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JP2001097749A - Method for automatic display of slump value of concrete loaded on one truck mixer car - Google Patents

Method for automatic display of slump value of concrete loaded on one truck mixer car

Info

Publication number
JP2001097749A
JP2001097749A JP27647999A JP27647999A JP2001097749A JP 2001097749 A JP2001097749 A JP 2001097749A JP 27647999 A JP27647999 A JP 27647999A JP 27647999 A JP27647999 A JP 27647999A JP 2001097749 A JP2001097749 A JP 2001097749A
Authority
JP
Japan
Prior art keywords
concrete
slump value
mixer
batch
truck
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
JP27647999A
Other languages
Japanese (ja)
Other versions
JP4360451B2 (en
Inventor
Takao Murakami
隆生 村上
Yasuhide Furukata
泰秀 古堅
Jiyoutarou Miyazaki
城太郎 宮崎
Katsutoshi Ochiai
勝俊 落合
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.)
MEIKI KIKI KK
Toa Corp
Original Assignee
MEIKI KIKI KK
Toa 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 MEIKI KIKI KK, Toa Corp filed Critical MEIKI KIKI KK
Priority to JP27647999A priority Critical patent/JP4360451B2/en
Publication of JP2001097749A publication Critical patent/JP2001097749A/en
Application granted granted Critical
Publication of JP4360451B2 publication Critical patent/JP4360451B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Lining And Supports For Tunnels (AREA)
  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a method for the automatic display of a slump value of concrete loaded on one truck mixer car capable of automatically and easily displaying the slump value of concrete of an amount corresponding to one truck mixer, kneaded by a concrete mixer in plural batches and discharged to a truck mixer car. SOLUTION: The relationship between the electric current of a concrete mixer and the slump value of the concrete is determined beforehand. The current of the concrete mixer is determined for each batch and stored in a computer. The current values of the batches stored in the computer are averaged when the data of the batch formulation, or the like, is not outputted for a period longer than the preset time necessary for the charging, kneading and discharging of the batch and the slump value of the truck mixer car is displayed from the relationship between the current value and the slump value.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、主としてトンネル
の吹付コンクリートを現場プラントのコンクリートミキ
サで混練し、トラックミキサ車に積み込んだコンクリー
トのスランプ値をそのトラックミキサ車ごとに自動的に
表示するトラックミキサ車1台分のコンクリートのスラ
ンプ値自動表示方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention mainly relates to a truck mixer in which shotcrete of a tunnel is kneaded with a concrete mixer at a site plant, and the slump value of the concrete loaded in the truck mixer truck is automatically displayed for each truck mixer truck. The present invention relates to a method for automatically displaying slump value of concrete for one vehicle.

【0002】[0002]

【従来の技術】従来、トンネルの吹付コンクリートを供
給するには、そのトンネル現場近くにコンクリートミキ
サ等を設置したコンクリートプラントを設けてコンクリ
ートを混練し、混練したコンクリートをトラックミキサ
車に積み込んで、トンネルの吹付け現場に運んでいる。
2. Description of the Related Art Conventionally, in order to supply sprayed concrete for a tunnel, a concrete plant having a concrete mixer or the like is provided near a tunnel site to knead the concrete, and the kneaded concrete is loaded into a truck mixer truck. To the spraying site.

【0003】この場合、コンクリートミキサで混練した
コンクリートは、そのコンクリートの固さをトラックミ
キサ車1台分ごとのスランプ値として表示する必要があ
る。
In this case, for concrete kneaded with a concrete mixer, it is necessary to display the hardness of the concrete as a slump value for each truck mixer truck.

【0004】一方、上記のコンクリートの固さは、コン
クリートミキサの負荷の電流値と、コンクリートのスラ
ンプ値との間に相関関係があることが知られている。特
開平7−173998号の発明の方法においては、コン
クリートミキサを駆動している負荷の電流値を基に、所
定のコンクリートのスランプ値を得るために、配合する
細骨材の表面水率を施工試験で得たータより予め決めて
おいた分量だけ自動補正をするようにしている。
On the other hand, it is known that the hardness of the concrete has a correlation between the current value of the load of the concrete mixer and the slump value of the concrete. In the method of the invention of JP-A-7-173998, the surface water ratio of the fine aggregate to be blended is determined based on the current value of the load driving the concrete mixer in order to obtain a predetermined concrete slump value. Automatic correction is performed by a predetermined amount from the data obtained in the test.

