JPH07280716A - Slump test measuring device - Google Patents

Slump test measuring device

Info

Publication number
JPH07280716A
JPH07280716A JP6850794A JP6850794A JPH07280716A JP H07280716 A JPH07280716 A JP H07280716A JP 6850794 A JP6850794 A JP 6850794A JP 6850794 A JP6850794 A JP 6850794A JP H07280716 A JPH07280716 A JP H07280716A
Authority
JP
Japan
Prior art keywords
detecting means
slump
concrete
light
test
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.)
Pending
Application number
JP6850794A
Other languages
Japanese (ja)
Inventor
Harunori Yasojima
治典 八十島
Toru Shinozaki
徹 篠崎
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.)
Toda Corp
Original Assignee
Toda 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 Toda Corp filed Critical Toda Corp
Priority to JP6850794A priority Critical patent/JPH07280716A/en
Publication of JPH07280716A publication Critical patent/JPH07280716A/en
Pending legal-status Critical Current

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  • Length Measuring Devices By Optical Means (AREA)

Abstract

PURPOSE:To enable the real-time measurement of the test result of the slump value or the like by disposing height detecting means for flowable concrete vertically and horizontal position detecting means for flowable concrete horizontally. CONSTITUTION:When concrete 18 in truncated cone shape flows out spreading around by its fluidity and at the same time the top part is also lowered, the intercepted state of infrared rays is shifted to the non-intercepted state successively between projectors 2 and light receivers 4 lined up vertically. The slump value is computed from this change by a height computing program in an arithmetic processing unit. With the spread of concrete 18, the infrared rays are intercepted one after another between the projectors 2 and light receivers 4 of X-Y direction position detecting means 8, 9. In the arithmetic processing unit, the time when each infrared ray is intercepted is clocked and displayed. The result of a slump test can be thus known real time immediately after the test.

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、コンクリートのスラン
プ値およびスランプフロー値を測定する測定装置に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a measuring device for measuring slump value and slump flow value of concrete.

【0002】[0002]

【従来の技術】従来、コンクリートのワーカビリティー
を測定するには、鉄製の平板上に円錐台状のスランプコ
ーンを置いて、そのコーンの中に試験対象のコンクリー
トを充填し、前記スランプコーンの側面に設けられた取
っ手を引き上げて当該コーンを抜く。
2. Description of the Related Art Conventionally, in order to measure the workability of concrete, a slump cone having a truncated cone shape is placed on an iron flat plate, the concrete to be tested is filled in the cone, and the side surface of the slump cone is filled with the concrete. Pull up the handle provided and pull out the cone.

【0003】そして、前記コンクリートの頂部の下がっ
た値をスランプ値とし、また、前記平板上に所定の間隔
で描かれた複数の同心円に対してのコンクリートの広が
りをストップウォッチなどで一定時間毎に計測して、ス
ランプフローの時間と広がりの関係を求めていた。ま
た、コンクリートの広がりを上方向からビデオテープレ
コーダ等で撮影して、試験終了後に、ビデオを再生して
スランプフローの解析をすることなども知られている。
Then, a value obtained by lowering the top of the concrete is used as a slump value, and the spread of the concrete with respect to a plurality of concentric circles drawn at a predetermined interval on the flat plate is measured with a stopwatch or the like at regular intervals. It was measured and the relationship between the time and the spread of the slump flow was sought. It is also known that the spread of concrete is photographed from above with a video tape recorder or the like, and after the test is finished, the video is reproduced to analyze the slump flow.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上述の
ようなスランプ値の測定やスランプフローの測定の方法
では、コンクリートの様子を目で見ながら、かつ、スト
ップウォッチで時間を図らなければならず、少なくとも
測定員が二人必要であって手間が掛かり、しかも正確さ
に欠けると言う問題点があった。更に、高流動性コンク
リートにおいては前記スランプフロー値が主要な試験方
法となっているが、試験結果を図表にプロットしたり、
ビデオから時間と広がりを解析したりするので、直ちに
かつ正確に得ることができないと言う問題点があった。
However, in the method of measuring the slump value and the slump flow as described above, it is necessary to check the state of the concrete with the eyes and to measure the time with the stopwatch, At least two measuring personnel are required, which is troublesome and lacks accuracy. Furthermore, in high fluidity concrete, the slump flow value is the main test method, but the test results can be plotted in a chart,
Since the time and spread are analyzed from the video, there is a problem that it cannot be obtained immediately and accurately.

