JPS62275707A - Water weigher structure in concrete production unit - Google Patents

Water weigher structure in concrete production unit

Info

Publication number
JPS62275707A
JPS62275707A JP11931587A JP11931587A JPS62275707A JP S62275707 A JPS62275707 A JP S62275707A JP 11931587 A JP11931587 A JP 11931587A JP 11931587 A JP11931587 A JP 11931587A JP S62275707 A JPS62275707 A JP S62275707A
Authority
JP
Japan
Prior art keywords
water
amount
primary
concrete
cement
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
JP11931587A
Other languages
Japanese (ja)
Inventor
入江 臣夫
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.)
Kitagawa Iron Works Co Ltd
Original Assignee
Kitagawa Iron Works Co Ltd
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 Kitagawa Iron Works Co Ltd filed Critical Kitagawa Iron Works Co Ltd
Priority to JP11931587A priority Critical patent/JPS62275707A/en
Publication of JPS62275707A publication Critical patent/JPS62275707A/en
Pending legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 a 発明の詳細な説明 本発明はミキサでの混線過程において骨材にセメントペ
ースト状の外皮造膜層を形成することにより高強度コン
クリートを作るパッチ式コンクリート製造装置に関する
ものである。
Detailed Description of the Invention a Detailed Description of the Invention The present invention relates to a patch-type concrete production device that produces high-strength concrete by forming a cement paste-like outer coating layer on aggregate during the mixing process in a mixer. It is.

コンクリート製造方法において、セメント量に対する略
一定の水量(1次水量と称する)を表面に均一な状態に
持たせた骨材とセメントを混練し骨材にセメントペース
ト状の外皮造膜層を形成した後、コンクリート配合水量
より1次水量を差し引いた残量(2次水量と称する)を
加え混練して所定の配合1ζなるようIζ製造されたコ
ンクリートは、骨材のもつ外皮造膜層の作用により、同
じ配合で従来のコンクリート製造方法にて製造した場合
にくらべて約13倍以上の高強度コンクリートを製造出
来ることが知られている。しかし従来のパッチ式コンク
リート製造装置では、水計量器は1槽の計量槽にて全量
を計量し、全量を連続して排出する機能しかなく、1次
水ゑと2次水量を分割して計量、排出が行えない。たと
え排出時に排出弁を人的手段により、Dg閉を繰返して
分割排出を行ったとしても常に同じ量に分割したり、又
数拾種類の違った配合のコンクリートを交互に製造する
ため、配合に合った的確な1次水量、2次水量に分割す
ることは不可能で常に安定した最良の高強度コンクリー
トを製造することは出来ない。
In the concrete manufacturing method, aggregate and cement are kneaded to have an approximately constant amount of water (referred to as primary water amount) uniformly on the surface relative to the amount of cement, and a cement paste-like outer coating layer is formed on the aggregate. After that, the remaining amount after subtracting the primary water amount from the concrete mix water amount (referred to as the secondary water amount) is added and kneaded to obtain the specified mix of Iζ.Concrete manufactured by Iζ is produced by the action of the outer coating layer of the aggregate. It is known that high-strength concrete can be produced that is about 13 times more strong than that produced by conventional concrete production methods with the same mix. However, in conventional patch-type concrete manufacturing equipment, the water meter only has the function of measuring the entire amount in one measuring tank and discharging the entire amount continuously, and instead measures the amount of primary water and secondary water separately. , cannot be discharged. Even if the discharge valve is manually closed at the time of discharge, Dg is repeatedly closed and discharged in parts, it is always divided into the same amount, and since several dozen types of concrete with different compositions are produced alternately, it is difficult to It is impossible to divide the amount of water into the correct amount of primary water and secondary water, making it impossible to always produce the best high-strength concrete that is stable.

この高強度コンクリートは前記したようlこ骨材にセメ
ントペースト状の外皮造膜層を形成させることにあるが
、単にセメントと水fこよりセメントペーストを作るの
でなくセメントと水の混合率が重要な要素となっている
。そのためこのコンクリートを製造するには使用セメン
ト量に対する的確な一次水量を求め、コンクリートの全
配合水量を1次水量と2次水量に分割して、1次水量と
骨材を均等に混合し、そわにセメントを混練させること
を確実に行う必要がゐろ。
The purpose of this high-strength concrete is to form a cement paste-like outer coating layer on the aggregate as described above, but rather than simply making cement paste from cement and water, the mixing ratio of cement and water is important. It has become an element. Therefore, in order to manufacture this concrete, the correct amount of primary water is determined for the amount of cement used, the total amount of water mixed in the concrete is divided into the amount of primary water and the amount of secondary water, and the amount of primary water and aggregate are mixed evenly. It is necessary to ensure that the cement is mixed properly.