【0005】しかしながら、この方法では、コンクリー
トミキサの各バッチごとに設定配合と実際に計量した配
合についてそのスランプ値を表示するのみであり、トラ
ックミキサ車の1台分のスランプ値を知るためには、上
記コンクリートプラントの混練り終了時に、図5に示す
ごとく、トラックミキサ車1からコンクリートを手押車
2内に適量落下させ、図6に示すごとく、決められた筒
容器3にそのコンクリートを一杯に詰めて地上に置いた
状態でその筒容器3を抜くことにより、コンクリート4
が周囲にたれ落ちて、筒状のコンクリートの高さが低く
なり、その高さの差を求めてスランプ値を検出する試験
を行なっている。
However, in this method, only the slump value of the set blend and the actually weighed blend is displayed for each batch of the concrete mixer, and it is necessary to know the slump value of one truck mixer truck. At the end of the kneading of the concrete plant, as shown in FIG. 5, an appropriate amount of concrete is dropped from a truck mixer truck 1 into a wheelbarrow 2, and as shown in FIG. By pulling out the cylindrical container 3 in a state where it is packed and placed on the ground, concrete 4
Has fallen around and the height of the tubular concrete has been reduced, and a test is performed to determine the difference in the height and detect the slump value.

【0006】このようなスランプ試験は、従来工事現場
において、少なくとも午前と午後に1回ずつ行なう必要
があり、その試験に非常な手間を要すると共に、これら
の試験に基づいて各スランプ値を表示する管理が大変で
あった。
Conventionally, such a slump test has to be performed at least once in the morning and in the afternoon at a construction site, and the test requires a great deal of trouble and displays each slump value based on these tests. Management was difficult.

【0007】[0007]

【発明が解決しようとする課題】本発明は、上記のごと
く、現場における午前と午後に1回ずつ行なっていたス
ランプ値の検出のための試験の回数を軽減し、コンクリ
ートミキサにより複数のバッチで混練され、トラックミ
キサ車に放出されるトラックミキサ車1台分のコンクリ
ートのスランプ値の平均値を自動的に、かつ容易に表示
することができるトラックミキサ車1台分のコンクリー
トのスランプ値自動表示方法を提供する。
SUMMARY OF THE INVENTION As described above, the present invention reduces the number of tests for detecting a slump value, which is performed once in the morning and once in the afternoon on site, and can be performed in a plurality of batches by a concrete mixer. Automatically and easily displays the average slump value of concrete for one truck mixer car that is kneaded and released to the truck mixer car. Automatic display of concrete slump value for one truck mixer car. Provide a way.

【0008】[0008]

【課題を解決するための手段】本発明は、コンクリート
ミキサの負荷の電流値とコンクリートのスランプ値との
相関関係を求めておき、コンクリートミキサの各バッチ
ごとの電流値を測定し、コンピュータに記憶させ、予め
設定した上記バッチの投入、混練、放出に要する時間よ
り長い時間バッチの配合等のデータが出力されない時、
または上記混練中に次のバッチの計量が行なわれない時
に、トラックミキサ車へのコンクリートの投入が終了し
たものとして、それまでにコンピュータに記憶していた
各バッチの電流値の平均作業を行ない、電流値とスラン
プ値との相関関係からトラックミキサ車のスランプ値を
表示するトラックミキサ車1台分のコンクリートのスラ
ンプ値自動表示方法からなる。
According to the present invention, the correlation between the current value of the load of the concrete mixer and the slump value of the concrete is determined, and the current value of each batch of the concrete mixer is measured and stored in a computer. When the batch input, kneading, batch mixing and other data is not output for a longer time than the time required for release,
Or, when the next batch is not weighed during the kneading, assuming that the concrete has been put into the truck mixer vehicle, the average work of the current value of each batch stored in the computer so far is performed, The method comprises an automatic slump value display method for concrete of one truck mixer vehicle which displays the slump value of the truck mixer vehicle from the correlation between the current value and the slump value.

