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JPH0658312B2 - Concrete slump measurement method - Google Patents
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JPH0658312B2 - Concrete slump measurement method - Google Patents

Concrete slump measurement method

Info

Publication number
JPH0658312B2
JPH0658312B2 JP11567285A JP11567285A JPH0658312B2 JP H0658312 B2 JPH0658312 B2 JP H0658312B2 JP 11567285 A JP11567285 A JP 11567285A JP 11567285 A JP11567285 A JP 11567285A JP H0658312 B2 JPH0658312 B2 JP H0658312B2
Authority
JP
Japan
Prior art keywords
kneading
slump
concrete
time
absolute load
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.)
Expired - Fee Related
Application number
JP11567285A
Other languages
Japanese (ja)
Other versions
JPS61272632A (en
Inventor
隆信 郡
Original Assignee
石川島播磨重工業株式会社
石川島建機株式会社
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 石川島播磨重工業株式会社, 石川島建機株式会社 filed Critical 石川島播磨重工業株式会社
Priority to JP11567285A priority Critical patent/JPH0658312B2/en
Publication of JPS61272632A publication Critical patent/JPS61272632A/en
Publication of JPH0658312B2 publication Critical patent/JPH0658312B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、生コンクリートスランプをコンクリート混練
中に計測するコンクリートスランプ計測方法に関するも
のである。
TECHNICAL FIELD The present invention relates to a concrete slump measuring method for measuring fresh concrete slump during concrete kneading.

〔従来の技術〕[Conventional technology]

生コンクリート硬化強度は、練上り軟さ、スランプに大
きく影響される。コンクリートを混練する場合、同じ材
料を同一配合で行つたとしても必ずしも同じスランプの
生コンクリートが練上るとは限らない。これは骨材中の
水分含有率がスランプを大きく左右する為であり、予め
骨材中の水分を測定して投入量を決定しているが、正確
を期するには練上り生コンクリートのスランプを計測し
て投入水量の補正をすることが好ましい。
Raw concrete hardening strength is greatly affected by kneading softness and slump. When concrete is kneaded, even if the same materials are mixed with the same composition, the raw concrete of the same slump is not always kneaded. This is because the water content in the aggregate greatly influences the slump, and the amount of water in the aggregate is measured in advance to determine the input amount. It is preferable to measure and correct the input water amount.

生コンクリートの混練中にスランプを計測する従来の方
法として、コンクリートミキサで混練中、混練翼駆動に
於ける負荷がスランプ値に対応することを利用して、混
練時の負荷を検知してスランプ計測を行つているものが
ある。
As a conventional method for measuring slump during kneading of fresh concrete, the load at the time of kneading blade drive corresponds to the slump value during kneading with a concrete mixer, and the slump measurement is performed by detecting the load during kneading. There are things that are going.

このスランプ値はコンクリート配合種類と混練量によつ
て相異する。従つて、従来はコンクリート配合種類と混
練量別の負荷値に対するスランプ値を予め求めておき、
実際の混練中の負荷値を予め求めておいたデータと比較
し、スランプ値の予想を行つていた。
This slump value differs depending on the concrete mix type and the kneading amount. Therefore, conventionally, the slump value for the concrete mix type and the load value for each kneading amount is obtained in advance,
The load value during actual kneading was compared with the data obtained in advance to predict the slump value.

〔発明が解決しようとする問題点〕[Problems to be solved by the invention]

然し、上記した従来のスランプ計測方法は、コンクリー
ト配合種類と混練量別(各混練条件別)について1つの
データであり、該データと混練中の実績データとを比較
した場合両データがかけ離れると精度が悪く計測が不能
となることもある。
However, the above-mentioned conventional slump measurement method has one data for each concrete mix type and each mixing amount (each mixing condition), and when comparing the data with the actual data during mixing, if both data are different from each other. The accuracy may be poor and measurement may be impossible.

本発明は斯かる不具合を解消すべくなしたものである。The present invention has been made to solve such a problem.