本発明は、現工場のレイアウトを変えろことなく、わず
かの設備の追加と改造によりこの高強度コンクリートを
確実に行えるようlこしたもので、その目的とする処は
セメント量に対する1次水量の割合が設定出来、その比
率とコンクリートの材料配合値と細骨材の表面水率より
1次水量、2次水屋を算出してその値を水計量器に設定
指示出来る演算装置と、1次水量・2次水量を別々に計
量を行い、別々にミキサへ排出することが出来ろ水計量
器を装備した、高強度コンクリートを製造出来るパッチ
式コンクリート製造装置を提供することにある。
The present invention enables the production of high-strength concrete without changing the layout of the existing factory by adding or modifying a small amount of equipment. can be set, and a calculation device that can calculate the primary water volume and secondary water volume from the ratio, the concrete material mixture value, and the surface water percentage of fine aggregate, and then instruct the water meter to set the values, and the primary water volume. - To provide a patch type concrete manufacturing device capable of manufacturing high-strength concrete, which is equipped with a free water meter that can measure the amount of secondary water separately and discharge it to a mixer separately.

次に本発明を第1図に基づいて実施例を説明すると1は
セメント量に対する1次水量の割合を設定出来る1次水
・セメント比設定器2を有する演算装置にて1次水量、
2次水量を下記演算式にて算出を行う。
Next, an embodiment of the present invention will be described based on FIG.
Calculate the secondary water amount using the following formula.

水配合値をW1細骨材配合値を8、セメント配合値をC
1全水計量値をWO11次水量をWl、2次水量値をW
2、細骨材計量値をSO1細骨材表面水率をA%、セメ
ン、ト量に対する1次水量の比率をB%とすると、 となり0式は条件式にて0式が胴だされろ場合は次の0
式、0式により1次水量、2次水量を求めろ。
Water blending value is W1, fine aggregate blending value is 8, cement blending value is C
1.The total water measurement value is WO.11.The primary water amount is Wl.The secondary water amount is W.
2. If the fine aggregate measurement value is SO1, the fine aggregate surface water percentage is A%, and the ratio of primary water amount to cement amount is B%, then equation 0 is expressed by the conditional equation. If the next 0
Find the primary water volume and secondary water volume using the formula and 0 formula.

0式が満たされない場合は次の0式、■式により1次水
量、2次水量を求めろ。
If Equation 0 is not satisfied, calculate the primary water amount and secondary water amount using the following Equation 0 and Equation 2.

Wl−0・・・・・・・・・・・・・・・・ 0式3は
水計量器を示し、仕切板5により1次水室6と2次水室
71こ完全に仕切られた1 f’(1y2室式の計量槽
4と一次水計爪弁8.2次水計量弁9.1次水排出弁1
0.2次水排出弁11及び受はホッパ12より構成され
ている。コンクリート製造手順に従い説明すると、オペ
レータはコンクリート材料の配合値を穿孔したカード(
図示せず)をカードリーダ20にセット、さらfζ1次
水・セメント比設定器にて必要とする比率をセットし図
示してない操作盤より計量指示を出すと、水分計15は
細骨材貯蔵槽14内の細骨材の表面水率Aを測定し演算
装置1に入力する。演算装置は1次水・セメント比設定
器の設定値B1カードリーグよりの配合値S、W、Cを
もとて前記に示した演算式fこより算出を行い細骨材計
量値、1次水量、2次水量を求めその値So 、 Wl
、 ’wV2を各計量器に設定指示を行う。水計量器は
1次水計量弁の動作により貯水槽13の水を1次氷室に
Wlだけ計量を行い、計量完了後2次水計量弁の動作に
より2次氷室にW2だけ計量を行い、水の全量WOを水
計量槽に累積計量する。同時に細骨材も細骨材計量弁1
6の動作により細骨材計量槽17に80だけ計量を行い
、他の図示していない材料セメント、粗骨材、添加剤も
各々計量器に計量を行う。添加剤は従来計量完了後、水
計量器Eこ排出され、水と共にミキサへ投入されている
が、本発明では2次氷室に排出し2次水と共にミキサへ
排出を行う。なぜならば添加剤の皿類により1次水と共
に排出された場合、骨材の外皮造殻層を形成させるの1
ζ悪影響をおよぼすものがあるのでこれをさけるためで
ある。以上のようにして全材料を計隼冗了後ミキサ19
へまず細骨材排出弁18、−火水排出弁を開き、細骨材
、1次水を投入し続いて粗骨材計fit器より粗骨材を
投入し、ミキサにて必要時間混線を行い均一な表面水を
もつ骨材を作り、次fこセメント計量器よりセメントを
ミキサに投入して必要時間昆練を行い骨材にセメントペ
ースト状の外皮造殻層を形成後、2火水排出弁11を0
口き2次水を投入しミキサはさらに必要時間混練を行い
ry1定の配合の高1強度コンクリートを製造するので
ある。本実施例では細骨材の表面水を水分計により測定
を行っているが、骨材の貯留管理の良い工場では表面水
の変化が余りなく、混線パッチ毎に細骨材の表面水を測
定する必要がない。このような場合は水分計の装備は必
要なく、細骨材の表面水率設定器により表面水率を演算
装置に入力しても良い。
Wl-0・・・・・・・・・・・・・・・ 0 type 3 shows a water meter, and the primary water chamber 6 and the secondary water chamber 71 are completely partitioned by the partition plate 5. 1 f' (1y Two-chamber measuring tank 4 and primary water meter claw valve 8. Secondary water measuring valve 9. Primary water discharge valve 1
0. The secondary water discharge valve 11 and the receiver are composed of a hopper 12. When explaining the concrete manufacturing procedure, the operator displays the mix values of the concrete materials on a perforated card (
(not shown) in the card reader 20, set the required ratio with the fζ primary water/cement ratio setting device, and issue a measurement instruction from the operation panel (not shown). The surface water percentage A of the fine aggregate in the tank 14 is measured and input to the calculation device 1. The calculation device uses the setting values of the primary water/cement ratio setting device and the mixture values S, W, and C from the B1 card league to calculate the fine aggregate measurement value and the primary water amount using the calculation formula f shown above. , find the secondary water volume and calculate its value So, Wl
, 'Instruct each measuring instrument to set wV2. The water meter measures water in the water storage tank 13 by Wl into the primary ice chamber by operating the primary water metering valve, and after measurement is completed, measures W2 into the secondary ice chamber by operating the secondary water metering valve. Cumulatively measure the total amount of WO into the water measuring tank. At the same time, fine aggregate is also measured using fine aggregate metering valve 1.
By the operation 6, 80 is weighed into the fine aggregate measuring tank 17, and other materials (not shown) such as cement, coarse aggregate, and additives are also weighed into the scales. Conventionally, after the additive has been measured, it is discharged from the water meter E and put into the mixer together with water, but in the present invention, it is discharged into the secondary ice chamber and discharged together with the secondary water into the mixer. This is because when the additive is discharged together with the primary water, it is difficult to form a shell layer on the aggregate.
This is to avoid some things that may have a negative effect. After measuring all the ingredients as above, mixer 19
First, open the fine aggregate discharge valve 18 and the fire water discharge valve, add fine aggregate and primary water, then add coarse aggregate from the coarse aggregate meter fitter, and mix the mixer for the necessary time. Next, pour the cement into a mixer using a cement measuring device and knead it for the required time to form a cement paste-like shell layer on the aggregate. Set the discharge valve 11 to 0.
Secondary water is added and the mixer continues kneading for the necessary time to produce high strength concrete with a constant mix of RY1. In this example, the surface water of the fine aggregate is measured using a moisture meter, but in a factory with good aggregate storage management, there is not much change in the surface water, and the surface water of the fine aggregate is measured at each cross-contact patch. There's no need to. In such a case, it is not necessary to equip a moisture meter, and the surface water percentage may be input into the calculation device using a fine aggregate surface water percentage setting device.

