JP4261687B2 - Aggregate input device for ready-mixed concrete plant - Google Patents

Aggregate input device for ready-mixed concrete plant Download PDF

Info

Publication number
JP4261687B2
JP4261687B2 JP18365199A JP18365199A JP4261687B2 JP 4261687 B2 JP4261687 B2 JP 4261687B2 JP 18365199 A JP18365199 A JP 18365199A JP 18365199 A JP18365199 A JP 18365199A JP 4261687 B2 JP4261687 B2 JP 4261687B2
Authority
JP
Japan
Prior art keywords
aggregate
ready
mixed concrete
gravel
variable speed
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP18365199A
Other languages
Japanese (ja)
Other versions
JP2001009827A (en
Inventor
義広 黒田
真司 大谷
義仁 黒木
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 JP18365199A priority Critical patent/JP4261687B2/en
Publication of JP2001009827A publication Critical patent/JP2001009827A/en
Application granted granted Critical
Publication of JP4261687B2 publication Critical patent/JP4261687B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Description

【0001】
【産業上の利用分野】
本発明は、特に可変速ミキサを搭載する生コンクリートプラントおいて骨材をミキサのドラム内に投入する際に効果的な骨材投入装置に関するものである。
【0002】
【従来技術】
本出願人は、生コンクリートの混練用ミキサに関する提案として特開昭61−207764号および特開平8−196885号を出願している。これらの提案は、攪拌羽根の回転数を増減できる可変速ミキサに関するものであり、特に高品質な生コンクリートを迅速に低コストで得ることに特徴があった。それによると、各種混練材料をドラム内に投入して生コンクリートを混練する際に、まず、水、セメント、砂を投入して良質なモルタルを混練し、その後砂利を投入して生コンクリートを仕上げる方法においては、モルタル・生コンクリート・排出の各工程においてそれぞれに適した回転数(最良の攪拌羽根周速)が設定されている。しかし、各種混練材料の投入時、特に砂利、砂などの骨材の投入時に攪拌羽根の負荷が一時的に増大する。この点について図5を用いて詳しく説明する。生コンクリートプラントは、生コンクリートの混練材料である砂、砂利、セメント、・・の各材料を貯蔵する貯蔵ビン1と、各貯蔵ビン内の材料を各々計量する計量器2、と、各計量器で計量した材料をそれぞれ最適なタイミングで可変速ミキサ3のドラム内に導くための投入シュート4がそれぞれ直列に配設されている。従って、計量器2で計量された各材料は、シュート4を介して重力で可変速ミキサ3のドラム内に投入されるのである。
【0003】
一度に1.5m3混練できる可変速ミキサを搭載する一般的な生コンクリートプラントにおいては、可変速ミキサ3の攪拌羽根の回転軸の軸心から計量器2の上端までの垂直距離は約4mあり、一度に投入される骨材の重量は、砂が約1200kg、砂利が約1500kgである。砂、砂利の各々が約5秒程度の短時間の間に全て投入されることから、投入シュート4のみで構成される従来の骨材投入装置においては、骨材投入時に攪拌羽根が受ける衝撃力が大きく、また投入シュート4を介して投入された骨材は一箇所に山積み状態に入ることから骨材をドラム内に均一に分散させるためにミキサの負荷トルクが一時的に大きくなるのである。提案によると、この負荷に素早く対応して攪拌羽根の回転数を下げることによって、負荷への対応がなされるのである。
【0004】
【発明が解決しようとする課題】
しかしながら、一時的にせよミキサの回転数は最良の攪拌羽根周速を下回ることから混練時間の増大につながっていた。
本発明は、可変速ミキサを用いて生コンクリートを製造するに際し、骨材投入時に発生する一時的な負荷を和らげて、最良の攪拌羽根周速での混練によりさらに短時間で高品質な生コンクリートを製造する生コンクリートプラントの骨材投入装置を提供することを目的とする。
【0005】
【課題を解決するための手段】
本発明は、攪拌羽根の回転数が増減できる可変速ミキサを備える生コンクリートプラントの計量器で計量した骨材を可変速ミキサのドラム内に導く骨材投入装置において、前記計量した骨材が計量器から流出する際の骨材の落下エネルギーを緩衝する落下エネルギー緩衝手段を備える装置にある。即ち、落下エネルギー緩衝手段は、計量器で計量した骨材を可変速ミキサに投入する際に、計量器から流出する骨材の落下エネルギーを物理的手段を用いて緩衝・減衰させ、さらに骨材をドラム内に分散させて投入することによって可変速ミキサの負荷を下げる。従って攪拌羽根が、骨材投入時においても最良の攪拌羽根周速により近い回転数で生コンクリートを混練するのである。
図1に示す可変速ミキサの負荷トルク、電力、および回転数を示す説明図に基づいて詳しく説明する。例えば第2工程を例にとると、従来の骨材投入装置で粗骨材である砂利をドラム内に投入すると、可変速ミキサの負荷トルクが図のTaの如く急上昇し、それに伴い攪拌羽根の回転数は、一定電力値H1を超えないように図のNaの如く大幅に下がる。本発明の骨材投入装置は、骨材投入時における可変速ミキサの負荷を図のTbの如く下げることにより、電動機の電力がHaからHbに軽減され、攪拌羽根の回転数は、図のNbの如く最適な回転数により接近した状態で混練するのである。
【0006】
【発明の実施の形態】
本発明は、可変速ミキサを用いて生コンクリートを製造するに際し、モルタルの原料である砂(細骨材)、セメント、水をドラム内に投入しモルタルを混練してから砂利(粗骨材)を投入して生コンクリートを混練する際の特に骨材を投入するに有効な骨材投入装置である。
以下、本発明の実施例を図面に基づいて説明する。
【0007】
【実施例1】
図2は、本発明の第1実施例を示し、可変速ミキサを搭載した生コンクリートプラントの計量部およびミキサ部を示す模式図である。実施例は、粗骨材である砂利の計量・放出に関して説明する。
図2において、第1実施例の落下エネルギー緩衝手段7は、砂利の計量器2Gから払出される砂利を一時的に貯える貯蔵槽5と、貯蔵槽5の下端に貯蔵槽内に貯えられた砂利をドラム内に投入するための放出手段6とからなる。貯蔵槽5は計量器2Gとミキサ3の間に配設され、出来るだけミキサ3に近づけてある。この貯蔵槽5によって、従来約3.5mもの高さから落下していた砂利は約2.5m程度の高さから落下させることになり、砂利の落下エネルギーは約70%に減少し、砂利投入時に発生するミキサの最大負荷は同様に約70%程度減少する。また、本実施例の放出手段6は、貯蔵槽5の底蓋をピンを中心に回転する構造に形成されている為、貯蔵槽内に貯えた砂利をドラム内に投入する際には貯蔵槽5の底蓋が回転し、底蓋と貯蔵槽の側壁とがつくる空間を介してドラム内に投入される。この時砂利が底蓋の左右方向にも流れることから、砂利はドラム内に分散する。従って、砂利投入時におけるミキサの負荷トルクがさらに減少する。
【0008】
