JPH1048203A - Method for correcting quantity of water in fresh mixed concrete plant - Google Patents

Method for correcting quantity of water in fresh mixed concrete plant

Info

Publication number
JPH1048203A
JPH1048203A JP23711196A JP23711196A JPH1048203A JP H1048203 A JPH1048203 A JP H1048203A JP 23711196 A JP23711196 A JP 23711196A JP 23711196 A JP23711196 A JP 23711196A JP H1048203 A JPH1048203 A JP H1048203A
Authority
JP
Japan
Prior art keywords
sand
water
ccd camera
situation
water amount
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
JP23711196A
Other languages
Japanese (ja)
Inventor
Yoshihide Matsumura
喜秀 松村
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.)
MATSUMURA ELECTRON KK
Original Assignee
MATSUMURA ELECTRON KK
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 MATSUMURA ELECTRON KK filed Critical MATSUMURA ELECTRON KK
Priority to JP23711196A priority Critical patent/JPH1048203A/en
Publication of JPH1048203A publication Critical patent/JPH1048203A/en
Pending legal-status Critical Current

Links

Landscapes

  • Investigating Materials By The Use Of Optical Means Adapted For Particular Applications (AREA)
  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)

Abstract

PROBLEM TO BE SOLVED: To correct the quantity of moisture accurately at the time of next kneading by picking up the feature of varying sand by means of a CCD camera, representing the feature thus picked up numerically and comparing the numerical value with a basic data. SOLUTION: Sand in a sand storage bottle 1 is thrown down into a sand measuring bottle 2. The situation is picked up by means of a CCD camera 3 which then delivers an image data to an image capturing section 5. Subsequently, the situation after throwing in the sand is picked up by means of the CCD camera and delivered to the image capturing section 5. The image data thus delivered is compared with a data (size and falling rate of sand and color, shape and size of sand hill) corresponding to moisture content initially set in the memory 6 of a computer in order to calculate the net moisture rate on the surface of sand. An optimal moisture content is determined and a computer 7 calculates and sets the mixing design for next batch. Subsequently, a water on/off valve 8 is controlled and the quantity of water is confirmed by a water measuring bottle 9 thus performing correction of the quantity of water required for producing fresh concrete.

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、水、混和剤、骨材(細
骨材:砂、粗骨材:砂利)、セメントを配合、混練して
生コンクリートを製造する生コン製造プラントにおける
水量値補正方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water content value in a ready-mixed concrete production plant which mixes and kneads water, admixture, aggregate (fine aggregate: sand, coarse aggregate: gravel) and cement to produce ready-mixed concrete. It relates to a correction method.

【0002】[0002]

【従来の技術】生コンクリート製造に於て、砂、砂利、
水、混和剤、セメントの配合設計つまり、配合率が重要
である。特に水量は、骨材、主に細骨材である砂の表面
水率によって大きく影響されるため、試験室の係員が定
期的に砂の表面水率を測定し、配合設計により水荒を決
定している。
2. Description of the Related Art In the production of ready-mixed concrete, sand, gravel,
The mixing design of water, admixture and cement, that is, the mixing ratio is important. In particular, the amount of water is greatly affected by the surface water content of the aggregate, mainly sand, which is fine aggregate.Therefore, the staff in the laboratory regularly measures the surface water content of the sand and determines the water roughness by the mixing design. ing.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記の
様な検査作業は、熟練した作業者を必要とするばかりで
なく、実際に計量する砂の表面水率に、ばらつきがある
ため、配合設計通りの生コンが出来ず、出来上がり強度
の低下といった問題が発生する。
However, the above inspection work requires not only a skilled worker but also a variation in the surface water content of the sand actually measured. However, there is a problem that the ready-mixed concrete cannot be formed and the finished strength is lowered.

【0004】[0004]

【課題を解決するための手段】本発明は、上記問題点を
解決するため、熟練作業者による検査を、コンピュータ
画像処理によって定量化し、予め、コンピュータメモリ
に記憶させておいた数値と比較する事により表面水率を
割り出し、配合設計による水量を計算し、次バッチの水
量を補正する事を特徴とした生コン製造プラントにおけ
る水量値補正方法を提供する。
In order to solve the above-mentioned problems, the present invention quantifies the inspection performed by a skilled worker by computer image processing and compares it with a numerical value stored in a computer memory in advance. The present invention provides a method for correcting a water amount in a ready-mixed concrete production plant, characterized in that a surface water ratio is calculated by using a formula (1), a water amount based on a blending design is calculated, and a water amount of a next batch is corrected.

【0005】[0005]

【作用】次に本発明のコンピュータ画像処理の詳細を述
べる。貯蔵ビンから計量ビンへ落下投入される、落下中
の砂の大きさ(D1)、落下速度(D2)および、投入
後の計量ビン内の砂山の色(D3)、形(D4)、大き
さ(D5)をCCDカメラで画像データとして取込み、
数値化し、予めコンピュータメモリに記憶されている含
水量に対応するD1〜D5と比較し、表面水率を計算
し、最適な水量を割り出し、次バッジの水量を補正す
る。 D1 砂は、含水量(砂に含まれる水の量)によって、塊にな
ったりするため、落下時の砂の塊の面積を大きさD1と
して測定する D2 砂は、水分を含むと粘度が変化するので貯蔵ビンから計
量ビンへの落下速度は、水分の違いによって変化する。
よって、落下速度を、D2として測定する。 D3 砂は水分を含んでくると色が濃くなるとから、その色
(濃淡)を測定し、D3とする。 D4 砂は、水を含むと粘度や、重量が変化し、その含水量に
よって砂山の高さが変化するため砂山の高さを測定し、
D4とする。 D5 砂の計量は、重量計測で行われているが、砂は、水分を
含むと、同じ重量でも容積が、変化する。そのため、砂
山と、その下部の砂の容積を測定しD5とする。
Next, the details of the computer image processing of the present invention will be described. The size (D1) and falling speed (D2) of the falling sand dropped into the weighing bin from the storage bin, and the color (D3), shape (D4), and size of the sand pile in the weighing bin after being dropped (D5) is captured as image data by a CCD camera,
Numerical values are compared with D1 to D5 corresponding to the water content stored in the computer memory in advance, the surface water content is calculated, the optimum water content is determined, and the water content of the next badge is corrected. D1 Since sand forms a lump depending on the water content (the amount of water contained in the sand), the area of the lump of sand at the time of falling is measured as a size D1. D2 Sand changes in viscosity when it contains moisture. Therefore, the falling speed from the storage bin to the weighing bin varies depending on the difference in moisture.
Therefore, the falling speed is measured as D2. D3 Since the sand becomes darker when it contains moisture, its color (shade) is measured and is referred to as D3. D4 sand changes its viscosity and weight when it contains water, and the height of the sand pit changes according to its water content.
D4. D5 The measurement of sand is performed by weight measurement, but if sand contains moisture, the volume changes even with the same weight. Therefore, the volume of the sand pit and the sand under the sand pit is measured, and the measured value is D5.

【0006】[0006]

【実施例】以下、本発明の実施例を図面に基づいて説明
する。第1図は本発明の一実施例を示すもので、1は、
砂の貯蔵ビンであり、中の砂は、その真下にある2の計
量ビンへ落下投入される。この状況を3のCCDカメラ
で撮影し、取込まれた画像データは、5の画像取込み部
へ送られる。投入後の状況は、4のCCDカメラで撮影
し、同様に5の画像取込み部へ送られる。送られた画像
データは、6のコンピュータ記憶メモリに初期設定され
た各含水量に対応するデータ(D1〜D5)と比較さ
れ、真の砂表面水率が計算され、最適な水量が割り出さ
れ、7のコンピュータによって、次バッジの配合設計計
算と、設定が行われ、8の水開閉弁の開閉を制御し、9
の水計量ビンにて確認し、生コンクリートを製造するた
めの水量値補正を実施するものである。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows an embodiment of the present invention.
A sand storage bin, the sand of which falls into two weighing bins directly below it. This situation is photographed by the CCD camera 3 and the captured image data is sent to the image capturing unit 5. The situation after the introduction is photographed by the CCD camera 4 and similarly sent to the image capturing section 5. The transmitted image data is compared with the data (D1 to D5) corresponding to each water content initially set in the computer storage memory of 6, and the true sand surface water ratio is calculated, and the optimum water amount is calculated. , 7 computer calculates and sets the next badge formulation, controls the opening and closing of the water open / close valve of 8
In this case, the water amount is checked in the water weighing bin, and the water value for manufacturing the ready-mixed concrete is corrected.

【0007】処理の流れを第2図に従って説明する。最
初に、各表面水率に対応する画像データ数値(D1〜D
5に対応)を6のコンピュータ記憶メモリに初期入力
(S1)し、実測値もしくは、推定の砂の表面水率(S
2)を入力し、配合設計の登録(S3)を行う。砂が、
貯蔵ビンから計量ビンへ落下投入され(S4)、その状
況をCCDカメラで画像データを収集し、コンピュータ
画像処理し、数値化を行い(S5)、予め設定されてい
る各表面水率に対応する画像データ値(D1〜D5)と
比較を行い、真の砂表面水率を割り出し(S6)、配合
設計計算より最適な水量を計算し、補正設定(S7)
し、次バッジの処理(S3)へ移行し、バッジ終了(S
8)までこれを繰返す流れである。
The processing flow will be described with reference to FIG. First, image data numerical values (D1 to D1) corresponding to respective surface water rates
(Corresponding to 5) is initially input into the computer storage memory of 6 (S1), and the measured or estimated surface water content (S
2) is input to register the blending design (S3). The sand
It is dropped into the weighing bin from the storage bin (S4), and the situation is collected by a CCD camera to collect image data, processed by computer image processing, and quantified (S5), corresponding to each preset surface water rate. Comparison with the image data values (D1 to D5) to determine the true sand surface water rate (S6), the calculation of the optimum water amount from the formulation design calculation, and the correction setting (S7)
Then, the process proceeds to the next badge processing (S3), and the badge ends (S3).
This flow is repeated until 8).