他の実施例を付記すれば、@2図は水計量槽4は仕切板
を持たないもので前記0式に示す全水計量値Woを水計
量弁21の動作により計量槽(ζ計量を行い、前記第1
図実施例に説明した1次水、2次水排出時点において、
水排出弁22の次のような動作により1次水、2次水を
的確にεキサに投入する。まず水排出弁を囲き計量水を
ミキサへ投入を始め計量槽内残水量がW2となると排出
弁を閉じろ。このよう(ζして、1次水量をミキサに投
入し、次の2次水量投入時に排出弁を再び開き残りの2
火水fJ、 W 2を全、[Eキサfこ投入する。
To add another example, in Figure @2, the water measuring tank 4 does not have a partition plate, and the total water measurement value Wo shown in equation 0 is measured in the measuring tank (ζ) by the operation of the water measuring valve 21. , said first
At the time of discharging the primary water and secondary water explained in the example shown in the figure,
The following operation of the water discharge valve 22 allows the primary water and secondary water to be accurately introduced into the ε mixer. First, surround the water discharge valve, start pouring measured water into the mixer, and close the discharge valve when the amount of water remaining in the measuring tank reaches W2. In this way (ζ), the primary amount of water is input into the mixer, and when the next secondary amount of water is input, the discharge valve is opened again and the remaining 2
Fire water fJ, W 2 is all put in [Ekisa fko.

第3図は1次水量、2次水量の専用計量器を別々に設け
た場合で動作は第1図実施例と同じである。第2図、第
3図とも水計量器部のみ図示しているが、演算装置との
組合せは第1図と同じである。
FIG. 3 shows a case where dedicated measuring devices for the primary water amount and secondary water amount are provided separately, and the operation is the same as the embodiment shown in FIG. 1. Although only the water meter portion is shown in both FIGS. 2 and 3, the combination with the arithmetic device is the same as in FIG. 1.

