JPH02170037A - Measuring instrument for aggregate surface water - Google Patents

Measuring instrument for aggregate surface water

Info

Publication number
JPH02170037A
JPH02170037A JP32556588A JP32556588A JPH02170037A JP H02170037 A JPH02170037 A JP H02170037A JP 32556588 A JP32556588 A JP 32556588A JP 32556588 A JP32556588 A JP 32556588A JP H02170037 A JPH02170037 A JP H02170037A
Authority
JP
Japan
Prior art keywords
aggregate
water
cylindrical body
surface water
measured
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
JP32556588A
Other languages
Japanese (ja)
Other versions
JPH0551857B2 (en
Inventor
Toshio Takeuchi
武内 俊雄
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.)
Nikko Co Ltd
Nikko KK
Original Assignee
Nikko Co Ltd
Nikko 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 Nikko Co Ltd, Nikko KK filed Critical Nikko Co Ltd
Priority to JP32556588A priority Critical patent/JPH02170037A/en
Publication of JPH02170037A publication Critical patent/JPH02170037A/en
Publication of JPH0551857B2 publication Critical patent/JPH0551857B2/ja
Granted legal-status Critical Current

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

Abstract

PURPOSE:To speed up measuring operation and to adapt the measuring instrument to the manufacture cycle of ready mixed concrete by feeding an aggregate sample in a cylindrical body where water is supplied and measuring the surface water rate of the aggregate automatically by using its water level variation. CONSTITUTION:While the lower opening of the cylindrical body 5 is closed with a bottomed lid 8, a proper amount of water is poured, and its water level is measured by a distance sensor 15, whose measurement data is sent to a microcomputer MCPT 35. Then the aggregate sample in a tank 2 is sampled 29 by a proper amount, its weight is measured 21, and the measurement data is sent to the MCPT 35 while the sampled aggregate is fed in the cylindrical body 5. Then the water level which is raised by the fed aggregate is measured by a sensor 15 after air bubbles are dispersed, and the measurement data is sent to the MCPT 35. The MCPT 35 calculates the aggregate surface water rate from the set specific gravity of the water, the surface dry specific gravity of the aggregate, the internal diameter of the cylindrical body, and measurement data.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、砂、砂利等の骨材の表面水車を測定する骨材
表面水測定装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to an aggregate surface water measuring device for measuring surface water turbines of aggregates such as sand and gravel.

[従来の技術] バッチャ−プラントにより生コンクリートを製造する場
合、砂、砂利、セメント、水、混和剤等のコンクリート
材料を一定比率で練り混ぜて製造しているが、セメント
量に対する水量の比率がコンクリート強度に重要な影響
を与えることが知られている。したがって、製造するコ
ンクリートの配合に応じて水を計量する際には、砂、砂
利等の表面に付着している骨材の表面水を考慮する必要
がある。
[Conventional technology] When ready-mixed concrete is manufactured using a batcher plant, concrete materials such as sand, gravel, cement, water, and admixtures are mixed in a fixed ratio, but the ratio of the amount of water to the amount of cement is It is known to have an important effect on concrete strength. Therefore, when measuring water according to the mix of concrete to be manufactured, it is necessary to take into account the surface water of the aggregate adhering to the surface of sand, gravel, etc.

従来、この骨材の表面水な測定するために、静電容量や
赤外線及び中性子線等を利用した方法がある。また、J
ISにおいてはJISAllll[細骨材の表面水率試
験方法J、JISA1125「骨材の含水率試験方法及
び含水率に基づく表面水率の試験方法」に基づく測定方
法が知られている。
Conventionally, there have been methods using electrostatic capacitance, infrared rays, neutron beams, etc. to measure the surface water content of aggregates. Also, J
In IS, a measuring method based on JISA All [Method for testing surface water content of fine aggregate J, JISA1125 "Testing method for water content of aggregate and Test method for surface water content based on water content" is known.