【0005】このように、従来のスランプ値及びスラン
プフロー値の測定方法においては、測定に掛かる手間と
正確さの点において解決すべき課題を有していた。本発
明は、上記の課題に鑑みてなされたもので、スランプ値
等の試験結果をリアルタイムで正確に得られる測定装置
の提供を目的とする。
As described above, the conventional methods for measuring the slump value and the slump flow value have problems to be solved in terms of labor and accuracy required for the measurement. The present invention has been made in view of the above problems, and an object of the present invention is to provide a measuring device that can accurately obtain a test result such as a slump value in real time.

【0006】[0006]

【課題を解決するための手段】本発明の上記課題を解決
し上記目的を達成するための要旨は、鉛直方向に配設さ
れ流動性コンクリートの高さを検出する高さ検出手段
と、水平方向に配設され前記流動性コンクリートの水平
方向の位置を検出する位置検出手段と、前記高さ検出手
段によりスランプ値を算出すると共に、前記位置検出手
段によりスランプフローを測定する演算処理手段とを設
けたことである。
Means for solving the above-mentioned problems of the present invention and achieving the above-mentioned objects are as follows: Height detecting means for vertically detecting the height of fluid concrete; Position detecting means for detecting the horizontal position of the fluid concrete and arithmetic processing means for calculating the slump value by the height detecting means and measuring the slump flow by the position detecting means. That is.

【0007】また、前記高さ検出手段と位置検出手段
は、投光器を所定間隔で列設した投光装置と、受光器を
前記間隔と同間隔で列設した受光装置とを、前記投光器
と受光器とを各々対応させて対向配置してなることであ
る。
Further, the height detecting means and the position detecting means receive a light projecting device in which light projectors are arranged at a predetermined interval and a light receiving device in which light receivers are arranged at the same interval as the light projector. It is to be arranged so as to correspond to each other.

【0008】[0008]

【作用】本発明のスランプ試験の測定装置によれば、試
験終了後に、リアルタイムでスランプ値とスランプフロ
ーの結果が求められ、ディスプレイなどの表示装置に表
示することが可能となる。
According to the slump test measuring device of the present invention, the slump value and the slump flow result can be obtained in real time after the test is completed and can be displayed on a display device such as a display.

【0009】[0009]

【実施例】次に、本発明に係る一実施例について図面を
参照して詳細に説明する。図1乃至図2は、本発明に係
るスランプ試験の測定装置1の概略構成図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, one embodiment according to the present invention will be described in detail with reference to the drawings. 1 and 2 are schematic configuration diagrams of a measuring device 1 for a slump test according to the present invention.

【0010】前記測定装置1は、測定装置1の框体にお
いて、鉛直方向に所定間隔(例えば、10mm)毎に投
光器2を列設した投光装置3と、同じく鉛直方向に前記
所定間隔と同間隔で受光器4を列設した受光装置5と
が、対向配置になされて設られている。前記投光装置3
と受光装置5とで高さ検出手段7が構成されている。
The measuring device 1 is the same as the light projecting device 3 in which the projectors 2 are arranged in a row in the frame of the measuring device 1 at a predetermined interval (for example, 10 mm) in the vertical direction and the predetermined interval in the vertical direction. A light receiving device 5 in which light receivers 4 are arranged in a row is provided so as to face each other. The light projecting device 3
The height detecting means 7 is configured by the light receiving device 5 and the light receiving device 5.