〔問題点を解消する為の手段〕[Means for solving problems]

本発明は、ミキサ内で混練中の生コンクリートのスラン
プ計測方法に於いて、混練時の絶対負荷変動と練り上が
り時のスランプ値とを混練条件に応じて複数実測計測し
ておき、該実測計測データの同一混練条件での少なくと
も2つのデータを基に所要混練時期でのスランプ値と絶
対負荷との換算スケールを作っておき、混練中の生コン
クリートの前記と同一の混練時期における絶対負荷を新
たに実測計測し、前記換算スケールのうち同一の混練条
件のものを用いて、新たに実測計測した絶対負荷からス
ランプ値を求めることを特徴とするコンクリートスラン
プ計測方法、に係るものである。
The present invention, in a slump measuring method of green concrete during kneading in a mixer, a plurality of actual measurements of absolute load fluctuation at the time of kneading and slump value at the time of kneading are measured in advance according to kneading conditions, and the actual measurement is performed. A conversion scale for the slump value and the absolute load at the required mixing time is created based on at least two data under the same mixing conditions, and the absolute load at the same mixing time for the fresh concrete being mixed is updated. In the concrete slump measuring method, the slump value is obtained from the newly measured and measured absolute load by using the same kneading condition of the conversion scale.

〔作 用〕[Work]

混練時の絶対負荷変動と練り上がり時のスランプ値とを
混練条件に応じて複数実測計測しておき、該実測計測デ
ータの同一混練条件での少なくとも2つのデータを基に
所要混練時期でのスランプ値を絶対負荷との換算スケー
ルを作っておく。現在混練中の生コンクリートの前記と
同一の混練時期における絶対負荷を新たに実測計測す
る。この新たに実測計測した絶対負荷を、前記換算スケ
ールのうちの同一の混練条件のものと比較すると、現在
混練中の生コンクリートのスランプ値を求めることがで
きる。従って、過去のデータと混練中のデータとが一致
してなくとも容易に而も正確にスランプ値を求めること
ができる。
A plurality of absolute load fluctuations at the time of kneading and slump values at the time of kneading are measured and measured according to the kneading conditions, and the slump at the required kneading time is based on at least two data of the actually measured measurement data under the same kneading conditions. Make a scale to convert the value to the absolute load. Newly measure the absolute load of the fresh concrete currently being mixed at the same mixing time as above. By comparing this newly measured and measured absolute load with that of the conversion scale under the same kneading conditions, the slump value of the green concrete being currently kneaded can be obtained. Therefore, even if the past data and the data being kneaded do not match, the slump value can be easily and accurately obtained.

〔実施例〕〔Example〕

以下図面を参照しつつ本発明の実施例を説明する。 Embodiments of the present invention will be described below with reference to the drawings.

配合種類(配合No.)と混練両が決定する(混練条件が
決定する)とこの混練条件を設定器(1)(2)によつて入力
し、該混練条件に合致した過去のデータを記憶器(3)よ
り引出す。該記憶器(3)には同一の混練条件について、
少なくとも2つ以上の過去のデータを入力しておく。
When the blending type (blending No.) and kneading both are determined (kneading conditions are determined), this kneading condition is input by the setting device (1) (2), and the past data that matches the kneading condition is stored Withdraw from the vessel (3). Regarding the same kneading conditions in the memory device (3),
Input at least two past data.