[発明が解決しようとする課題] しかしながら、静電容量、赤外線、中性子線等を応用し
て表面水率を計測する装置では、検出器を骨材に接触さ
せるものが多いために検出器に骨材が付着したり、また
骨材の粒度及び充填密度が変化したときには計測精度が
低下したり、更には塩分を含む骨材の場合には計測値に
大きなばらつきを生じて正確に計測できなかった。また
、JISに基づく測定装置では、実験的器具を用いて重
量測定や容量測定を手作業で行うため時間がかかり、生
コンクリート製造のサイクル時間に間に合わない欠点を
有している。
[Problems to be Solved by the Invention] However, in many devices that measure surface water percentage by applying electrostatic capacitance, infrared rays, neutron beams, etc., the detector is brought into contact with aggregate, so Measurement accuracy decreases when materials adhere to the aggregate or the particle size and packing density of the aggregate change, and furthermore, in the case of aggregate containing salt, there is a large variation in measurement values, making it impossible to measure accurately. . In addition, the measuring device based on JIS has the disadvantage that it takes time to manually measure weight and capacity using experimental equipment, and cannot keep up with the cycle time of ready-mixed concrete production.

そこで本発明は、上記の点に鑑み、骨材の表面水率をJ
ISに基づく測定方法に準拠したうえで自動により短時
間に測定することができる骨材表面水測定装置を提案す
ることを目的とするものである。
Therefore, in view of the above points, the present invention aims to increase the surface water content of aggregate by J
The purpose of this invention is to propose an apparatus for measuring aggregate surface water that can automatically measure water in a short time while complying with the measurement method based on IS.

[課題を解決するための手段] 本発明は上記目的を達成するために、内径を一定とした
筒状体を固定し、該筒状体の下部には下部開口を開放、
閉塞する底蓋を具備し、筒状体の」1位には筒状体内の
水位を計測する距離センサを設けるとともに、サンプリ
ングした骨材の重量を測定して前記筒状体に投入する重
量測定手段を設け、かつ距離センサと重量測定手段で計
測したデータを演算処理して骨材の表面水率を算出する
マイクロコンピュータを具備したことを特徴とじた骨材
表面水測定装置を提供するものである。
[Means for Solving the Problems] In order to achieve the above object, the present invention fixes a cylindrical body with a constant inner diameter, opens a lower opening at the bottom of the cylindrical body,
A distance sensor is provided at the first position of the cylindrical body to measure the water level inside the cylindrical body, and a weight measurement device is provided to measure the weight of sampled aggregate and to feed it into the cylindrical body. The present invention provides an aggregate surface water measuring device characterized by having a microcomputer that calculates the surface water percentage of the aggregate by calculating the data measured by the distance sensor and the weight measuring means. be.

[作 用] 本発明に係る骨材表面水測定装置にあっては、先ず、筒
状体の下部開口を底蓋で閉じた状態で適宜量の水を注水
し、その水位を距離センサによって計測し、計測データ
をマイクロコンピュータに送り込む。次に骨材試料を適
宜量サンプリングしてその重量を重量測定手段で測定し
、測定データをマイクロコンピュータに送り込むととも
に、サンプリングした骨材を前記筒状体内に静かに投入
する。そして気泡の発散の後、投入した骨材によって」
−昇した水位を再び距離センサによって計測し、その計
測データをマイクロコンピュータに送り込む。マイクロ
コンピュータでは、予め設定入力しておいた水の比重、
骨材の表乾比重、筒状体の内径と前記計測した測定デー
タから表面水車演算プログラムの実行によって骨材表面
水を算出するのである。
[Function] In the aggregate surface water measuring device according to the present invention, first, an appropriate amount of water is poured with the lower opening of the cylindrical body closed with the bottom cover, and the water level is measured by a distance sensor. and sends the measurement data to the microcomputer. Next, an appropriate amount of aggregate sample is sampled, its weight is measured by a weight measuring means, the measured data is sent to a microcomputer, and the sampled aggregate is gently placed into the cylindrical body. Then, after the air bubbles are released, depending on the aggregate that is added.”
- Measure the rising water level again using the distance sensor and send the measured data to the microcomputer. In the microcomputer, the specific gravity of water that has been entered in advance,
The aggregate surface water is calculated by executing a surface water wheel calculation program from the surface dry specific gravity of the aggregate, the inner diameter of the cylindrical body, and the measured data.

[実施例] 以下本発明の実施例を図面に基づいて説明する。[Example] Embodiments of the present invention will be described below based on the drawings.