【0011】また、同様の構成によって、投光器2を列
設した投光装置3及び受光器4を列設した受光装置5を
水平方向に対向配置で配設してX方向の位置検出手段8
と、Y方向の位置検出手段9が各々形成されて前記測定
装置1の框体に設けられている。なお、受光器4を列設
した受光装置5は、測定装置1の平板19の下側に装着
若しくは埋設される構成となり、前記平板19は赤外線
等の透過の障害にならないように透明体であることが必
要である。
Further, with the same structure, a light projecting device 3 in which the light projecting device 2 is arranged in a row and a light receiving device 5 in which the light receiving device 4 is arranged in a row are arranged so as to face each other in the horizontal direction, and the position detecting means 8 in the X direction is arranged.
And Y-direction position detecting means 9 are respectively formed and provided on the frame of the measuring device 1. The light receiving device 5 having the light receivers 4 arranged in a row is mounted or embedded under the flat plate 19 of the measuring device 1, and the flat plate 19 is a transparent body so as not to obstruct the transmission of infrared rays and the like. It is necessary.

【0012】前記投光装置3若しくは受光装置5におけ
る細部の構成は、図4乃至図5に示すように、全体に細
長く断面コ字状の、アルミ製若しくはステンレス製その
他の金属製またはプラスチック製の保護ケース10と、
前記保護ケース10の凹溝に内包される投光器2(若し
くは受光器4)と、該投光器2等の前面側を覆ってゴミ
等の付着を防止するように前記保護ケース10に着脱自
在に装着される透明なプラスチック製若しくはガラス製
の前面カバー11と、前記投光器2等に一端が接続され
他端がインターフェース12を介して演算処理装置6に
電気的接続されるケーブル13とから構成されている。
As shown in FIGS. 4 to 5, the detailed structure of the light projecting device 3 or the light receiving device 5 is made of aluminum or stainless steel or other metal or plastic, which is elongated and has a U-shaped cross section. A protective case 10,
The light projector 2 (or the light receiver 4) included in the concave groove of the protective case 10 and the detachable mount to the protective case 10 so as to cover the front side of the light projector 2 and the like to prevent dust and the like from adhering. The front cover 11 is made of transparent plastic or glass, and the cable 13 has one end connected to the projector 2 and the like and the other end electrically connected to the arithmetic processing unit 6 through the interface 12.

【0013】そして、対向配置になされた各1対の投光
器2と受光器4との間には、例えば赤外線が照射されて
いる。よって、コンクリート等の障害物が前記投光器2
と受光器4との間に存在すれば、前記赤外線が遮断さ
れ、前記障害物が存在しなければ赤外線は遮断されな
い。
Infrared rays, for example, are radiated between the pair of light projectors 2 and the light receivers 4 which are arranged to face each other. Therefore, the obstacles such as concrete are blocked by the floodlight 2
If there is an obstacle, the infrared ray is blocked, and if there is no obstacle, the infrared ray is not blocked.

【0014】この赤外線が遮断されたか否かが前記ケー
ブル13及びインターフェース12を介して電気的信号
にして演算処理手段としての演算処理装置6に伝達さ
れ、前記コンクリートなどの障害物の高さが算出される
ようになされている。
Whether or not the infrared rays are blocked is transmitted as an electrical signal through the cable 13 and the interface 12 to the arithmetic processing unit 6 as arithmetic processing means, and the height of the obstacle such as concrete is calculated. It is designed to be done.

【0015】また、図5に示すように、投光装置3と受
光装置5による検出幅は、保護ケース10の長さと投光
器2及び受光器4の列設の数を任意に設定することで、
変更することが可能となる。
Further, as shown in FIG. 5, the detection width by the light projecting device 3 and the light receiving device 5 is set by arbitrarily setting the length of the protective case 10 and the number of the light projecting devices 2 and the light receiving devices 4 arranged in series.
It is possible to change.