ここで、コンクリートを混練した時の絶対負荷変動(例
えば油圧モータの油圧ラインの油圧変化を混練中と、ミ
キサ空運転時の夫々について計測し、混練中の計測値か
らミキサ空運転時の計測値を引算したもの)を経時的に
追つてみると材料の投入に従い増加し、混練が進むにつ
れて低下し練上ると略一定となる。この関係をグラフで
示せば第2図の如くなる。第2図中縦軸は油圧P、横軸
は時間Tであり、S1、S2…はスランプが既知の絶対負
荷変動曲線を示し、Sxは混練中のコンクリートの絶対
負荷変動曲線を示す。
Here, the absolute load fluctuation when concrete is mixed (for example, the change in the hydraulic pressure of the hydraulic line of the hydraulic motor is measured for each of the mixing operation and the mixer idle operation, and the measured value during the mixer operation is measured from the measurement value during the mixer operation). (The value obtained by subtracting) was increased with the introduction of the material, decreased as the kneading progressed, and became almost constant as the kneading progressed. A graphical representation of this relationship is as shown in FIG. In FIG. 2, the vertical axis represents the oil pressure P, the horizontal axis represents the time T, S 1 , S 2, ... Show the absolute load change curve of which slump is known, and S x shows the absolute load change curve of concrete during kneading. .

新たに混練する生コンクリート混練条件を設定器(1)(2)
に入力し、該設定器(1)(2)に入力された混練条件と同一
の混練条件における過去の2つ以上のデータを記憶器
(3)から取出し、読み取ってCRTなどの画面表示装置
(4)に表示させる。他前記取り出した過去の2つ以上の
データのスランプ値の所要混練時期における最大と最小
を求め、該最大と最小のスランプ値に対する負荷絶対値
を夫々求める。
Setting device for kneading condition of fresh concrete to be newly kneaded (1) (2)
2 or more past data under the same kneading conditions input to the setters (1) and (2).
Screen display device such as CRT which is taken out from (3) and read
Display in (4). In addition, the maximum and minimum of the slump values of the two or more past data that have been taken out at the required kneading time are obtained, and the absolute load values for the maximum and minimum slump values are obtained, respectively.

すると、上記最大、最小のスランプ値の大きさと、その
時の負荷絶対値の夫々の大きさから、例えば絶対負荷1
に対してスランプ値が幾つになるか比によって表わすよ
うにした換算スケール(6)を作成することができ、この
換算スケール(6)を前記画面表示装置(4)に表示させる。
Then, from the magnitudes of the maximum and minimum slump values and the magnitudes of the load absolute values at that time, for example, the absolute load 1
On the other hand, it is possible to create a conversion scale (6) which is represented by the ratio of the slump value, and the conversion scale (6) is displayed on the screen display device (4).

第1図の画面表示装置(4)では、過去のデータである絶
対負荷変動曲線S1、S2に対して求められた比の目盛か
らなる換算スケール(6)が表示されるので、前記画面表
示装置(4)に、現在混練中の絶対負荷を新たに実測計測
した絶対負荷曲線Sxを表示させることにより、換算ス
ケール(6)の目盛を読み取るのみで、現在混練中のコン
クリートのスランプ値を知ることができる。
The screen display device (4) of FIG. 1 displays a conversion scale (6) consisting of scales of the ratios obtained for the absolute load fluctuation curves S 1 , S 2 which are past data. By displaying the absolute load curve S x, which is a new measurement of the absolute load during the current kneading, on the display device (4), only the scale of the conversion scale (6) is read, and the slump value of the concrete under the current kneading is read. You can know.

前記した換算スケール(6)の作成時期は、混練時期の如
何なる時点でも良いが、第2図に示す曲線の右端部に示
すように絶対負荷変動が一定となる練り上がり時点が好
ましい。
The conversion scale (6) may be created at any time during the kneading time, but is preferably at the kneading time when the absolute load fluctuation becomes constant as shown at the right end of the curve shown in FIG.

更に、混練中のコンクリート混練条件は一時的に記憶さ
れ、混練されたコンクリートは規定された方法に従い実
際にスランプが計測され、この実測スランプ値はキーボ
ード(7)によつてキーインされコンクリート混練条件と
共に新な実績データとして記憶器(3)に入力され既知の
データの充足がなされる。
Furthermore, the concrete kneading conditions during kneading are temporarily stored, and the slump of the kneaded concrete is actually measured according to the prescribed method. It is input to the memory device (3) as new performance data and the known data is satisfied.