骨材の表面水率を測定する表面水測定装置本体1はバッ
チャ−プラントの骨材貯蔵槽2の下方付近に設けた支持
材3上の枠体4に構成機器を収納している。その構成機
器を順次説明すると、枠体4の中央部付近には高さレベ
ルがわかれば内容積を正確に知ることのできる内径加工
を施した筒状体5が支持部材6に固定金具7を介して固
足しである。該筒状体5の下部には下部開口を開放、閉
塞する底蓋8が取り付けである。該底蓋8には取付は片
9を立設したアーム10が固着してあり、筒状体5に固
着した支持片9に前記取付は片9を軸体12により軸支
し、底蓋8を軸体12を支点に回動自在にしである。ア
ーム10の先端部には支持部材6に取り伺けたエアシリ
ンダー13のピストンロッド14の先端部を連結し、エ
アシリンダー13のピストンロッド14の伸縮によって
筒状体5の下部開口を底蓋8によって閉塞、開放するよ
うになっている。また筒状体5と底蓋8が当接する部分
にはパツキン(図示せず)が取り付けてあり、底蓋8の
閉塞時には筒状体5の底部を完全密封するようにしてい
る。
A surface water measuring device main body 1 for measuring the surface water percentage of aggregates has its components housed in a frame 4 on a support member 3 provided near the bottom of an aggregate storage tank 2 of a batcher plant. To explain the components one by one, near the center of the frame 4, there is a cylindrical body 5 whose inner diameter has been machined so that the internal volume can be accurately determined if the height level is known. It's a solid foundation. A bottom cover 8 is attached to the lower part of the cylindrical body 5 for opening and closing the lower opening. An arm 10 having a mounting piece 9 erected thereon is fixed to the bottom cover 8, and the mounting piece 9 is pivotally supported by a shaft 12 on the support piece 9 fixed to the cylindrical body 5, and the bottom cover 8 is rotatable about the shaft body 12 as a fulcrum. The tip of the piston rod 14 of the air cylinder 13, which is accessible to the support member 6, is connected to the tip of the arm 10, and the lower opening of the cylindrical body 5 is opened by the bottom cover 8 as the piston rod 14 of the air cylinder 13 expands and contracts. It is supposed to be blocked and opened. A gasket (not shown) is attached to the portion where the cylindrical body 5 and the bottom lid 8 come into contact, so that the bottom of the cylindrical body 5 is completely sealed when the bottom lid 8 is closed.

筒状体5の上方に位置する枠体4には距離センサである
超音波センサ15が固着してあり、該超音波センサ15
は筒状体5内に注水した水に超音波を発射し、水面から
反射してくる超音波をキャッチし、発射してから反射し
てくるまでの時間を計測して水位を測定するものである
An ultrasonic sensor 15, which is a distance sensor, is fixed to the frame 4 located above the cylindrical body 5.
The water level is measured by emitting ultrasonic waves into the water poured into the cylindrical body 5, catching the ultrasonic waves reflected from the water surface, and measuring the time from when the ultrasonic waves are emitted until they are reflected. be.

なお、超音波センサ15によって水位をより正確に計測
するために、筒状体5の」一部に第2図に示すように支
切板16を設けたり、第3図に示すように筒状体5の側
部から内径の一定な細管17を分岐させ、極力水面の波
立ちの影響の少ないところを測定するようにすると良い
。また表面水測定装置本体1の設置に際しては、防震ゴ
ムや防震機構を採用してバッチャ−プラント本体の振動
の影響を極力受けないような構造にすることが好ましい
In order to more accurately measure the water level with the ultrasonic sensor 15, a dividing plate 16 is provided on a part of the cylindrical body 5 as shown in FIG. It is preferable to branch a thin tube 17 with a constant inner diameter from the side of the body 5 and measure the area where the influence of ripples on the water surface is as small as possible. In addition, when installing the surface water measuring device main body 1, it is preferable to use anti-seismic rubber or an anti-seismic mechanism to create a structure that is not affected by vibrations of the batcher plant main body as much as possible.

筒状体5の上方には貯水槽18が設けてあり、該貯水槽
18の下部に連結した注水パイプ19に配したバルブ2
0の開閉によって注水パイプ19より筒状体5内に注水
できるようにしである。21はサンプリングした骨材試
料の重量を測定する重量測定手段であって、該重量測定
手段21は支持部材6に立設した支持金具22に板体2
3の一端部を軸体24によって回動自在に軸支し、前記
板体23の上面にロードセル25を載置固定し、その上
に計量皿26を取り付けている。そして、支持部材6に
取り44けたエアシリンダー27のピストンロッド28
の先端部を前記板体23の下面中央部付近に取り付け、
エアシリンダー27のピストンロッド28の伸張により
第1図の2点鎖線で示すように計量皿26を傾斜させ、
サンプリング計量した骨材を筒状体5内に投入できるよ
うにしである。
A water tank 18 is provided above the cylindrical body 5, and a valve 2 is provided on a water injection pipe 19 connected to the lower part of the water tank 18.
Water can be poured into the cylindrical body 5 from the water injection pipe 19 by opening and closing the water injection pipe 19. Reference numeral 21 denotes a weight measuring means for measuring the weight of the sampled aggregate sample.
3 is rotatably supported by a shaft 24, a load cell 25 is mounted and fixed on the upper surface of the plate 23, and a weighing pan 26 is attached thereon. Then, the piston rod 28 of the 44-digit air cylinder 27 is mounted on the support member 6.
Attach the tip of the plate near the center of the lower surface of the plate 23,
By expanding the piston rod 28 of the air cylinder 27, the weighing pan 26 is tilted as shown by the two-dot chain line in FIG.
This allows the sampled and measured aggregate to be put into the cylindrical body 5.