【0016】次に、前記演算処理装置(CPUと略記す
る)6は、図6に示すように、各インターフェース12
が接続されている他に、測定結果表示用のディスプレイ
14やプリンター15が接続され、また測定する際の時
間的基準用としてタイマー16が接続されている。
Next, the arithmetic processing unit (abbreviated as CPU) 6 is provided with each interface 12 as shown in FIG.
In addition to that, a display 14 for displaying the measurement result and a printer 15 are connected, and a timer 16 is connected as a time reference for measurement.

【0017】また、前記CPU6には、スランプ試験に
おけるスランプコーン17の高さと、高さ検出手段7に
おける列設された投光器2の所定間隔の数値が入力され
て、前記スランプコーン17の引き上げて流動性コンク
リートのフローが安定した段階で、鉛直方向において何
番目の投光器2と受光器4との間で始めて赤外線が非遮
断されたかによりコンクリート18の高さを求め、前記
スランプコーン17の高さとの差を演算して求めて、こ
の差の数値をスランプ値として表示するか、または他の
方法として、遮断状態から非遮断状態に変化した投光器
2若しくは受光器4の全間隔を直接スランプ値とするよ
うなプログラムが組み込まれている。
Further, the CPU 6 is inputted with the height of the slump cone 17 in the slump test and the numerical value of the predetermined interval of the projectors 2 arranged in a line in the height detecting means 7, and the slump cone 17 is pulled up to flow. When the flow of the heat-resistant concrete is stable, the height of the concrete 18 is determined depending on the number of the light emitter 2 and the light receiver 4 in the vertical direction that the infrared ray is not blocked, and the height of the concrete 18 is calculated. The difference is calculated and displayed, and the numerical value of this difference is displayed as a slump value, or, as another method, the entire interval of the projector 2 or the light receiver 4 that has changed from the cutoff state to the non-cutoff state is directly set as the slump value. Such a program is incorporated.

【0018】上記スランプ値測定用のプログラムとは別
にして、前記X方向の位置検出手段8と、Y方向の位置
検出手段9により、スランプコーン17を引き上げた後
に、X方向若しくはY方向に流れて広がるコンクリート
18によって各投光器2と受光器4との間で照射されて
いた赤外線等が遮断されたか否かを、タイマー16によ
って所定時間毎に判別したり、若しくは赤外線が遮断さ
れた時の時間を記録して、その様子を図7に示すような
グラフにして表示するプログラムが前記CPU6に組み
込まれている。
Separately from the program for measuring the slump value, the slump cone 17 is pulled up by the position detecting means 8 in the X direction and the position detecting means 9 in the Y direction, and then flows in the X direction or the Y direction. Whether or not the infrared rays radiated between the projectors 2 and the light receivers 4 are blocked by the spread concrete 18 is determined by the timer 16 at predetermined time intervals, or the time when the infrared rays are blocked. Is stored in the CPU 6, and a program for recording the above and displaying the state as a graph as shown in FIG. 7 is incorporated in the CPU 6.

【0019】このようなスランプ試験の測定装置1の概
略イメージを斜視図で示すと、図3に示すようになる。
なお、高さ検出手段7は省略して記載してある。
A schematic image of the measuring device 1 for such a slump test is shown in a perspective view in FIG.
The height detecting means 7 is omitted in the description.

【0020】以上に説明した本発明のスランプ試験の測
定装置1の使用方法を説明すると、平板19の所定の位
置にスランプコーン17を置いて、スランプ試験をしよ
うとする対象の高流動性コンクリートを前記コーン17
の中に充填する。
The method of using the slump test measuring apparatus 1 of the present invention as described above will be explained. A slump cone 17 is placed at a predetermined position on a flat plate 19 and a high-fluidity concrete to be subjected to the slump test is set. The cone 17
Fill in.

【0021】次に、測定装置1の操作盤から操作して高
さ検出手段7とX方向の位置検出手段8とY方向の位置
検出手段9の各投光器2と受光器4との間に赤外線を照
射する。
Next, by operating the operation panel of the measuring device 1, infrared rays are emitted between the height detecting means 7, the X-direction position detecting means 8 and the Y-direction position detecting means 9 between the respective projectors 2 and the light receivers 4. Irradiate.