また、従来の生コンクリートプラントにおける自動計量システムは次のようになされていた。即ち生コンクリートは混練開始から打設までの時間をできるだけ短くすることが望ましく、混練開始から排出までの混練時間を最小にする必要がある。仮に混練材料の一つが不足して計量が完了していない時点で混練を開始すると、残る一つの計量が完了し、ミキサ内に投入されるまでの時間は生コンクリートにとって無駄な浪費となる。これを防止するために、全材料を計量してから混練を開始し、各材料を順次最適なタイミングでドラム内に投入し、各計量器の材料の投入が全て完了した後に次バッチの計量を開始する方法であった。しかしこの方法においては、砂利の計量は、第2工程における砂利の放出が完了してからでないと次バッチの計量を開始できないため、第3工程の排出が完了して次バッチの混練が開始できる状態になっても砂利の計量が完了しておらず、混練を開始できないと言う状況が発生していた。しかしながら、本実施例の骨材投入装置は、計量器2Gで計量した砂利を一旦貯蔵槽5に貯えることができる構造であり、混練開始直後に計量器2Gの砂利を貯蔵槽に放出して次バッチの計量を開始することができて、計量のサイクルタイムが大幅に短縮される。従って、生コンクリートプラントの混練サイクルが短縮され出荷能力を大幅に向上することができる。
本実施例では、粗骨材である砂利の場合について説明したが、細骨材である砂の投入装置に本手段を用いると図1において第1工程の一時的な負荷を大幅に減少させることができる。
【0009】
図3は参考例を示している。図3は参考例の落下エネルギー緩衝手段を示し、図2の砂利計量器2G内の砂利をドラム内に導く部分に相当する部分のみを記載した模式図である。落下エネルギー緩衝手段7は、砂利の計量器2Gから払出される砂利をドラム内に導くためのシュート8と、該シュートに配設されシュート内で骨材の流出方向を変える複数の方向変換部材9とを備え、さらに最下端の方向変換部材9とシュート8の側壁下端との間には砂利が流出する空間10が設けてある。砂利の計量器2Gから払出される砂利は、シュート8の側壁を滑り落ちる際に方向変換部材9によって砂利の滑り落ちる方向を変えられると共に滑り落ちる速度を和らげられる。さらに、方向変換部材9と空間10によって砂利をドラム内に分散させられる。
【0010】
図4は、別の参考例を示している。図4は別の参考例の落下エネルギー緩衝手段を示し、図2の砂利計量器2G内の砂利をドラム内に導く部分に相当する部分のみを記載したものである。落下エネルギー緩衝手段7は、砂利の計量器2Gから払出される砂利をドラム内に導くためのシュート8と、該シュートの下端に配設されシュートの下端から流出する骨材を当接させる衝突部材11とで形成されている。砂利の計量器2Gから払出される砂利は、シュート8の側壁を滑り落ち、衝突部材11によって滑り落ちる砂利は一時的に受け止められて滑り落ちる速度を和らげられる。本実施例では、衝突部材11は山型に形成されているので砂利が山型に沿って滑ることから十分に分散させることができる。
【0011】
【効果】
請求項1においては、骨材投入時のピーク負荷を下げ得たことから、可変速ミキサの消費電力を低減できる。また、骨材投入時においても攪拌羽根が最良の攪拌羽根周速により近い回転数で混練することから、高品質な生コンクリートが安定して製造できる。さらに、骨材投入時における攪拌羽根周速を従来よりも上昇させて骨材投入直後の骨材分散効率を高めることが可能となり混練時間が短縮できる。
【0012】
また、骨材投入装置が、計量器から流出する骨材を一旦貯えることができる構造であることから、骨材の落下距離が半減されミキサ投入時の落下エネルギーも大幅に軽減される。また、骨材の計量が完了した直後に計量器内の骨材を貯蔵槽に放出させて次バッチの計量をすぐさま開始することができ、生コンクリートプラントの出荷能力を大幅に向上させることができる。
【図面の簡単な説明】
【図1】可変速ミキサの負荷トルク、電力、および回転数を示す説明図。
【図2】生コンクリートプラントの計量部およびミキサ部における第1実施例の落下エネルギー緩衝手段を示す模式図。
【図3】第2実施例の落下エネルギー緩衝手段を示す模式図。
【図4】第3実施例の落下エネルギー緩衝手段を示す模式図。
【図5】従来の生コンクリートプラントの計量部およびミキサ部を示す模式図。
【符号の説明】
1、1G・・貯蔵ビン
2、2G・・計量器
3・・可変速ミキサ
5・・貯蔵槽
6・・放出手段
7・・落下エネルギー緩衝手段
8・・シュート
9・・方向変換部材
11・・衝突部材
[0001]
[Industrial application fields]
The present invention relates to an aggregate feeding device that is effective when feeding aggregate into a drum of a mixer, particularly in a ready-mixed concrete plant equipped with a variable speed mixer.
[0002]
[Prior art]
The present applicant has filed Japanese Patent Application Laid-Open No. 61-207764 and Japanese Patent Application Laid-Open No. 8-19685 as proposals regarding mixers for mixing ready-mixed concrete. These proposals relate to variable speed mixers that can increase or decrease the number of rotations of the stirring blades, and are particularly characterized in that high-quality ready-mixed concrete can be obtained quickly and at low cost. According to it, when mixing various kneading materials into the drum and kneading ready-mixed concrete, first, water, cement and sand are added to knead good quality mortar, and then gravel is added to finish ready-mixed concrete. In the method, the rotation speed (best stirring blade peripheral speed) suitable for each step of mortar, ready-mixed concrete, and discharge is set. However, the load of the stirring blades temporarily increases when various kneading materials are charged, especially when aggregates such as gravel and sand are charged. This point will be described in detail with reference to FIG. The ready-mixed concrete plant has a storage bin 1 for storing materials such as sand, gravel, cement, etc., which are kneaded materials of ready-mixed concrete, a measuring instrument 2 for measuring each material in each storing bin, and each measuring instrument. The charging chutes 4 for guiding the materials weighed in (1) into the drum of the variable speed mixer 3 at the optimum timing are arranged in series. Accordingly, each material measured by the measuring instrument 2 is introduced into the drum of the variable speed mixer 3 by gravity through the chute 4.
[0003]