29は骨材貯蔵槽2の下部に設けた骨材サンプリング装
置であって、該骨材サンプリング装置29は上面に切欠
き部30を有するパイプ31を骨材貯蔵槽2の下部に挿
入し、パイプ31の一端部を計量皿26に臨ませ、他端
部に設けたエアシリンダー32のピストンロッド33の
先端部に固着した押出片34によって切欠き部30から
パイプ31に落下してパイプ内に溜った骨材試料を押し
出して計量皿26へ落下させるようにしている。
Reference numeral 29 denotes an aggregate sampling device provided at the lower part of the aggregate storage tank 2, and the aggregate sampling device 29 has a pipe 31 having a notch 30 on the upper surface inserted into the lower part of the aggregate storage tank 2. One end of the air cylinder 31 faces the weighing pan 26, and the extruded piece 34 fixed to the tip of the piston rod 33 of the air cylinder 32 provided at the other end causes the air to fall from the notch 30 into the pipe 31 and accumulate in the pipe. The aggregate sample is pushed out and dropped onto a weighing pan 26.

なお、この骨材サンプリング装置は何んら上記の構造に
限定するものでなく、要は骨材貯蔵槽2かも払い出され
る骨材をサンプリングできる装置であれば良い。
It should be noted that this aggregate sampling device is not limited to the above-mentioned structure in any way, and the point is that the aggregate storage tank 2 may be any device as long as it can sample the discharged aggregate.

35は各種データを演算処理をするマイクロコンピュー
タであって、該マイクロコンピュータ35はCPU36
と記憶部37を有しており、AD変換器38.39を介
して超音波センサ15及びロードセル25に接続してあ
り、超音波センサ15及びロードセル25により計測し
たデータなCPU36に取り込んで骨材表面水率を算出
するようにプログラミングされている。また、骨材表面
水率算出のために必要な水の比重、骨材の表乾比重、筒
状体5の内径等の初期データを設定入力する設定入力部
40や、処理結果を表示する表示装置41が接続されて
いる。更に算出した骨材表面水車をプラントの材料計量
にフィードバッグできるように操作盤42にも接続され
ている。
35 is a microcomputer that performs arithmetic processing on various data, and the microcomputer 35 is connected to a CPU 36.
It is connected to the ultrasonic sensor 15 and the load cell 25 via AD converters 38 and 39, and the data measured by the ultrasonic sensor 15 and load cell 25 is input into the CPU 36 and stored in the aggregate. Programmed to calculate surface water percentage. Additionally, there is a setting input section 40 for setting and inputting initial data such as specific gravity of water, surface dry specific gravity of aggregate, inner diameter of cylindrical body 5, etc. required for calculating aggregate surface water percentage, and a display for displaying processing results. A device 41 is connected. Furthermore, it is also connected to an operation panel 42 so that the calculated aggregate surface water wheel can be fed back to the material metering of the plant.

しかして、骨材の表面水を測定する場合、マイクロコン
ピュータ35の記憶部39に設定入力部40を介して水
の比重(9w)(水温を考慮して高精度な演算を行なう
とき)、骨材の表乾状態の比重(G)、筒状体の内径(
D cm)を予め設定入力しておく。そして、貯水槽1
8の注水パイプ19のバルブ20を開閉制御して適宜量
の水を筒状体5内に注水する。注水後、超音波センサ1
5から水面に向って超音波を発射し、水面から反射波が
戻ってくるまでの時間を計測し、次式によって超音波セ
ンサ15から水面までの距離LL (cm)を算出する
Therefore, when measuring the surface water of aggregate, the specific gravity (9w) of water (when performing highly accurate calculations taking water temperature into account), bone The specific gravity (G) of the material in the surface dry state, the inner diameter of the cylindrical body (
D cm) is set and input in advance. And water tank 1
An appropriate amount of water is injected into the cylindrical body 5 by controlling the opening and closing of the valve 20 of the water injection pipe 19 of 8. After water injection, ultrasonic sensor 1
5 emits ultrasonic waves toward the water surface, measures the time until the reflected waves return from the water surface, and calculates the distance LL (cm) from the ultrasonic sensor 15 to the water surface using the following formula.