【0022】そして、前記スランプコーン17を引き上
げる。すると円錐台形状であったコンクリート18が、
その流動性によって周囲に広がって流れ出し、同時に頂
上部も下がっていく。
Then, the slump cone 17 is pulled up. Then, the concrete 18 which was a truncated cone shape,
Due to its fluidity, it spreads out around and flows out, and at the same time, the top also descends.

【0023】高さ検出手段7においては、当初スランプ
コーン17の上に位置する投光器2と受光器4との間で
は、照射された赤外線が遮断されることがない。そし
て、コンクリート18の頂上部が次第に下がっていくに
従って、鉛直方向に列設された投光器2と受光器4との
間で、順に、赤外線の遮断状態から非遮断状態と移行す
る。
In the height detecting means 7, the emitted infrared rays are not blocked between the light projector 2 and the light receiver 4 which are initially located on the slump cone 17. Then, as the top of the concrete 18 is gradually lowered, the infrared ray blocking state is sequentially changed from the infrared blocking state to the non-blocking state between the projector 2 and the light receiver 4 which are vertically arranged.

【0024】この照射された赤外線の遮断・非遮断の状
態変化により、演算処理装置6における高さ算出用のプ
ログラムでスランプ値を算出する。
The slump value is calculated by the height calculation program in the arithmetic processing unit 6 based on the change in the cut-off / non-cut state of the irradiated infrared rays.

【0025】次に、コンクリート18のX方向とY方向
のスランプフローの測定では、コンクリート18の広が
りによって、次々とX方向の位置検出手段8の投光器2
と受光器4との間で赤外線が遮断され、同様にY方向に
おいてもY方向の位置検出手段9の投光器2と受光器4
との間で赤外線が遮断される。
Next, in the measurement of the slump flow of the concrete 18 in the X and Y directions, the spread of the concrete 18 causes the projector 2 of the position detecting means 8 in the X direction to successively move.
Infrared rays are blocked between the light receiving device 4 and the light receiving device 4, and similarly in the Y direction, the light emitting device 2 and the light receiving device 4 of the position detecting means 9 in the Y direction.
Infrared is blocked between and.

【0026】そして、演算処理装置6において、各々の
赤外線が遮断された時の時間を測定して、この時間と赤
外線が遮断された1対の投光器2及び受光器4の配置位
置を対応させることで、図7に示す特性曲線が作成され
る。
Then, in the arithmetic processing unit 6, the time when each infrared ray is blocked is measured, and this time is made to correspond to the arrangement position of the pair of the projector 2 and the light receiver 4 where the infrared ray is blocked. Then, the characteristic curve shown in FIG. 7 is created.

【0027】前記スランプ値とスランプフロー値が例え
ばディスプレイ14やプリンター15に出力されて表示
される。
The slump value and the slump flow value are output to and displayed on the display 14 and the printer 15, for example.

【0028】こうして、スランプ試験の結果が試験直後
にリアルタイムで知ることができるようになったもので
ある。また、スランプフローにおける広がりの測定が、
人手によることなく自動測定となり精度良くかつ正確性
が向上したものである。
Thus, the result of the slump test can be known in real time immediately after the test. Also, the measurement of spread in slump flow is
It is an automatic measurement without manual labor, which is accurate and improved in accuracy.

【0029】本発明のスランプ試験の測定装置1の他の
実施例として、図8に示すように、前記平板19の材質
を鉄製として、前記X,Y方向の位置検出手段8,9の
受光器4を列設した受光装置5に赤外線が到達するよう
に、少なくとも赤外線が通過するに必要なスリット20
(約5〜10mm程度)を設け、平板19の下側に受光
装置5を装着すると共に、前記スリット20に透明なプ
ラスチック製又はガラス製の蓋21を嵌着する。
As another embodiment of the measuring apparatus 1 for the slump test of the present invention, as shown in FIG. 8, the flat plate 19 is made of iron and the photodetectors of the position detecting means 8 and 9 in the X and Y directions. The slits 20 necessary for at least the infrared rays to pass therethrough so that the infrared rays reach the light receiving device 5 in which 4 are arranged.
(About 5 to 10 mm) is provided, the light receiving device 5 is mounted on the lower side of the flat plate 19, and a transparent plastic or glass lid 21 is fitted into the slit 20.