〔発明の効果〕〔The invention's effect〕

以上述べた如く本発明によれば、過去の複数のデータを
基にコンクリート混練の負荷絶対値に対するスランプの
スケールを作成し、該スケールを基に混練中のコンクリ
ートのスランプを計測する様にしたのでスランプの計測
範囲が拡大すると共に計測精度が向上する。
As described above, according to the present invention, a slump scale for the absolute load value of concrete kneading is created based on a plurality of past data, and the slump of concrete being kneaded is measured based on the scale. The measurement range of the slump is expanded and the measurement accuracy is improved.

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

第1図は本発明を説明する為のブロック図、第2図は混
練時の負荷変動曲線を示すグラフである。 (1)(2)は設定器、(3)は記憶器、(4)は画面表示装置、
(5)は油圧検出器、(6)はグラフスケール、(7)はキーボ
ードを示す。
FIG. 1 is a block diagram for explaining the present invention, and FIG. 2 is a graph showing a load fluctuation curve during kneading. (1) (2) is a setting device, (3) is a memory device, (4) is a screen display device,
(5) shows a hydraulic pressure detector, (6) shows a graph scale, and (7) shows a keyboard.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】ミキサ内で混練中の生コンクリートのスラ
ンプ計測方法において、混練時の絶対負荷変動と練り上
がり時のスランプ値とを混練条件に応じて複数実測計測
しておき、該実測計測データの同一混練条件での少なく
とも2つのデータを基に所要混練時期でのスランプ値と
絶対負荷との換算スケールを作っておき、混練中の生コ
ンクリートの前記と同一の混練時期における絶対負荷を
新たに実測計測し、前記換算スケールのうち同一の混練
条件のものを用いて、新たに実測計測した絶対負荷から
スランプ値を求めることを特徴とするコンクリートスラ
ンプ計測方法。
1. In a slump measuring method of green concrete being kneaded in a mixer, a plurality of absolute load fluctuations at the time of kneading and a slump value at the time of kneading are actually measured according to the kneading conditions, and the actually measured data are obtained. Based on at least two data under the same kneading conditions, a conversion scale between the slump value and the absolute load at the required kneading time is created, and the absolute load of the fresh concrete during kneading at the same kneading time is newly added. A concrete slump measuring method, which comprises measuring and measuring, and using the same kneading conditions of the conversion scale, obtaining a slump value from a newly measured absolute load.
JP11567285A 1985-05-29 1985-05-29 Concrete slump measurement method Expired - Fee Related JPH0658312B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11567285A JPH0658312B2 (en) 1985-05-29 1985-05-29 Concrete slump measurement method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11567285A JPH0658312B2 (en) 1985-05-29 1985-05-29 Concrete slump measurement method

Publications (2)

Publication Number Publication Date
JPS61272632A JPS61272632A (en) 1986-12-02
JPH0658312B2 true JPH0658312B2 (en) 1994-08-03

Family

ID=14668431

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11567285A Expired - Fee Related JPH0658312B2 (en) 1985-05-29 1985-05-29 Concrete slump measurement method

Country Status (1)

Country Link
JP (1) JPH0658312B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USD541566S1 (en) 2005-07-08 2007-05-01 Louver-Lite Limited Plug

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4281968B2 (en) * 2006-06-27 2009-06-17 有限会社森エンジニアリング SLUMP VALUE CALCULATION DEVICE, SLUMP VALUE CALCULATION METHOD, PROGRAM USING COMPUTER TO EXECUTE SLUMP VALUE CALCULATION METHOD, AND RECORDING MEDIUM CONTAINING THE PROGRAM
JP6976740B2 (en) * 2017-06-28 2021-12-08 株式会社北川鉄工所 Ready-mixed concrete kneading condition monitoring device
CN108340485A (en) * 2018-03-13 2018-07-31 来安县塔鑫建材有限公司 A kind of concrete mud stirring efficiency lifting system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USD541566S1 (en) 2005-07-08 2007-05-01 Louver-Lite Limited Plug

Also Published As

Publication number Publication date
JPS61272632A (en) 1986-12-02

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