計測距離LL(cm)=測定時間×音速/2次に、サン
プリング装置29のエアシリンダー32のピストンロッ
ド33を伸張し、切欠部30からパイプ31に落下して
パイプ内に溜ったサンプリング骨材をピストンロフト3
3の先端の押出片34で押し出して重量測定手段21の
計量皿26に落し込む。計量皿26に骨材が乗り移ると
ロードセル25によってサンプリングした骨材重量ws
(g)を測定する。
Measurement distance LL (cm) = Measurement time x Sound velocity / 2 Next, the piston rod 33 of the air cylinder 32 of the sampling device 29 is extended, and the sampling aggregate that falls from the notch 30 into the pipe 31 and accumulates inside the pipe is removed. piston loft 3
It is pushed out by the extrusion piece 34 at the tip of No. 3 and dropped into the weighing pan 26 of the weight measuring means 21. When the aggregate is transferred to the weighing pan 26, the aggregate weight ws sampled by the load cell 25
(g) is measured.

骨材の計量が完了すると、エアシリンダー27のピスト
ンロッド28を伸張し、計量皿26を傾斜させ、計量皿
26上の骨材を静かに筒状体5内に投入し、骨材中の気
泡を発散させた後、再び超音波センサ15で筒状体5内
の水面と超音波センサ15との距離L2(cm)を計測
する。このとき水面は投入した骨材量に応じて上昇して
いる。
When the weighing of the aggregate is completed, the piston rod 28 of the air cylinder 27 is extended, the weighing pan 26 is tilted, and the aggregate on the weighing pan 26 is gently introduced into the cylindrical body 5 to eliminate air bubbles in the aggregate. After dispersing the water, the ultrasonic sensor 15 measures the distance L2 (cm) between the water surface inside the cylindrical body 5 and the ultrasonic sensor 15 again. At this time, the water level is rising according to the amount of aggregate added.

これらの測定データはマイクロコンピュータ35に取り
込み、次式によって表面水率P%を算出する。
These measurement data are taken into the microcomputer 35, and the surface water percentage P% is calculated using the following formula.

サンプリング骨材量Ws (g)は表乾状態の砂に表面
水 P ”100 となる。
The amount of sampled aggregate Ws (g) corresponds to surface water P''100 in surface-dry sand.

そして、サンプリング骨材で置換した水量Vs(g)は
表乾状態の砂で置換した水量と、表面水量との和である
から となる。この式から となり となる。この時Vsは、部上体5内の水位の変化量(L
 1−L2)から求めることができ、Vs= (LL−
L2)Xπ(D/2)Xpwで計算される。
This is because the amount of water replaced by the sampling aggregate Vs (g) is the sum of the amount of water replaced by surface dry sand and the amount of surface water. From this formula we get: At this time, Vs is the amount of change in the water level in the upper body 5 (L
1-L2), and Vs= (LL-
L2) is calculated as Xπ(D/2)Xpw.

このようにサンプリング骨材の投入前後の筒状体5内の
水面の水位差を計測することにより簡単に骨材の表面水
率を算出ができる。また、筒状体5への注水量は一定量
であることが望ましいが、注水毎に水位を計測するので
一定量とする必要がなく、また筒状体5内に残留する水
分も次回の計測に影響を与えないので操作性が良く、迅
速かつ自動的に測定が行えるものである。
In this way, by measuring the difference in water level in the cylindrical body 5 before and after the sampling aggregate is introduced, the surface water percentage of the aggregate can be easily calculated. In addition, although it is desirable that the amount of water injected into the cylindrical body 5 be a constant amount, since the water level is measured each time water is injected, it is not necessary to keep the amount constant, and the amount of water remaining in the cylindrical body 5 is also measured at the next time. It is easy to operate because it does not affect the environment, and measurements can be performed quickly and automatically.