In a typical ready-mixed concrete plant equipped with a variable speed mixer capable of kneading 1.5 m 3 at a time, the vertical distance from the axis of the rotating shaft of the stirring blade of the variable speed mixer 3 to the upper end of the meter 2 is about 4 m. The weight of aggregate to be charged at one time is about 1200 kg for sand and about 1500 kg for gravel. Since all of sand and gravel are charged in a short time of about 5 seconds, in the conventional aggregate charging device composed only of the charging chute 4, the impact force received by the stirring blade when the aggregate is charged In addition, since the aggregate input through the input chute 4 enters a piled state at one place, the load torque of the mixer temporarily increases in order to uniformly disperse the aggregate in the drum. According to the proposal, the load can be dealt with by quickly responding to this load and lowering the rotation speed of the stirring blade.
[0004]
[Problems to be solved by the invention]
However, even if temporarily, the rotational speed of the mixer is below the optimum peripheral speed of the stirring blade, leading to an increase in the kneading time.
The present invention, when producing ready-mixed concrete using a variable speed mixer, relieves the temporary load generated at the time of charging the aggregate, and kneads at the best stirring blade peripheral speed to produce high-quality ready-made concrete in a shorter time. It aims at providing the aggregate input device of the ready-mixed concrete plant which manufactures.
[0005]
[Means for Solving the Problems]
The present invention provides an aggregate feeding device that guides an aggregate measured by a measuring instrument of a ready-mixed concrete plant including a variable speed mixer capable of increasing or decreasing the number of rotations of a stirring blade into a drum of the variable speed mixer. In the apparatus provided with the fall energy buffer means which buffers the fall energy of the aggregate at the time of flowing out from the vessel. That is, the falling energy buffer means buffers and attenuates the falling energy of the aggregate flowing out from the measuring instrument using physical means when the aggregate measured by the measuring instrument is put into the variable speed mixer, and further the aggregate. Is dispersed in the drum, and the load of the variable speed mixer is reduced. Therefore, even when the aggregate is charged, the ready-mixed concrete is kneaded at a rotational speed closer to the best peripheral speed of the stirring blade.
This will be described in detail based on the explanatory diagram showing the load torque, power, and rotation speed of the variable speed mixer shown in FIG. For example, taking the second step as an example, when gravel, which is coarse aggregate, is thrown into the drum with the conventional aggregate throwing device, the load torque of the variable speed mixer rises rapidly as shown in FIG. The number of revolutions is greatly reduced as indicated by Na in the figure so as not to exceed the constant power value H1. The aggregate charging device of the present invention reduces the electric power of the motor from Ha to Hb by lowering the load of the variable speed mixer at the time of charging the aggregate as indicated by Tb in the figure, and the rotation speed of the stirring blade is Nb in the figure. In this way, the kneading is carried out in an approaching state at an optimum rotational speed.
[0006]
DETAILED DESCRIPTION OF THE INVENTION
In the present invention, when producing ready-mixed concrete using a variable speed mixer, sand (fine aggregate), cement and water, which are raw materials of mortar, are put into a drum and the mortar is kneaded, and then gravel (coarse aggregate). This is an aggregate input device that is particularly effective for inputting aggregate when mixing ready-mixed concrete.