a上水発明を実施例に基づいて説明したが、本発明の特
徴とするところは、1次水量・2次水量を算出し水計量
器にその値を設定指示出来る演算袋(ムと、1次水量・
2次水量を演算装置の指示に従い別々に計量あるいは排
出することの出来ろ水計量器を装備することにより、パ
ッチ毎に製造するコンクリートの配合が違う場合におい
ても骨材にセメントペースト状の外皮造殻層を作るのに
最も適した1次水量を与え高強度コンクリート製造を確
実に行えるよう1こしたことにあって、実施例にだけ局
限されるものでなく、本発明の精神を逸脱しない範囲内
で種々の設計の改変を施しつるものでゐろ。
Although the water supply invention has been explained based on the embodiments, the features of the present invention include a calculation bag (mu) that can calculate the primary water amount and secondary water amount and instruct the water measuring device to set the values. Next water volume/
The amount of secondary water can be measured or discharged separately according to the instructions of the calculation device. By being equipped with a wastewater meter, even if the mix of concrete manufactured for each patch is different, the outer shell is made of cement paste as aggregate. The purpose of this invention is to provide the most suitable amount of primary water for forming the shell layer to ensure the production of high-strength concrete, and the present invention is not limited to the examples, but is within the scope of the spirit of the present invention. Various design changes can be made within the unit.