【0030】このようにすることで、平板19の略全体
を鉄製として繰り返しの使用に耐えるものとすることが
できる。
By doing so, substantially the entire flat plate 19 can be made of iron and can be used repeatedly.

【0031】また、対向配置にした投光装置3と受光装
置5は、図示した一例に限らず互いに入れ替えた状態で
対向配置にしてもよいのは勿論である。
Further, the light projecting device 3 and the light receiving device 5, which are arranged opposite to each other, are not limited to the example shown in the figure, and may be arranged opposite to each other in a state where they are replaced with each other.

【0032】更に、スランプコーン17を自動的に持ち
上げる装置として、スランプコーン17の上部を把持す
る若しくは吸着する掴み部と、該掴み部をプランジャー
やジャッキ等で昇降させる、若しくは、てこ作用で持ち
上げる昇降手段と、該昇降手段用の駆動装置とからなる
自動持ち上げ装置を設けることもできる。
Further, as a device for automatically lifting the slump cone 17, a gripping part for gripping or adsorbing the upper part of the slump cone 17 and a vertical movement of the gripping part with a plunger, a jack, etc., or lifting by a lever action. It is also possible to provide an automatic lifting device comprising a lifting means and a drive device for the lifting means.

【0033】[0033]

【発明の効果】以上説明したように、本発明のスランプ
試験の測定装置は、鉛直方向に配設され流動性コンクリ
ートの高さを検出する高さ検出手段と、水平方向に配設
され前記流動性コンクリートの水平方向の位置を検出す
る位置検出手段と、前記高さ検出手段によりスランプ値
を算出すると共に、前記位置検出手段によりスランプフ
ローを測定する演算処理手段とを設けてなるもので、ス
ランプ値とスランプフロー値を正確にかつリアルタイム
に求めることができて、作業能率が向上すると言う優れ
た効果を奏する。
As described above, the measuring device for the slump test according to the present invention comprises the height detecting means arranged in the vertical direction for detecting the height of the flowable concrete, and the flow detecting means arranged in the horizontal direction. Detecting means for detecting the horizontal position of the reinforced concrete, and arithmetic processing means for calculating the slump value by the height detecting means and measuring the slump flow by the position detecting means. It is possible to obtain the value and the slump flow value accurately and in real time, and there is an excellent effect that the work efficiency is improved.

【0034】前記高さ検出手段と位置検出手段は、投光
器を所定間隔で列設した投光装置と、受光器を前記間隔
と同間隔で列設した受光装置とを、前記投光器と受光器
とを各々対応させて対向配置したものであるので、高流
動性コンクリートの広がりを簡易な装置で容易に求める
ことができると言う優れた効果を奏する。
The height detecting means and the position detecting means include a light emitting device in which light emitting devices are arranged in a row at a predetermined interval, and a light receiving device in which light receiving devices are arranged in the same distance as the light emitting device and the light receiving device. Since they are arranged so as to correspond to each other, it is possible to easily obtain the spread of the high-fluidity concrete with a simple device.

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

【図1】本発明に係るスランプ試験の測定装置の概略構
成を示す正面図である。
FIG. 1 is a front view showing a schematic configuration of a measuring device for a slump test according to the present invention.

【図2】同スランプ試験の測定装置の平面図である。FIG. 2 is a plan view of a measuring device for the slump test.

【図3】同スランプ試験の測定装置の概略斜視図であ
る。
FIG. 3 is a schematic perspective view of a measuring device for the slump test.