Embodiments of the present invention will be described below with reference to the drawings.
[0007]
[Example 1]
FIG. 2 is a schematic diagram showing a weighing unit and a mixer unit of a ready-mixed concrete plant equipped with a variable speed mixer according to the first embodiment of the present invention. An Example demonstrates the measurement and discharge | release of gravel which is a coarse aggregate.
In FIG. 2, the fall energy buffer means 7 of the first embodiment includes a storage tank 5 for temporarily storing gravel discharged from the gravel meter 2G, and gravel stored in the storage tank at the lower end of the storage tank 5. And discharging means 6 for feeding the liquid into the drum. The storage tank 5 is disposed between the measuring instrument 2G and the mixer 3, and is as close to the mixer 3 as possible. With this storage tank 5, gravel that had fallen from a height of about 3.5 m in the past will be dropped from a height of about 2.5 m, and the gravel fall energy will be reduced to about 70%. The maximum mixer load that sometimes occurs is also reduced by about 70%. Moreover, since the discharge | release means 6 of a present Example is formed in the structure which rotates the bottom cover of the storage tank 5 centering on a pin, when throwing the gravel stored in the storage tank into a drum, a storage tank The bottom cover 5 rotates and is put into the drum through a space formed by the bottom cover and the side wall of the storage tank. At this time, since the gravel also flows in the left and right direction of the bottom lid, the gravel is dispersed in the drum. Therefore, the load torque of the mixer when the gravel is charged further decreases.
[0008]
Moreover, the automatic metering system in the conventional ready-mixed concrete plant was made as follows. That is, for ready-mixed concrete, it is desirable to shorten the time from the start of kneading to placing as much as possible, and it is necessary to minimize the kneading time from the start of kneading to discharging. If kneading is started when one of the kneaded materials is insufficient and the metering is not completed, the remaining one metering is completed and the time until it is put into the mixer is wasted for the ready-mixed concrete. In order to prevent this, weigh all materials before starting kneading, put each material into the drum sequentially at the optimal timing, and weigh the next batch after all the materials are put into each meter. It was a way to get started. However, in this method, the gravel is metered only after the release of gravel in the second step is completed, so that the measurement of the next batch can be started. Therefore, the discharge of the third step is completed and the kneading of the next batch can be started. Even if it became a state, the measurement of gravel was not completed and the situation that kneading could not be started had occurred. However, the aggregate input device of the present embodiment has a structure in which the gravel measured by the measuring instrument 2G can be temporarily stored in the storage tank 5, and immediately after the start of kneading, the gravel of the measuring instrument 2G is discharged into the storage tank. Batch weighing can be started and weighing cycle time is greatly reduced. Accordingly, the kneading cycle of the ready-mixed concrete plant can be shortened and the shipping capacity can be greatly improved.
In the present embodiment, the case of gravel which is coarse aggregate has been described. However, when this means is used for the sand input device which is fine aggregate, the temporary load in the first step in FIG. 1 is greatly reduced. Can do.
[0009]