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

第1図は本発明に係る演算装置と水計量器、細骨材計量
器の関連を示す説明図。第2図、第3図は水計量器部の
他の実施例を示す。 1・・・・・・・演算装置 2・・・・・・・ 1次水・セメント比設定器3・・・
・・・・水計量器 4・・・・・・・水計量槽 5・・・・・・・仕切板 6・・・・・・・ 1次氷室 7・・・・・・・2次氷室 8・・・・・・・1次水計量弁 9・・・・・・・2次水計量弁 10・・・・・・・1次水排出弁 11 ・・・・・・・2火水排出弁 12 ・・・・・・・受はホッパー 13  ・・・・・・・貯水槽 14  ・・・・・・・細骨材貯蔵槽 15  ・・・・・・・水分計 16  ・・・・・・・細骨材計量弁 17・・・・・細骨材計量槽 18・・・・・細骨材排出弁 19・・・・・ミキサ 20・・・・・カードリーグ 21・・・・・水計量弁 22・・・・・水排出弁 A・・・・・細骨材表面水率 B・・・・・セメン)Jfkに対する一次水量の比率C
・・・・・セメント配合値 S・・・・・細骨材配合値 SO・・・・・細骨材計量値 W・・・・・水配合値 WO・・・・・全水計量値 Wl・・・・・1次水量 W2・・・・・2次水里 Rγ□t−i’t+iメー 、f#迅ごeft プ乙−
+*zrl箪1呂 手続補正lF(自発) 昭和62年06月11日 1、事件の表示 3、補正をする者 事件との関係   出願人 亀 4、補正の対象   明細書友ぴ°図め5、補正の内容 1)全文を別紙のとおり訂正する。 2)槽叶ゼH1K名ご図と別臥つグ1図1こftff1
す4全文訂正明細書 1、発明の名称 コンクリート製造装置用水計量器構造 2、特許請求の範囲 コンクリート材料のうち配合水量を1次水量と2次水量
に分割して混練するコンクリート製造において、1槽の
計量槽を仕切板により2分割し、分割した一方を1次氷
室に他方を2次氷室として。 各々の水室の流入側に計量弁を配置し、さらに流出側に
排出弁を備え、1次水量と2次水量を累積計量する1槽
2室式としたことを特徴とするコンクリート製造装置用
水計量器構造。 3、発明の詳細な説明 【産業上の利用分野) 本発明は、コンクリート製造のミキサでの混練過程にお
いて、混練すべき水量を1次水量、2次水量に分割して
使用するコンクリート製造装置に関するものである。 (従来の技術) コンクリート製造方法において、混練水量のうちセメン
ト量に対する略一定の水量(1次水量と称する)を表面
に均一な状態に持たせた骨材とセメントを混練し骨材表
面にセメントペースト状の外皮造殻層を形成した後、コ
ンクリート配合水量より前記1次水量を差し引いた残量
(2次水量と称する)を加え混練して所定の配合になる
ように製造されたコンクリートは、骨材表面のもつ外皮
造殻層の作用により、同じ配合で他の材料と共に混練水
量の全量をミキサに投入して混練する従来のコンクリー
ト製造方法にて11造したコンクリートにくらべて約1
.3倍以上の高強度コンクリートを製造できることが知
られている。しかし、従来のコンクリート製造装置では
、水計量器は1槽の計量槽にて全量を計量し、全量を連
続して排出する機能しかなく、1次水量と2次水量を分
割して計量、排出が行えない、たとえ排出時に排出弁を
人的手段により、開閉を繰返して分割排出を行ったとし
ても常に同じ量に分割したり、また数拾種類の違った配
合のコンクリートを交互に製造するため、配合に合った
的確な1次水量、2次水量に分割することは不可能で、
常に安定した最良の高強度コンクリートを製造すること
はできない。 この高強度コンクリートは前記したように骨材表面にセ
メントペースト状の外皮造殻層を形成させることにある
が、単にセメントと水によりセメントペーストを作るの
でなく、セメントと水の混合率が重要な要点となってい
る。そのため、このコンクリートを製造するには水計量
器が的確な1次水量と2次水量を区別して計量ができ、
その1次水量と2次水量を別々に排出することができる
構造を有する必要がある。 (問題点を解決するための手段] 本発明は、前記1次水量と2次水量を確実に区別して計
量、排出を行えるようにしたもので、その目的とすると
ころは、1槽の計量槽を仕切仮により2分割し、一方を
1次氷室、他方を2次氷室とした1槽2室式の1台の計
量器にて、1次水量と2次水量とが区分されて累積計量
でき、さらに時間的差をもって個別に排出することによ
り的確なタイミングにてそれぞれをミキサへ投入するこ
とができろ水計量器を提供することにある。 次に1本発明を第1図に基づいて実施例を説明すると、
1はセメント量に対する1次水量の割合が設定できる1
次水・セメント比設定器2を有する演算装置にて1次水
量、2次水量を下記演算式にて算出を行う。 水配合値をW、@骨材配合値を5.セメント配合値をC
1全水計量値をWo、1次水量をWl。 2次水量値をWよ、細骨材計量値をs、、i骨材表面水
車をA%、セメント量に対する1次水量の比率を8%と
すると。 S、= S (1+ −)  ・・・・・・・・0式%
式% となり、■式は条件式にて■式が満たされる場合は1次
の0式、0式により1次水量、2次水量を求める。 ■式が満たされない場合は1次の0式、■式により1次
水量、2次水量を求める。 W、 = O・・・・・・・・・・・・・・・・・・0
式3は水計量器を示し、仕切仮5により1次水室6と2
次水室7に仕切られた1槽2室式の計量WI4と一火水
計量井8.2火水計量弁9,1次水排出弁10.2火水
排出弁11,1次水受はホッパ12.2次水受はホッパ
13及び2次水受はホッパ排出弁14より構成されてい
る。コンクリート製造手順に従い説明すると、オペレー
タはコンクリート材料の配合値を穿孔したカード(図示
せず)をカードリーダ22にセット、さらに1次水・セ
メント比設定器にて必要とする比率をセットし図示して
ない操作盤より計量指示を出すと、水分計17は細骨材
貯蔵槽16内の細骨材の表面水率Aを測定し演算袋e1
1に入力する。演算装置は1次水・セメント比設定器の
設定値B、カードリーダよりの配合値S、W、Cをもと
に前記に示した演算式により算出を行い細骨材計量値5
1次水量。 2次水量を求め、その値S、、 W、、 W、を各計量
器に設定指示を行う、水計量器は1次水計量弁の動作に
より貯水槽15の水を1次氷室にWLだけ計量を行い、
1次水量計量完了後直ちに2次水計量弁の動作により2
次氷室にW2の追加計量を行う8以上のようにして水の
全量W0を水計量槽に累積計量する。同時に細骨材も細
骨材計量弁18の動作により細骨材計量槽19にS、だ
け計量を行い、他の図示していない材料、セメント、粗
骨材、添加剤も各々計量器に計量を行う、添加剤は従来
計量完了後、水計量器に排出され、水と共にミキサへ投
入されているが1本実施例では2次氷室に排出し、2次
水と共にミキサへ排出を行う。 なぜならば添加剤の種類により1次水と共に排出された
場合、骨材の外皮造殻層を形成させるのに悪影響をおよ
ぼすものがあるので、これをさけるためであるが、悪影
響のないものについてはこの限りではない。 以上のようにしての全材料計量完了後、各計量器よりミ
キサ21へ細骨材、−火水、粗骨材を投入し、ミキサに
て必要時間混練を行い、均一な表面水をもつ骨材を作り
1次にセメントを投入して骨材表面にセメントペースト
状の外皮造殻層を形成させるに必要な時間混練を行った
後、2次水を投入し、ミキサはさらに必要時間混練を行
い、所定の配合の高強度コンクリートを製造するのであ
る。この時、水計量器の動作は1次水排出弁、2次水排
出弁は同時に開き、1次水は1次水受はホッパを通して
直ちにミキサへ投入、2次水は2次水受はホッパに一時
貯え、ミキサへの所定の投入時に2次水受はホッパ排出
弁を開き、ミキサへ投入する。 本発明は1以上のように構成したもめで、本発明の特徴
とするところは水計量器が1槽2室式の計量槽として、
各室の流入側に計量弁を配置し、流出側に排出弁を備え
ることにより、同じ配合であっても配合水量を1次水量
と2次水量に分けて使用することにより、より高い強度
を有するコンクリートが製造できるコンクリート混練方
法が確実に実施できるようにしたことにある。さらに。 1槽2室の計量槽とすることにより次の効果が発生する
。 コンクリート製造装置において重要な材料計量値の管理
が1次水量と2次水量の各々独立水量としての量管理が
できると同時に、計量完了後に全水量W0としての量管
理も可能である。また、1次水量、2次水量別個の2台
の水計量器を必要とせず、1台の計量器ですむため、コ
ンクリートプラント内での据付面積が小さくてすみ、保
守管理が容易となる。 また、添加剤はその種類に合わせて1次水量、2次水量
のどちらにでも混入(例えばAE剤は1次水量に、減水
剤は2次水量にというように)を行い、ミキサへの投入
が可能となり、その性能に合った使用方法ができる。 4、図面の簡単な説明 rS1図は本発明に係る演算装置と水計量器、細骨材計
量器の関連を示す説明図。 1 ・・・・・・演算装置 2・・・・・・ 1次水・セメント比設定器3 ・・・
・・・水計量器 4 ・・・・・・水計量槽 5・・・・・・仕切板 6 ・・・・・・ 1次氷室 7 ・・・・・・ 2次氷室 8 ・・・・・・ 1次水計量弁 9 ・・・・・・ 2次水計量弁 10 ・・・・・・ 1次水排出弁 11 ・・・・・・ 2次水排出弁 12 ・・・・・・ 1次水受はホッパ13 ・・・・
・・ 2次水受はホッパ14 ・・・・・・ 2次水受
はホッパ排出弁15 ・・・・・・貯水槽 16・・・・・・細骨材貯蔵槽 17・・・・・・水分計 18 ・・・・・・細骨材計量弁 19 ・・・・・・細骨材計量槽 20・・・・・・細骨材排出弁 21 山・・・ ミキサ 22 ・・・・・・カードリーダ A・・・・・・細骨材表面水率 B ・・・・・・セメント量に対する一次水量の比率C
・・・・・・セメント配合値 S ・・・・・・細骨材配合値 S、 ・・・・・・細骨材計量値 W ・・・・・・水配合値 W、 ・・・・・・全水計量値 W、  ・・・・・・ 1次水量 W、 ・・・・・・ 2次水量
FIG. 1 is an explanatory diagram showing the relationship between a computing device, a water meter, and a fine aggregate meter according to the present invention. 2 and 3 show other embodiments of the water meter section. 1... Arithmetic device 2... Primary water/cement ratio setting device 3...
...Water meter 4...Water measuring tank 5...Partition plate 6...Primary ice chamber 7...Secondary ice chamber 8...Primary water measuring valve 9...Secondary water measuring valve 10...Primary water discharge valve 11...2 Fire water Discharge valve 12 ..... Hopper 13 ..... Water tank 14 ..... Fine aggregate storage tank 15 ..... Moisture meter 16 ... ...Fine aggregate measuring valve 17...Fine aggregate measuring tank 18...Fine aggregate discharge valve 19...Mixer 20...Card league 21... ... Water metering valve 22 ... Water discharge valve A ... Fine aggregate surface water rate B ... Ratio of primary water amount to cement) Jfk C
...Cement blending value S...Fine aggregate blending value SO...Fine aggregate measurement value W...Water blending value WO......Total water measurement value Wl ...Primary water volume W2...Secondary water volume Rγ□t-i't+i, f#
+*zrl Kan 1 Ro procedural amendment IF (voluntary) June 11, 1988 1, Indication of the case 3, Person making the amendment Relationship with the case Applicant Kame 4, Subject of the amendment Companion to the specification 5 , Contents of amendment 1) The entire text is corrected as shown in the attached sheet. 2) Tank Kanoze H1K name map and separate bed tsugu 1 diagram 1 ftff1