【図4】投光器若しくは受光器を列設した投光装置もし
くは受光装置の分解組立斜視図である。
FIG. 4 is an exploded perspective view of a light emitting device or a light receiving device in which a light emitting device or a light receiving device are arranged in a line.

【図5】投光装置と受光装置を対向配置にした状態の正
面図である。
FIG. 5 is a front view showing a state in which a light projecting device and a light receiving device are arranged to face each other.

【図6】本発明のスランプ試験の測定装置の構成ブロッ
ク図である。
FIG. 6 is a configuration block diagram of a slump test measuring device of the present invention.

【図7】時間とコンクリートの広がりの様子を示すスラ
ンプフローの特性曲線図である。
FIG. 7 is a characteristic curve diagram of slump flow showing the spread of time and concrete.

【図8】本発明の他の実施例に係る一部拡大縦断面図で
ある。
FIG. 8 is a partially enlarged vertical sectional view according to another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 スランプ試験の測定装置、 2 投光器、 3 投光装置、 4 受光器、 5 受光装置、 6 演算処理装置、 7 高さ検出手段、 8 X方向の位置検出手段、 9 Y方向の位置検出手段、 10 保護ケース、 11 前面カバー、 12a,b,c インターフェース、 13 ケーブル、 14 ディスプレイ、 15 プリンター、 16 タイマー、 17 スランプコーン、 18 コンクリート、 19 平板、 20 スリット、 21 蓋。 1 slump test measuring device, 2 light emitter, 3 light emitter, 4 light receiver, 5 light receiver, 6 arithmetic processing device, 7 height detecting means, 8 X direction position detecting means, 9 Y direction position detecting means, 10 protective case, 11 front cover, 12a, b, c interface, 13 cable, 14 display, 15 printer, 16 timer, 17 slump cone, 18 concrete, 19 flat plate, 20 slit, 21 lid.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 鉛直方向に配設され流動性コンクリート
の高さを検出する高さ検出手段と、水平方向に配設され
前記流動性コンクリートの水平方向の位置を検出する位
置検出手段と、前記高さ検出手段によりスランプ値を算
出すると共に、前記位置検出手段によりスランプフロー
を測定する演算処理手段とを設けたことを特徴とするス
ランプ試験の測定装置。
1. A height detecting means arranged vertically to detect the height of the fluid concrete; a position detecting means arranged horizontally to detect the horizontal position of the fluid concrete; A measuring device for a slump test, comprising: a height detecting means for calculating a slump value; and an arithmetic processing means for measuring the slump flow by the position detecting means.
【請求項2】 高さ検出手段と位置検出手段は、投光器
を所定間隔で列設した投光装置と、受光器を前記間隔と
同間隔で列設した受光装置とを、前記投光器と受光器と
を各々対応させて対向配置したものであることを特徴と
する請求項1に記載のスランプ試験の測定装置。
2. The height detecting means and the position detecting means include a light emitting device in which light emitting devices are arranged in a row at a predetermined interval, and a light receiving device in which light receiving devices are arranged in the same space as the light emitting device and the light receiver. 2. The slump test measuring device according to claim 1, wherein and are arranged so as to correspond to each other.
JP6850794A 1994-04-06 1994-04-06 Slump test measuring device Pending JPH07280716A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6850794A JPH07280716A (en) 1994-04-06 1994-04-06 Slump test measuring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6850794A JPH07280716A (en) 1994-04-06 1994-04-06 Slump test measuring device

Publications (1)

Publication Number Publication Date
JPH07280716A true JPH07280716A (en) 1995-10-27

Family

ID=13375696

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6850794A Pending JPH07280716A (en) 1994-04-06 1994-04-06 Slump test measuring device

Country Status (1)