こうして骨材に表面水率の測定が終了すると、エアシリ
ンダー13のピストンロッド14を縮小し、筒状体5の
底蓋8を開放して内部の骨材を水とともに排出する。こ
のとき、注水パイプ19から水を注水し、筒状体5内を
洗浄して残留骨材を排出するようにすると良い。
When the measurement of the surface water content of the aggregate is completed, the piston rod 14 of the air cylinder 13 is contracted, the bottom cover 8 of the cylindrical body 5 is opened, and the aggregate inside is discharged together with water. At this time, it is preferable to inject water from the water injection pipe 19 to clean the inside of the cylindrical body 5 and discharge the remaining aggregate.

[発明の効果] 以上のように本発明に係る骨材表面水測定装置にあって
は、JISに基づく演算方法によって骨材の表面水率の
測定を自動化して行うことができ、また骨材の表面水率
を迅速に測定できるので生コンクリートの製造サイクル
に十分対応できるものである。
[Effects of the Invention] As described above, in the aggregate surface water measuring device according to the present invention, it is possible to automatically measure the surface water percentage of aggregates using a calculation method based on JIS, and Since the surface water content of the concrete can be measured quickly, it is fully compatible with the production cycle of ready-mixed concrete.

更に、骨材の表面水率の測定毎に筒状体5の水位を測定
するため、筒状体5内に水分が残留してもその影響を受
けることなく正確に表面水率を測定することができるも
のである。
Furthermore, since the water level in the cylindrical body 5 is measured every time the surface water content of the aggregate is measured, the surface water content can be accurately measured without being affected even if water remains in the cylindrical body 5. It is something that can be done.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明に係る骨材表面水測定装置の一部縦断正
面図、第2図及び第3図は骨材表面水測定装置の筒状体
の他の実施例を示す一部縦断正面図である。
FIG. 1 is a partially longitudinal front view of the aggregate surface water measuring device according to the present invention, and FIGS. 2 and 3 are partially longitudinal front views showing other embodiments of the cylindrical body of the aggregate surface water measuring device. It is a diagram.

Claims (1)

【特許請求の範囲】[Claims] 内径を一定とした筒状体を固定し、該筒状体のの下部に
は下部開口を開放、閉塞する底蓋を具備し、筒状体の上
位には筒状体内の水位を計測する距離センサを設けると
ともに、サンプリングした骨材の重量を測定して前記筒
状体に投入する重量測定手段を設け、かつ距離センサと
重量測定手段で計測したデータを演算処理して骨材の表
面水率を算出するマイクロコンピュータを具備したこと
を特徴とした骨材表面水測定装置。
A cylindrical body with a constant inner diameter is fixed, a bottom cover is provided at the bottom of the cylindrical body to open and close the lower opening, and a distance is provided above the cylindrical body to measure the water level inside the cylindrical body. In addition to providing a sensor, a weight measuring means is provided to measure the weight of sampled aggregate and put it into the cylindrical body, and the data measured by the distance sensor and weight measuring means is calculated and calculated to determine the surface water content of the aggregate. An aggregate surface water measuring device characterized by being equipped with a microcomputer that calculates.
JP32556588A 1988-12-22 1988-12-22 Measuring instrument for aggregate surface water Granted JPH02170037A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32556588A JPH02170037A (en) 1988-12-22 1988-12-22 Measuring instrument for aggregate surface water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32556588A JPH02170037A (en) 1988-12-22 1988-12-22 Measuring instrument for aggregate surface water

Publications (2)

Publication Number Publication Date
JPH02170037A true JPH02170037A (en) 1990-06-29
JPH0551857B2 JPH0551857B2 (en) 1993-08-03

Family

ID=18178310

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32556588A Granted JPH02170037A (en) 1988-12-22 1988-12-22 Measuring instrument for aggregate surface water

Country Status (1)

Country Link
JP (1) JPH02170037A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7000458B2 (en) 2001-06-20 2006-02-21 Obayashi Corporation Weighing equipment for concrete material
CN105571977A (en) * 2016-01-22 2016-05-11 成都汉维斯科技有限公司 Evaporator and implementation method thereof

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6163144U (en) * 1984-03-09 1986-04-28

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6163144U (en) * 1984-03-09 1986-04-28

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7000458B2 (en) 2001-06-20 2006-02-21 Obayashi Corporation Weighing equipment for concrete material
CN105571977A (en) * 2016-01-22 2016-05-11 成都汉维斯科技有限公司 Evaporator and implementation method thereof

Also Published As

Publication number Publication date
JPH0551857B2 (en) 1993-08-03

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