FIG. 3 shows a reference example. FIG. 3 is a schematic diagram showing only a portion corresponding to a portion for guiding gravel in the gravel meter 2G of FIG. The fall energy buffer means 7 includes a chute 8 for guiding gravel discharged from the gravel meter 2G into the drum, and a plurality of direction changing members 9 disposed on the chute and changing the flow direction of the aggregate in the chute. And a space 10 through which gravel flows out is provided between the lowermost direction changing member 9 and the lower end of the side wall of the chute 8. When the gravel discharged from the gravel meter 2G slides down the side wall of the chute 8, the direction changing member 9 can change the direction in which the gravel slides and the sliding speed can be reduced. Further, the gravel can be dispersed in the drum by the direction changing member 9 and the space 10.
[0010]
FIG. 4 shows another reference example. FIG. 4 shows a fall energy buffer means of another reference example , in which only a portion corresponding to a portion for guiding the gravel in the gravel meter 2G of FIG. 2 into the drum is described. The fall energy buffering means 7 includes a chute 8 for guiding gravel dispensed from the gravel meter 2G into the drum, and a collision member that is disposed at the lower end of the chute and aggregates out of the lower end of the chute 11. The gravel dispensed from the gravel meter 2G slides down the side wall of the chute 8, and the gravel slipped by the collision member 11 is temporarily received, and the sliding speed is reduced. In the present embodiment, since the collision member 11 is formed in a mountain shape, gravel slides along the mountain shape and can be sufficiently dispersed.
[0011]
【effect】
According to the first aspect of the present invention, since the peak load when the aggregate is charged can be reduced, the power consumption of the variable speed mixer can be reduced. In addition, since the stirring blades are kneaded at a rotational speed closer to the best stirring blade peripheral speed even when the aggregate is charged, high-quality ready-mixed concrete can be manufactured stably. Furthermore, it is possible to increase the agitation blade peripheral speed at the time of adding the aggregate as compared with the conventional case, thereby increasing the aggregate dispersion efficiency immediately after the addition of the aggregate, and to shorten the kneading time.
[0012]
Further, since the aggregate input device has a structure that can temporarily store the aggregate flowing out from the measuring instrument, the aggregate fall distance is halved and the fall energy when the mixer is charged is greatly reduced. In addition, immediately after the aggregate measurement is completed, the aggregate in the measuring instrument can be released to the storage tank, and the next batch can be measured immediately, greatly improving the shipping capacity of the ready-mixed concrete plant. .
[Brief description of the drawings]
FIG. 1 is an explanatory diagram showing load torque, power, and rotation speed of a variable speed mixer.
FIG. 2 is a schematic diagram showing a fall energy buffering means of a first embodiment in a measuring section and a mixer section of a ready-mixed concrete plant.
FIG. 3 is a schematic diagram showing a fall energy buffering means of a second embodiment.
FIG. 4 is a schematic diagram showing a fall energy buffering means of a third embodiment.
FIG. 5 is a schematic diagram showing a measuring section and a mixer section of a conventional ready-mixed concrete plant.
[Explanation of symbols]
1, 1G ··· Storage bin 2, 2G · · Meter 3 · · Variable speed mixer 5 · · Storage tank 6 · Discharge means 7 · Drop energy buffer 8 · · Chute 9 · · Direction change member 11 · · Impact member

