth and the appearance will not be spoiled.

一方、前述の構成によれば、導通モニタ部50でセパレ
ータ6と打込みセンサ4との導通がモニタされ、その検
知信号を受ける制御部51によって、所定時間の導通継
続でバイブレータ3か起動になり、所定時間の経過の後
に停止になる。すなわち、コンクリート2が現実に打設
された場合には導通が継続になるので、所定時間の導通
継続をもってコンクリート2の充填を的確に検知できる
ことになり、このとき、バイブレータ3が起動になり、
所定時間の経過の後に停止になるので、確実な締固め作
動後行なわせることができる。しかも、そうした作動の
全てを自動化できる。
On the other hand, according to the above-mentioned configuration, the continuity monitor unit 50 monitors the continuity between the separator 6 and the implantation sensor 4, and the control unit 51 that receives the detection signal activates the vibrator 3 when the continuity continues for a predetermined time. It will stop after a predetermined period of time has elapsed. In other words, when the concrete 2 is actually poured, the conduction continues, so filling of the concrete 2 can be accurately detected by continuing the conduction for a predetermined period of time, and at this time, the vibrator 3 is activated.
Since the machine stops after a predetermined period of time has elapsed, it is possible to carry out the compaction operation after a reliable compaction operation. Moreover, all such operations can be automated.

また、打込みセンサ4が前述したような簡単な構成にな
っているので、小型化でき、取扱い性を向上できる。
Further, since the driving sensor 4 has a simple structure as described above, it can be miniaturized and the ease of handling can be improved.

(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
コンクリートの締固め工法およびその装置によれば、バ
イブレータを横端太バイブに固定し、打込みセンサを型
枠に打込むだけで装着することができ、取扱いはきわめ
て容易であって、操作性に優れる。また、打込みセンサ
の打込み位置によってセパレータと打込みセンサとの間
隔が任意に設定することができるので、散水程度では通
電しないものとでき、誤作動の防止を図れる。そして、
型枠を貫通されるのは打込みセンサの尖部なので、コン
クリート面を平滑にすることができる。
(Effects of the Invention) As explained in detail in the embodiments above, according to the concrete compaction method and device according to the present invention, the vibrator is fixed to the horizontal thick vibrator, and the driving sensor is driven into the formwork. It can be installed by itself, is extremely easy to handle, and has excellent operability. Further, since the distance between the separator and the driving sensor can be arbitrarily set depending on the driving position of the driving sensor, it is possible to prevent energization even when water is sprinkled, and malfunction can be prevented. and,
Since it is the tip of the placement sensor that penetrates the formwork, the concrete surface can be made smooth.

一方、コンクリートが実際に打設された場合に導通が継
続になるので、所定時間の導通継続をもってコンクリー
トの充填を的確に検知できることになり、このときバイ
ブレータが起動され、所定時間の経過の後に停止される
ので、確実な締固め作動を達成することができる。
On the other hand, since continuity continues when concrete is actually placed, it is possible to accurately detect the filling of concrete if continuity continues for a predetermined period of time.At this time, the vibrator is started and stopped after a predetermined period of time. Therefore, reliable compaction operation can be achieved.

【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図に示す打込みセ
ンサ部位の拡大図、第4図は制御部の制御作動を説明す
るフローチャートである。 1・・・・・・型枠2 ・−・−・コンクリート3・・
・・・・バイブレータ   4・・・・・・打込みセン
サ6・・・・・・セパレータ    7・・・・・・横
端太ノくイブ42・・・電極 50・・・導通モニタ手段(導通モニタ部)51・・・
制御手段(制御部)
FIG. 1 is a configuration diagram showing one embodiment of the present invention, and FIG.
FIG. 3 is an enlarged view of the drive sensor portion shown in FIG. 1, and FIG. 4 is a flowchart illustrating the control operation of the control section. 1・・・・・・Formwork 2 ・−・−・Concrete 3・・
... Vibrator 4 ... Drive sensor 6 ... Separator 7 ... Thick side end notch 42 ... Electrode 50 ... Continuity monitor means (continuity monitor Part) 51...
Control means (control unit)