4. Full text of the revised specification 1. Name of the invention Water meter structure for concrete manufacturing equipment 2. Scope of claims In the manufacture of concrete in which the amount of mixed water of concrete materials is divided into a primary water amount and a secondary water amount and kneaded, one tank is used. The measuring tank is divided into two by a partition plate, and one of the divided parts is used as a primary ice chamber and the other as a secondary ice chamber. Water for concrete production equipment characterized by having a one-tank, two-chamber system for cumulatively measuring primary water volume and secondary water volume, with a metering valve placed on the inflow side of each water chamber and a discharge valve on the outflow side. Weighing instrument structure. 3. Detailed Description of the Invention [Field of Industrial Application] The present invention relates to a concrete manufacturing apparatus that divides the amount of water to be mixed into a primary water amount and a secondary water amount during the mixing process in a mixer for concrete manufacturing. It is something. (Prior art) In a concrete manufacturing method, aggregate and cement are mixed so that a substantially constant amount of water (referred to as primary water amount) relative to the amount of cement is uniformly distributed on the surface of the mixing water, and cement is applied to the surface of the aggregate. After forming a paste-like outer shell layer, the remaining amount after subtracting the primary water amount from the concrete mix water amount (referred to as the secondary water amount) is added and kneaded to obtain a predetermined mix. Concrete is manufactured by: Due to the action of the outer shell layer on the surface of the aggregate, it is approximately 1.5 times smaller than concrete made using the conventional concrete manufacturing method, in which the same mixture is mixed with other materials by pouring the entire amount of mixing water into a mixer.
.. It is known that it is possible to produce high-strength concrete that is more than three times as strong. However, in conventional concrete manufacturing equipment, the water meter only has the function of measuring the entire amount in one measuring tank and discharging the entire amount continuously, and the water meter only has the function of measuring and discharging the primary water amount and secondary water amount separately. Even if the discharge valve is manually opened and closed repeatedly to discharge the concrete in parts, it will always be divided into the same amount, or concrete with several different mixes will have to be produced alternately. , it is impossible to divide the water into the correct amount of primary water and secondary water that matches the formulation.
It is not possible to consistently produce the best high-strength concrete. As mentioned above, this high-strength concrete is made by forming a cement paste-like shell layer on the aggregate surface, but rather than simply making cement paste with cement and water, the mixing ratio of cement and water is important. This is the main point. Therefore, in order to manufacture this concrete, a water measuring device can accurately distinguish and measure the primary water amount and secondary water amount.
It is necessary to have a structure that can discharge the primary water amount and the secondary water amount separately. (Means for Solving the Problems) The present invention is capable of measuring and discharging while reliably distinguishing between the primary water amount and the secondary water amount. The water is divided into two by a partition, and one tank is a primary ice chamber and the other is a secondary ice chamber.The primary water volume and secondary water volume can be separated and cumulatively measured using a single two-chamber measuring instrument. Further, it is an object of the present invention to provide a waste water measuring device that can discharge the waste water individually with a time difference and thereby input each waste water into a mixer at an accurate timing.Next, the present invention is implemented based on FIG. For example,
1 allows you to set the ratio of primary water volume to cement volume 1
A calculation device having a secondary water/cement ratio setting device 2 calculates the primary water amount and secondary water amount using the following calculation formula. Water blending value is W, @aggregate blending value is 5. Cement mixture value is C
1.The total water measurement value is Wo, and the primary water amount is Wl. Let W be the secondary water volume value, s be the fine aggregate measurement value, A% be the i aggregate surface water wheel, and let the ratio of the primary water volume to the cement volume be 8%. S, = S (1+ -) ...0 formula%
The formula % is obtained, and the formula (2) is a conditional formula.If the formula (2) is satisfied, the primary water volume and secondary water volume are determined by the first-order 0 formula and 0 formula. If the equation (2) is not satisfied, calculate the primary water amount and secondary water amount using the first-order 0 equation and (2) equation. W, = O・・・・・・・・・・・・・・・0
Equation 3 shows a water meter, and a temporary partition 5 separates the primary water chambers 6 and 2.
The 1-tank 2-chamber metering WI4 divided into the secondary water chamber 7, the 1st firewater metering well 8.2 the firewater metering valve 9, the primary water discharge valve 10.2 the firewater discharge valve 11, the primary water receiver. The hopper 12, the secondary water receiver is composed of a hopper 13, and the secondary water receiver is composed of a hopper discharge valve 14. To explain according to the concrete manufacturing procedure, the operator sets a card (not shown) with perforated concrete material composition values into the card reader 22, and then sets the required ratio using the primary water/cement ratio setting device, as shown in the diagram. When a measurement instruction is issued from the operation panel that is not open, the moisture meter 17 measures the surface water percentage A of the fine aggregate in the fine aggregate storage tank 16 and calculates the calculation bag e1.