Country Link
JP (1) JPH07280716A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1107001A2 (en) * 1999-12-02 2001-06-13 Gerd H. Arnold Table for determining the spreading of a material
DE102005050279A1 (en) * 2005-10-20 2007-04-26 Construction Research & Technology Gmbh Method for determining the flow speed and/or flow rate of a mortar or concrete system comprises placing a cone or cylinder filled with a mortar or concrete sample on a glass plate, lifting and determining the flow rate of the sample
DE102007012554A1 (en) 2007-03-13 2008-09-18 Markus Greim Flow behavior e.g. spreading, measuring device for e.g. mortar, has electrically conductive plate, where test material and plate forms dielectric capacitor, whose capacity is changed proportionally with surface change of material
JP2009133765A (en) * 2007-11-30 2009-06-18 Toyota Motor Corp Viscosity evaluation method of coating film and device therefor
CN104062205A (en) * 2014-07-10 2014-09-24 国家电网公司 Photoelectric concrete slump tester
JP2016035424A (en) * 2014-08-04 2016-03-17 大成建設株式会社 Concrete evaluation device and concrete evaluation method
JP2016142532A (en) * 2015-01-29 2016-08-08 前田建設工業株式会社 Workability evaluation program, workability evaluation method, and workability evaluation device
CN111579762A (en) * 2020-06-04 2020-08-25 贵州科筑创品建筑技术有限公司 Intelligent concrete slump test equipment and method
DE102019108780A1 (en) * 2019-04-03 2020-10-08 Peri Gmbh Measurement of the consistency of fresh concrete

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58200105A (en) * 1982-05-17 1983-11-21 Hitachi Ltd Moving quantity detecting device
JPS5957106A (en) * 1982-09-27 1984-04-02 Chugoku Kikai Seisakusho:Kk Apparatus for detecting dimension
JPS6033004A (en) * 1983-08-02 1985-02-20 Meisei Electric Co Ltd Height measuring device

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58200105A (en) * 1982-05-17 1983-11-21 Hitachi Ltd Moving quantity detecting device
JPS5957106A (en) * 1982-09-27 1984-04-02 Chugoku Kikai Seisakusho:Kk Apparatus for detecting dimension
JPS6033004A (en) * 1983-08-02 1985-02-20 Meisei Electric Co Ltd Height measuring device

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1107001A2 (en) * 1999-12-02 2001-06-13 Gerd H. Arnold Table for determining the spreading of a material
EP1107001A3 (en) * 1999-12-02 2004-01-14 Gerd H. Arnold Table for determining the spreading of a material
DE102005050279A1 (en) * 2005-10-20 2007-04-26 Construction Research & Technology Gmbh Method for determining the flow speed and/or flow rate of a mortar or concrete system comprises placing a cone or cylinder filled with a mortar or concrete sample on a glass plate, lifting and determining the flow rate of the sample
DE102007012554A1 (en) 2007-03-13 2008-09-18 Markus Greim Flow behavior e.g. spreading, measuring device for e.g. mortar, has electrically conductive plate, where test material and plate forms dielectric capacitor, whose capacity is changed proportionally with surface change of material
DE102007012554B4 (en) * 2007-03-13 2021-04-08 Markus Greim Device for measuring the flow behavior of electrically conductive liquids and mixtures of substances
JP2009133765A (en) * 2007-11-30 2009-06-18 Toyota Motor Corp Viscosity evaluation method of coating film and device therefor
CN104062205A (en) * 2014-07-10 2014-09-24 国家电网公司 Photoelectric concrete slump tester
CN104062205B (en) * 2014-07-10 2016-06-01 国家电网公司 Photoelectric type concrete slump tester
JP2016035424A (en) * 2014-08-04 2016-03-17 大成建設株式会社 Concrete evaluation device and concrete evaluation method
JP2016142532A (en) * 2015-01-29 2016-08-08 前田建設工業株式会社 Workability evaluation program, workability evaluation method, and workability evaluation device
DE102019108780A1 (en) * 2019-04-03 2020-10-08 Peri Gmbh Measurement of the consistency of fresh concrete
CN111579762A (en) * 2020-06-04 2020-08-25 贵州科筑创品建筑技术有限公司 Intelligent concrete slump test equipment and method

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