Claims (2)

【特許請求の範囲】[Claims] (1)型枠内に打設したコンクリートにバイブレータに
より振動を与えて締固めるコンクリートの締固め工法に
おいて、型枠を貫通したセパレータ端部に係止される横
端太パイプにバイブレータを固定し、電極を形成する打
込みセンサを型枠内に打込んで係止し、上記セパレータ
と上記打込みセンサとの導通をモニタして、導通が所定
時間継続したときにバイブレータを起動し、そのバイブ
レータを所定時間経過した後に停止することを特徴とす
るコンクリートの締固め工法。
(1) In a concrete compaction method in which concrete placed in a formwork is compacted by applying vibrations with a vibrator, a vibrator is fixed to a horizontal thick pipe that is latched to the end of a separator that penetrates the formwork, The implanted sensor that forms the electrode is implanted into the mold and locked, the conduction between the separator and the implanted sensor is monitored, and when the electrical continuity continues for a predetermined period of time, a vibrator is activated, and the vibrator is operated for a predetermined period of time. A concrete compaction method that is characterized by stopping after a certain period of time has elapsed.
(2)型枠を貫通したセパレータ端部に係止される横端
太パイプに固定され上記セパレータに対して電気的な導
通状態をなすバイブレータと、電極を形成して型枠内に
打込まれる打込みセンサと、上記セパレータと上記打込
みセンサとの導通をモニタする導通モニタ手段と、該導
通モニタ手段の検知信号を受けその導通検知が所定時間
継続したときバイブレータを起動させ、所定時間経過し
た後に該バイブレータを停止させる制御手段とを備えた
ことを特徴とするコンクリートの締固め装置。
(2) A vibrator is fixed to a horizontal thick pipe that is fixed to the end of the separator that penetrates the formwork and is electrically connected to the separator, and an electrode is formed and driven into the formwork. a driving sensor; a continuity monitoring means for monitoring continuity between the separator and the driving sensor; a vibrator is activated when the continuity detection continues for a predetermined period of time in response to a detection signal from the continuity monitoring device; A concrete compaction device characterized by comprising a control means for stopping a vibrator.
JP2089223A 1990-04-05 1990-04-05 Concrete compaction method and its equipment Expired - Fee Related JPH07111097B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2089223A JPH07111097B2 (en) 1990-04-05 1990-04-05 Concrete compaction method and its equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2089223A JPH07111097B2 (en) 1990-04-05 1990-04-05 Concrete compaction method and its equipment

Publications (2)

Publication Number Publication Date
JPH03287981A true JPH03287981A (en) 1991-12-18
JPH07111097B2 JPH07111097B2 (en) 1995-11-29

Family

ID=13964734

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2089223A Expired - Fee Related JPH07111097B2 (en) 1990-04-05 1990-04-05 Concrete compaction method and its equipment

Country Status (1)

Country Link
JP (1) JPH07111097B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04363468A (en) * 1991-06-11 1992-12-16 Ekusen Kk Method of compacting concrete and device therefor
JP2015180801A (en) * 2015-05-07 2015-10-15 佐藤工業株式会社 Resistance value measurement formwork for placed concrete

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6447481A (en) * 1987-08-13 1989-02-21 Hikoma Seisakusho Kk Vibration apparatus

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6447481A (en) * 1987-08-13 1989-02-21 Hikoma Seisakusho Kk Vibration apparatus

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04363468A (en) * 1991-06-11 1992-12-16 Ekusen Kk Method of compacting concrete and device therefor
JP2015180801A (en) * 2015-05-07 2015-10-15 佐藤工業株式会社 Resistance value measurement formwork for placed concrete

Also Published As

Publication number Publication date
JPH07111097B2 (en) 1995-11-29

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