Enter 1. The calculation device calculates the fine aggregate measurement value 5 by using the calculation formula shown above based on the setting value B of the primary water/cement ratio setting device and the mixing values S, W, and C from the card reader.
Primary water volume. Determine the secondary water volume and instruct each measuring device to set the value S,, W,, W. The water measuring device directs water from the water storage tank 15 to the primary ice chamber by the amount of WL by operating the primary water measuring valve. Weigh the
Immediately after the primary water measurement is completed, the secondary water metering valve operates to
Next, additionally measure W2 into the ice chamber.Accumulately measure the total amount of water W0 into the water measuring tank as described above. At the same time, the fine aggregate is also measured by S into the fine aggregate measuring tank 19 by the operation of the fine aggregate measuring valve 18, and other materials (not shown), cement, coarse aggregate, and additives are also weighed into the measuring instruments. Conventionally, after completion of measurement, the additive is discharged to a water meter and put into a mixer together with water, but in this embodiment, it is discharged into a secondary ice chamber and discharged together with the secondary water into a mixer. This is because, depending on the type of additive, if it is discharged with primary water, it may have an adverse effect on the formation of the outer shell layer of the aggregate, so this is to be avoided, but for additives that do not have an adverse effect, This is not the case. After all the materials have been weighed as described above, fine aggregate, fire water, and coarse aggregate are put into the mixer 21 from each measuring device, and the mixer mixes them for the required time to ensure that the bones have uniform surface water. Firstly, cement is added and mixed for the necessary time to form a cement paste-like shell layer on the surface of the aggregate.Secondly, water is added, and the mixer continues mixing for the necessary time. This process produces high-strength concrete with a predetermined mix. At this time, the operation of the water meter is to open the primary water discharge valve and the secondary water discharge valve at the same time, the primary water is immediately put into the mixer through the hopper from the primary water receiver, and the secondary water is input from the hopper to the secondary water receiver. When the water is temporarily stored in the mixer, the secondary water receiver opens the hopper discharge valve and the water is poured into the mixer. The present invention is constructed in one or more ways, and the feature of the present invention is that the water meter is a one-tank, two-chamber type measuring tank,
By placing a metering valve on the inflow side of each chamber and a discharge valve on the outflow side, even if the mixture is the same, the amount of mixed water can be divided into the primary water amount and the secondary water amount, thereby achieving higher strength. The purpose of this invention is to ensure that a concrete mixing method that can produce concrete with the same properties can be implemented reliably. moreover. The following effects are produced by using a measuring tank with one tank and two chambers. Management of material measurement values, which are important in concrete manufacturing equipment, allows the amount management of the primary water amount and secondary water amount as independent water amounts, and at the same time, it is also possible to manage the amount as the total water amount W0 after measurement is completed. Furthermore, since two separate water meters for primary water volume and secondary water volume are not required, only one water meter is required, so the installation area within the concrete plant is small and maintenance management is easy. Additionally, additives are mixed into either the primary or secondary water volume depending on the type of additive (for example, AE agent is added to the primary water volume, water reducer is added to the secondary water volume, etc.), and the additives are added to the mixer. This makes it possible to use it in a way that suits its performance. 4. Brief Description of the Drawings rS1 Figure is an explanatory diagram showing the relationship between a computing device, a water meter, and a fine aggregate meter according to the present invention. 1... Arithmetic device 2... Primary water/cement ratio setting device 3...
... Water meter 4 ... Water measuring tank 5 ... Partition plate 6 ... Primary ice chamber 7 ... Secondary ice chamber 8 ... ...Primary water metering valve 9...Secondary water measuring valve 10...Primary water discharge valve 11...Secondary water discharge valve 12... The primary water receiver is hopper 13...
...Secondary water receiver is hopper 14...Secondary water receiver is hopper discharge valve 15...Water tank 16...Fine aggregate storage tank 17...・Moisture meter 18... Fine aggregate measuring valve 19... Fine aggregate measuring tank 20... Fine aggregate discharge valve 21 Mountain... Mixer 22... ... Card reader A ... Fine aggregate surface water rate B ... Ratio of primary water amount to cement amount C
・・・・・・Cement mixture value S ・・・・・・Fine aggregate mixture value S, ・・・・・・Fine aggregate measurement value W ・・・・・・Water mixture value W, ・・・・...Total water measurement value W, ..... Primary water amount W, ..... Secondary water amount