Claims (1)

攪拌羽根の回転数が増減できる可変速ミキサを搭載する生コンクリートプラントの計量器で計量した骨材を可変速ミキサのドラム内に導く骨材投入装置において、前記計量した骨材が計量器から流出する際の骨材の落下エネルギーを緩衝する落下エネルギー緩衝手段を備え、該落下エネルギー緩衝手段が、計量器から流出する骨材を一旦貯える貯蔵槽と、該貯蔵槽の底蓋がピンを中心に回転する構造に形成され一旦貯えた骨材を徐々に投入する放出手段を有することを特徴とする生コンクリートプラントの骨材投入装置。In an aggregate feeding device for introducing aggregate measured by a measuring instrument of a ready-mixed concrete plant equipped with a variable speed mixer capable of increasing or decreasing the number of revolutions of a stirring blade into the drum of the variable speed mixer, the measured aggregate flows out of the measuring instrument. A drop energy buffering means for buffering the falling energy of the aggregate when the storage energy is stored in the storage tank for temporarily storing the aggregate flowing out from the measuring instrument, and the bottom lid of the storage tank is centered on the pin aggregate dosing device you characterized as having a gradual release means for introducing rotating is formed in a structure once stored aggregate ready-mixed concrete plants.
JP18365199A 1999-06-29 1999-06-29 Aggregate input device for ready-mixed concrete plant Expired - Fee Related JP4261687B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18365199A JP4261687B2 (en) 1999-06-29 1999-06-29 Aggregate input device for ready-mixed concrete plant