【0009】[0009]

【発明の実施の形態】以下グラフ及び図表を参照して本
発明のスランプ値自動表示方法の実施形態につき説明す
るが、まずトンネルの吹付コンクリートを混練するコン
クリートプラント等の現場で、予めコンクリートミキサ
の負荷の電流値とコンクリートのスランプ値を測定し、
その電流値とスランプ値との相関関係を求めておく。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a method for automatically displaying a slump value according to the present invention will be described below with reference to graphs and charts. Measure the load current value and concrete slump value,
The correlation between the current value and the slump value is determined in advance.

【0010】即ち、現場にて、電流値とその時のスラン
プ値を何点か測り、図1の電流値とスランプ値のグラフ
を作成し、次に、作成した上記グラフから図2のような
電流値とスランプ値の対応表を作成し、印字システムに
認識させておく。
That is, at the site, the current value and the slump value at that time are measured at several points, a graph of the current value and the slump value of FIG. 1 is created, and then the current as shown in FIG. Create a correspondence table between the values and the slump values, and let the printing system recognize them.

【0011】次に、この実施形態では図3に示すごと
く、コンクリートミキサの各バッチごとに、その日付、
時間、配合No、容量と、水分補正率、砂Sの重量、セメ
ントCの重量、水Wの重量、砂利Gの重量、および減水
剤ADの重量からなる配合データと、コンクリートミキ
サの電流値及びコンクリートのスランプ値を出力して印
字する。
Next, in this embodiment, as shown in FIG. 3, for each batch of the concrete mixer,
Mixing data consisting of time, mixing No., capacity and moisture correction rate, weight of sand S, weight of cement C, weight of water W, weight of gravel G, and weight of water reducing agent AD, and current value of concrete mixer and Output and print the slump value of concrete.

【0012】また、図4はプラントのコンクリートミキ
サにおいて、コンクリートの各バッチの砂Sの重量、セ
メントCの重量、水Wの重量、砂利Gの重量の計量及び
投入とその混練並びに混練されたコンクリートのトラッ
クミキサ車への放出のサイクルタイム図であるが、トラ
ックミキサ車に所定のバッチ数のコンクリートを放出し
て投入が完了した後は、次のバッチへの材料の投入は行
なわれない。なお、図4は減水剤ADを使用しない場合
を示している。
FIG. 4 shows, in a concrete mixer of a plant, the measurement and input of the weight of the sand S, the weight of the cement C, the weight of the water W, and the weight of the gravel G in each batch of concrete, and the mixing and kneading of the concrete. FIG. 4 is a cycle time diagram of the discharge of the concrete into the concrete mixer truck. After the concrete is discharged into the concrete mixer truck in a predetermined number of batches and the charging is completed, the material is not charged into the next batch. FIG. 4 shows a case where the water reducing agent AD is not used.

【0013】従って、予め設定したバッチの投入から、
混練、放出までに要する時間よりも長い時間バッチの配
合等のデータが出力されない時には、トラックミキサ車
へのコンクリートミキサからの投入が終了したものとし
てそれまでにコンピュータに記憶していた各バッチの電
流値の平均作業を行ない、電流値とスランプ値との相関
関係からその平均した電流値に相当するスランプ値を求
めて表示することにより、電流値を自動的に平均するこ
とができ、そのトラックミキサ車1台分のコンクリート
のスランプ値を表示することができる。
Therefore, from the input of a preset batch,
If the data such as the blending of the batch is not output for a longer time than the time required for kneading and discharging, it is assumed that the charging of the concrete mixer into the truck mixer vehicle has been completed and the current of each batch stored in the computer until then. By averaging the values and determining and displaying a slump value corresponding to the averaged current value from the correlation between the current value and the slump value, the current value can be automatically averaged, and the truck mixer can be averaged. The slump value of concrete for one car can be displayed.

【0014】また、トラックミキサ車へのコンクリート
の投入が終了した時には、混練中に次のバッチの材料の
計量が行なわれないので、計量が行なわれない時に、ト
ラックミキサ車へのコンクリートの投入が終了したもの
として、上記と同様にそれまでにコンピュータに記憶し
ていた各バッチの電流値の平均作業を行ない、そのトラ
ックミキサ車1台分のコンクリートのスランプ値を表示
する。
Further, when the concrete is not charged into the concrete mixer truck, the material of the next batch is not weighed during kneading. Therefore, when the concrete is not weighed, the concrete is not charged into the concrete mixer truck. Assuming that the operation has been completed, the average value of the current value of each batch stored in the computer up to that time is averaged, and the slump value of the concrete of one truck mixer truck is displayed.

【0015】なお、図3においては、一定時間を5分間
とし、それ以上の時間を経過した時点でトラックミキサ
車の1台分、即ち図表のバッチNo.13 からバッチNo.22
がその対象と認識するものであり、図3においてトラッ
クミキサ車の1台分の電流値の平均値を(31.2)で表示
し、その電流値に対応するスランプ値を10.0で表示して
いる。
In FIG. 3, the fixed time is set to 5 minutes, and when a longer time has elapsed, one truck mixer truck, that is, from batch No. 13 to batch No. 22
In FIG. 3, the average value of the current value of one truck mixer vehicle is indicated by (31.2), and the slump value corresponding to the current value is indicated by 10.0.

【0016】以上のごとく、本発明のトラックミキサ車
1台分のコンクリートのスランプ値自動表示方法によれ
ば、コンクリートミキサによる材料の投入、混練、放出
に要する時間より長い時間バッチの配合等のデータが出
力しない時、または上記混練中に次のバッチの計量が行
なわれない時には、トラックミキサ車へのコンクリート
の投入が終了したものとして、コンピュータに記憶して
いた各バッチの電流値の平均作業を行なうものであり、
これによりトラックミキサ車の1台分のスランプ値の平
均値を自動的に表示できる。
As described above, according to the method for automatically displaying the slump value of concrete for one truck mixer truck according to the present invention, data such as batch compounding time longer than the time required for material input, kneading and discharging by the concrete mixer. When no output is obtained, or when the next batch is not weighed during the above-mentioned kneading, it is assumed that the concrete has been put into the concrete mixer truck, and the average work of the current value of each batch stored in the computer is performed. To do,
This makes it possible to automatically display the average of the slump values for one truck mixer vehicle.

【0017】[0017]

【発明の効果】以上に説明した本発明の方法によれば、
従来午前と午後に1回ずつスランプ値を検出する試験が
必要であったのに対し、その回数を軽減でき、人手を少
なくできる。
According to the method of the present invention described above,
Conventionally, a test for detecting a slump value once in the morning and once in the afternoon was required. However, the number of tests can be reduced and the number of workers can be reduced.

【0018】また、1台分のトラックミキサ車の1台分
のコンクリートのスランプ値を、一定時間内に混練りし
たバッチ数を連続練りしたコンクリート量の平均したス
ランプ値として自動的に表示でき、使用するコンクリー
トのスランプ値の管理が容易になる。
Further, the slump value of the concrete of one truck mixer truck can be automatically displayed as the average slump value of the amount of the concrete continuously kneaded in the number of batches kneaded within a predetermined time, The management of the slump value of the concrete used becomes easy.

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

【図1】本発明のスランプ値自動表示方法の一実施形態
におけるコンクリートミキサの負荷の電流値とコンクリ
ートのスランプ値との相関関係を示すグラフである。
FIG. 1 is a graph showing a correlation between a load current value of a concrete mixer and a slump value of concrete in one embodiment of a method for automatically displaying a slump value of the present invention.

【図2】図1のグラフから作成した電流値とスランプ値
との対応表である。
FIG. 2 is a correspondence table between a current value and a slump value created from the graph of FIG. 1;

【図3】図1におけるコンクリートミキサの各バッチご
との日付、時間、配合番号、容量、材料配合、電流値及
びスランプ値の印字表である。
3 is a printing table of date, time, composition number, capacity, material composition, current value, and slump value for each batch of the concrete mixer in FIG.

【図4】図3のコンクリートミキサの各バッチのサイク
ルタイム図である。
FIG. 4 is a cycle time diagram of each batch of the concrete mixer of FIG. 3;

【図5】従来のトラックミキサ車からコンクリートの適
量をそのスランプ値検出用に落とす作業の説明図であ
る。
FIG. 5 is an explanatory view of an operation of dropping an appropriate amount of concrete from a conventional truck mixer truck for detecting its slump value.

【図6】図5のコンクリートのスランプ値検出試験の説
明図である。
FIG. 6 is an explanatory diagram of a slump value detection test of the concrete of FIG.

【符号の説明】[Explanation of symbols]

1 トラックミキサ車 2 手押車 3 筒容器 4 コンクリート S 砂 C セメント W 水 G 砂利 DESCRIPTION OF SYMBOLS 1 Concrete mixer truck 2 Wheelbarrow 3 Cylindrical container 4 Concrete S Sand C Cement W Water G Gravel

───────────────────────────────────────────────────── フロントページの続き (72)発明者 古堅 泰秀 東京都千代田区四番町5 東亜建設工業株 式会社内 (72)発明者 宮崎 城太郎 東京都千代田区四番町5 東亜建設工業株 式会社内 (72)発明者 落合 勝俊 岐阜県大垣市内原2丁目133−1 名岐機 器株式会社内 Fターム(参考) 2D055 DB00 KA00 LA12 LA13  ──────────────────────────────────────────────────続 き Continuing from the front page (72) Inventor Yasuhide Kogan 5 Toban Construction Industry Co., Ltd. 5 Yonbancho, Chiyoda-ku, Tokyo (72) Inventor Miyazaki Johtaro 5 Toa Construction Industry Co., Ltd. 5 Yonbancho, Chiyoda-ku, Tokyo (72) Inventor Katsutoshi Ochiai 2-133-1, Hara, Ogaki-shi, Gifu F-term (reference) 2D055 DB00 KA00 LA12 LA13

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 コンクリートミキサの負荷の電流値とコ
ンクリートのスランプ値との相関関係を求めておき、コ
ンクリートミキサの各バッチごとの電流値を測定し、コ
ンピュータに記憶させ、予め設定した上記バッチの投
入、混練、放出に要する時間より長い時間バッチの配合
等のデータが出力されない時、または上記混練中に次の
バッチの計量が行なわれない時に、トラックミキサ車へ
のコンクリートの投入が終了したものとして、それまで
にコンピュータに記憶していた各バッチの電流値の平均
作業を行ない、電流値とスランプ値との相関関係からト
ラックミキサ車のスランプ値を表示するトラックミキサ
車1台分のコンクリートのスランプ値自動表示方法。
1. A correlation between the current value of the load of the concrete mixer and the slump value of the concrete is determined in advance, the current value of each batch of the concrete mixer is measured, stored in a computer, and the preset batch When the input of concrete into the concrete mixer truck has been completed when data such as the blending of the batch is not output for a time longer than the time required for charging, kneading and discharging, or when the next batch is not weighed during the kneading. The average of the current value of each batch stored in the computer up to that point is averaged, and the slump value of the concrete mixer truck is displayed from the correlation between the current value and the slump value. Slump value automatic display method.
JP27647999A 1999-09-29 1999-09-29 Automatic display of concrete slump value for one truck mixer truck Expired - Lifetime JP4360451B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27647999A JP4360451B2 (en) 1999-09-29 1999-09-29 Automatic display of concrete slump value for one truck mixer truck

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27647999A JP4360451B2 (en) 1999-09-29 1999-09-29 Automatic display of concrete slump value for one truck mixer truck

Publications (2)

Publication Number Publication Date
JP2001097749A true JP2001097749A (en) 2001-04-10
JP4360451B2 JP4360451B2 (en) 2009-11-11

Family

ID=17570036

Family Applications (1)

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Country Status (1)

Country Link
JP (1) JP4360451B2 (en)

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US11594305B2 (en) 2017-12-22 2023-02-28 Verifi Llc Managing concrete mix design catalogs
US12049023B2 (en) 2019-05-10 2024-07-30 Gcp Applied Technologies Inc. Instrument for direct measurement of air content in a liquid using a resonant electroacoustic transducer

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