Claims (1)

【特許請求の範囲】[Claims] セメント量に対する一次水量の割合を任意に設定が出来
る装置と1次水量と2次水量の算出を行い、それらの値
を水計量器に設定指示出来る演算装置と、1次水通・2
次水量を別々に計量あるいは排出可能とした水計量器を
有するパッチ式コンクリート製造装置
A device that can arbitrarily set the ratio of primary water volume to cement volume, a calculation device that can calculate the primary water volume and secondary water volume, and instruct the water measuring device to set these values, and
Patch-type concrete manufacturing equipment with a water meter that can measure or discharge water separately
JP11931587A 1987-05-15 1987-05-15 Water weigher structure in concrete production unit Pending JPS62275707A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11931587A JPS62275707A (en) 1987-05-15 1987-05-15 Water weigher structure in concrete production unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11931587A JPS62275707A (en) 1987-05-15 1987-05-15 Water weigher structure in concrete production unit

Publications (1)

Publication Number Publication Date
JPS62275707A true JPS62275707A (en) 1987-11-30

Family

ID=14758404

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11931587A Pending JPS62275707A (en) 1987-05-15 1987-05-15 Water weigher structure in concrete production unit

Country Status (1)

Country Link
JP (1) JPS62275707A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02106305A (en) * 1988-10-14 1990-04-18 Takechi Koumushiyo:Kk Manufacture of ready-mixed concrete
JPH0421847U (en) * 1990-06-11 1992-02-24
JP3001937U (en) * 1994-03-11 1994-09-06 豊田建設工業株式会社 Automatic water meter device for kneading and mixing cement milk, mortar, etc.
JP2011011469A (en) * 2009-07-02 2011-01-20 Kumagai Gumi Co Ltd Method and apparatus for manufacturing concrete composition

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5460321A (en) * 1977-10-20 1979-05-15 Ito Yasuro Method and apparatus for making concrete
JPS56161111A (en) * 1980-05-16 1981-12-11 Kitagawa Iron Works Co Device for manufacturing concrete

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5460321A (en) * 1977-10-20 1979-05-15 Ito Yasuro Method and apparatus for making concrete
JPS56161111A (en) * 1980-05-16 1981-12-11 Kitagawa Iron Works Co Device for manufacturing concrete

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02106305A (en) * 1988-10-14 1990-04-18 Takechi Koumushiyo:Kk Manufacture of ready-mixed concrete
JPH0421847U (en) * 1990-06-11 1992-02-24
JP3001937U (en) * 1994-03-11 1994-09-06 豊田建設工業株式会社 Automatic water meter device for kneading and mixing cement milk, mortar, etc.
JP2011011469A (en) * 2009-07-02 2011-01-20 Kumagai Gumi Co Ltd Method and apparatus for manufacturing concrete composition

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