【0008】[0008]

【発明の効果】以上の様に、本発明に於ては、貯蔵ビン
から計量ビンへの落下投入中および、投入後の計量ビン
内をCCDカメラによって、画像データとして取り込
み、コンピュータ画像処理を行う事により、従来、熟練
作業者の定性的な判断に頼る事なく、定量的かつ、一律
に砂表面水率を計算し、次バッジには、適正な水量が与
えられ、配合設計に見合った生コンを製造することがで
きる。
As described above, in the present invention, the image data is taken in by the CCD camera as image data during the drop-in operation from the storage bin to the weighing bin and after the introduction, and the computer image processing is performed. In the past, the sand surface water content was calculated uniformly and quantitatively without relying on the qualitative judgment of skilled workers, and the next badge was given an appropriate amount of water, Can be manufactured.

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

【図1】本発明の一実施例の説明図であるFIG. 1 is an explanatory diagram of one embodiment of the present invention.

【図2】本発明の一実施例の処理の流れ図であるFIG. 2 is a flowchart of a process according to an embodiment of the present invention;

【符号の説明】[Explanation of symbols]

1.砂貯蔵ビン 2.砂計量ビン 3.CCDカメラ 4.CCDカメラ 5.画像読み取り部 6.コンピュータ記憶メモリ 7.コンピュータ 8.水開閉弁 9.水計量ビン 1. Sand storage bin 2. Sand weighing bin 3. 3. CCD camera 4. CCD camera Image reading unit 6. 6. Computer storage memory Computer 8. Water on-off valve 9. Water weighing bin

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 細骨材(砂)が、貯蔵ビンから計量ビン
へ落下する状況および計量ビンへ堆積後の状況をCCD
カメラによって撮影し、落下時に砂の大きさと、落下速
度、堆積後に砂山の色、形、大きさを、コンピュータ画
像処理によって数値化し、予めコンピュータメモリに記
憶されている砂の含水量(砂に含まれる水量)に対応す
る該数値と比較し、表面水率を割出し、配合設計の水量
計算により、最適な水量を割り出し、次バッジの水量を
補正する事を特徴とする生コン製造プラントにおける水
量値補正方法
A CCD camera is used to determine the situation in which fine aggregate (sand) falls from a storage bin to a weighing bin and the situation after the fine aggregate (sand) is deposited on the weighing bin.
Photographed by a camera, the size of the sand at the time of falling, the falling speed, and the color, shape and size of the sand pit after deposition are quantified by computer image processing, and the water content of the sand stored in the computer memory in advance (contained in the sand Water amount in the ready-mixed concrete production plant, characterized in that the surface water ratio is determined by comparing with the numerical value corresponding to the water amount calculated, the optimum water amount is calculated by the water amount calculation of the mixing design, and the water amount of the next badge is corrected. Correction method
JP23711196A 1996-08-05 1996-08-05 Method for correcting quantity of water in fresh mixed concrete plant Pending JPH1048203A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23711196A JPH1048203A (en) 1996-08-05 1996-08-05 Method for correcting quantity of water in fresh mixed concrete plant

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23711196A JPH1048203A (en) 1996-08-05 1996-08-05 Method for correcting quantity of water in fresh mixed concrete plant

Publications (1)

Publication Number Publication Date
JPH1048203A true JPH1048203A (en) 1998-02-20

Family

ID=17010583

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23711196A Pending JPH1048203A (en) 1996-08-05 1996-08-05 Method for correcting quantity of water in fresh mixed concrete plant

Country Status (1)

Country Link
JP (1) JPH1048203A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006250628A (en) * 2005-03-09 2006-09-21 Taiheiyo Cement Corp Alkali/silica reactivity testing method of aggregate and quality control method
JP2008215033A (en) * 2007-03-07 2008-09-18 Shibaura Institute Of Technology Dry type spraying system of concrete, and dry type spraying method of concrete
JP2008303585A (en) * 2007-06-06 2008-12-18 Ohbayashi Corp Water addition control system in dry spraying method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006250628A (en) * 2005-03-09 2006-09-21 Taiheiyo Cement Corp Alkali/silica reactivity testing method of aggregate and quality control method
JP2008215033A (en) * 2007-03-07 2008-09-18 Shibaura Institute Of Technology Dry type spraying system of concrete, and dry type spraying method of concrete
JP4599519B2 (en) * 2007-03-07 2010-12-15 学校法人 芝浦工業大学 Concrete dry spraying system and concrete dry spraying method
JP2008303585A (en) * 2007-06-06 2008-12-18 Ohbayashi Corp Water addition control system in dry spraying method

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