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18365199A JP4261687B2 (en) 1999-06-29 1999-06-29 Aggregate input device for ready-mixed concrete plant

Publications (2)

Publication Number Publication Date
JP2001009827A JP2001009827A (en) 2001-01-16
JP4261687B2 true JP4261687B2 (en) 2009-04-30

Family

ID=16139541

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18365199A Expired - Fee Related JP4261687B2 (en) 1999-06-29 1999-06-29 Aggregate input device for ready-mixed concrete plant

Country Status (1)

Country Link
JP (1) JP4261687B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103552157A (en) * 2013-11-14 2014-02-05 徐州徐工施维英机械有限公司 Dry-mixed mortar stirring station weighing system and dry-mixed mortar stirring station

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104085048B (en) * 2014-07-31 2016-08-31 谭志银 A kind of concrete mixer adds proportioner
CN107572016B (en) * 2017-09-19 2019-09-24 中国计量大学 Vertical multiple groups part material blanking device and its controller
CN107745944B (en) * 2017-09-28 2019-07-05 河南省广大路桥工程有限公司 A kind of concrete batching Weighing mechanism
CN111331735B (en) * 2020-05-06 2021-06-08 许昌德通振动搅拌科技股份有限公司 Mixing station control method and device and mixing station

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103552157A (en) * 2013-11-14 2014-02-05 徐州徐工施维英机械有限公司 Dry-mixed mortar stirring station weighing system and dry-mixed mortar stirring station
CN103552157B (en) * 2013-11-14 2015-08-12 徐州徐工施维英机械有限公司 Dry mortar mixing plant Weighing system and dry mortar mixing plant

Also Published As

Publication number Publication date
JP2001009827A (en) 2001-01-16

Similar Documents

Publication Publication Date Title
EP2201341B1 (en) Apparatus for metering and mixing pourable material components
CN203821209U (en) Multifunctional continuous asphalt concrete mixing station and multifunctional continuous cement stabilized soil mixing station
CN214863306U (en) Multi-component weighing type mixing equipment
JP4261687B2 (en) Aggregate input device for ready-mixed concrete plant
CN109876690A (en) A kind of ATO powder mixed stirring device
US4865457A (en) Concrete batcher with segmented entry of mixing ingredients
CN110052196A (en) A kind of novel foodstuff heating pack special batching machine
CN209737994U (en) Energy-conserving batching machine for ready-mixed concrete
CN211729723U (en) Dry sand mixer
CN214266117U (en) Cement mortar mixing stirring device for production
CN110216797A (en) A kind of weighing feeding system of commerical ready-mixed concrete
JP4070318B2 (en) Ready-mixed concrete production plant
JP6014373B2 (en) Production method of ready-mixed concrete
CN218012300U (en) Raw materials ration dispenser is used in carborundum production
CN218111204U (en) Batching device for block forming machine
JP2742988B2 (en) Cement weighing hopper
CN217597430U (en) Concrete ration proportioning device for construction
CN216682735U (en) Full-automatic concrete dosing unit
CN215920881U (en) Small-size concrete mixing device convenient to accurate weighing
CN217802504U (en) Accurate compounding device of quick repair materials of pitch powder modified cement base thin layer
CN217288138U (en) Blendor is used in construction of highway pitch
JP2011235646A (en) Mixing device of powder
CN217006021U (en) Compound fertilizer produces line and uses raw materials weigher
CN109701422A (en) It is a kind of for stirring the agitator of graphite powder
CN213797315U (en) Concrete weighing hopper

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20060628

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20080227

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20080422

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20080620

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20080909

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20081107

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20090120

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20090206

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120220

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 4261687

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120220

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130220

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140220

Year of fee payment: 5

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees