JP2001009827A - Aggregate charging device for ready-mixed concrete plant - Google Patents

Aggregate charging device for ready-mixed concrete plant

Info

Publication number
JP2001009827A
JP2001009827A JP11183651A JP18365199A JP2001009827A JP 2001009827 A JP2001009827 A JP 2001009827A JP 11183651 A JP11183651 A JP 11183651A JP 18365199 A JP18365199 A JP 18365199A JP 2001009827 A JP2001009827 A JP 2001009827A
Authority
JP
Japan
Prior art keywords
aggregate
ready
gravel
mixed concrete
chute
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
JP11183651A
Other languages
Japanese (ja)
Other versions
JP4261687B2 (en
Inventor
Yoshihiro Kuroda
義広 黒田
Shinji Otani
真司 大谷
Yoshihito Kuroki
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

Abstract

PROBLEM TO BE SOLVED: To alleviate a load during charging of aggregates and manufacture a high-quality ready-mixed concrete in a short time by providing a fall energy buffering means for buffering the fall energy of aggregates during the flow-out of the weighed aggregates from a scale, when the ready-mixed concrete is manufactured using a variable speed mixer. SOLUTION: A ready-mixed concrete plant comprises storage bins 1 for storing various kneading materials such as sand, gravel and cement, a scale 2 for weighing each of the materials stored in the storage bins 1 respectively and charging chutes 4 for guiding the materials weighed by each of the scales 2 into the internal drum of a variable speed mixer 3, arranged in series. In this case, a fall energy buffering means 7 is provided which comprises a storage thank 5 for temporarily storing the gravel to be paid off from a scale 2G for gravel and a discharging means 6 for loading the gravel into the drum from the storage tank 5. Thus it is possible to cut down the fall energy of the gravel by about 70% and thereby, curtail the maximum load of the mixer 3 generated during charging the gravel by about 70%.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、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。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an aggregate loading device which is effective for loading aggregate into a mixer drum, particularly in a ready-mixed concrete plant equipped with a variable speed mixer.

【0002】[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。
2. Description of the Related Art The present applicant has filed Japanese Patent Application Laid-Open Nos. 61-207764 and 8-196885 as proposals on mixers for kneading ready-mixed concrete. These proposals relate to a variable speed mixer that can increase or decrease the number of revolutions of the stirring blade, and in particular, have a feature in obtaining high quality ready-mixed concrete quickly and at low cost. according to it,
When kneading ready-mixed concrete by putting various kneading materials into the drum, first, water, cement, sand are mixed and kneaded with high-quality mortar, and then gravel is added to finish the ready-mixed concrete, In each process of mortar, ready-mixed concrete, and discharge, a suitable rotation speed (best stirring blade peripheral speed) is set. However, the load on the stirring blade temporarily increases when various kneading materials are charged, particularly when aggregates such as gravel and sand are charged. In this regard, FIG.
This will be described in detail with reference to FIG. Ready-mixed concrete plant
Sand, gravel, cement, kneading materials for ready-mixed concrete
.. a storage bin 1 for storing each material, a weighing device 2 for weighing the material in each storage bin, and the material weighed by each weighing device in the drum of the variable speed mixer 3 at an optimal timing. The introduction chutes 4 for guiding are arranged in series. Therefore, each material measured by the measuring device 2 is introduced into the drum of the variable speed mixer 3 by gravity via the chute 4.

【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。
In a general ready-mixed concrete plant equipped with a variable speed mixer capable of kneading 1.5 m 3 at a time,
From the axis of the rotation shaft of the stirring blade of the variable speed mixer 3, the measuring device 2
The vertical distance to the top is about 4m, and the weight of aggregate put in at once is about 1200kg for sand and about 1500kg for gravel.
It is. Since the sand and the gravel are all charged in a short time of about 5 seconds, in the conventional aggregate input device including only the input chute 4, the impact force received by the stirring blades at the time of inputting the aggregate is considered. Since the aggregate supplied through the input chute 4 is piled up at one location, the load torque of the mixer is temporarily increased in order to uniformly disperse the aggregate in the drum. According to the proposal,
By responding quickly to this load and reducing the rotation speed of the stirring blade, the load can be handled.

【0004】[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。
However, since the rotational speed of the mixer, even temporarily, is lower than the best peripheral speed of the stirring blade, the kneading time is increased. The present invention relates to producing ready-mixed concrete using a variable speed mixer,
The purpose of the present invention is to provide an aggregate input device for a ready-mixed concrete plant that reduces the temporary load generated during the input of the aggregate and kneads at the best stirring blade peripheral speed to produce a high-quality ready-mixed concrete in a shorter time. And

【0005】[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T
a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。
SUMMARY OF THE INVENTION The present invention relates to an aggregate feeding device for introducing aggregate measured by a measuring instrument of a ready-mixed concrete plant having a variable speed mixer capable of increasing and decreasing the rotation speed of a stirring blade into a drum of the variable speed mixer. The apparatus according to any one of claims 1 to 3, further comprising a fall energy buffering means for buffering fall energy of the aggregate when the measured aggregate flows out of the measuring instrument. That is,
The fall energy buffering means buffers and attenuates the fall energy of the aggregate flowing out of the measuring instrument using physical means when the aggregate measured by the measuring instrument is charged into the variable speed mixer,
Further, the load on the variable speed mixer is reduced by dispersing the aggregate into the drum and charging the aggregate. Therefore, the stirring blade kneads the ready-mixed concrete at a rotation speed closer to the best stirring blade peripheral speed even when the aggregate is charged. This will be described in detail based on the explanatory diagram showing the load torque, electric power, and rotation speed of the variable speed mixer shown in FIG. For example, taking the second step as an example, when gravel as coarse aggregate is charged into a drum by a conventional aggregate input device, the load torque of the variable speed mixer becomes T in FIG.
As shown by a, the rotation speed of the stirring blade sharply decreases as shown by Na in the figure so as not to exceed the constant power value H1. The aggregate loading device of the present invention reduces the load of the variable speed mixer at the time of aggregate loading as shown by Tb in the figure,
The electric power of the motor is reduced from Ha to Hb, and the mixing speed of the stirring blades is kneaded in a state closer to the optimum rotation speed as indicated by Nb in the figure.

【0006】[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。
BEST MODE FOR CARRYING OUT THE INVENTION In the present invention, when producing ready-mixed concrete using a variable speed mixer, sand (fine aggregate), cement and water, which are mortar raw materials, are charged into a drum and the mortar is kneaded. This is an aggregate loading device that is particularly effective for charging the aggregate when kneading the ready-mixed concrete by charging the gravel (coarse aggregate) from the ground. Hereinafter, embodiments of the present invention will be described with reference to the drawings.

【0007】[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。
Embodiment 1 FIG. 2 shows a first embodiment of the present invention, and is a schematic view showing a measuring section and a mixer section of a ready-mixed concrete plant equipped with a variable speed mixer. The embodiment will explain the measurement and discharge of gravel as coarse aggregate. In FIG. 2, the fall energy buffering means 7 of the first embodiment includes a storage tank 5 for temporarily storing the gravel discharged from the gravel measuring device 2G, and a gravel stored in the storage tank at the lower end of the storage tank 5. And discharging means 6 for charging the drum 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, the gravel that had conventionally fallen from a height of about 3.5 m is dropped from a height of about 2.5 m, the fall energy of the gravel is reduced to about 70%, and the gravel input The occasional maximum load on the mixer is likewise reduced by about 70%. Further, since the discharging means 6 of the present embodiment is formed so that the bottom lid of the storage tank 5 is rotated around a pin, when the gravel stored in the storage tank is charged into the drum, the discharge means 6 is not used. The bottom lid of 5 rotates,
It is thrown into the drum through the space created by the bottom lid and the side wall of the storage tank. At this time, since the gravel also flows in the left and right directions of the bottom cover, the gravel is dispersed in the drum. Therefore, the load torque of the mixer when the gravel is charged is further reduced.

【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。
A conventional automatic weighing system in a ready-mixed concrete plant has been made as follows. That is, it is desirable to shorten the time from the start of kneading to the placing of the fresh concrete as much as possible, and it is necessary to minimize the kneading time from the start of kneading to the discharge. If the kneading is started at a point in time when the weighing is not completed due to a shortage of one of the kneading materials, the time until the remaining one weighing is completed and put into the mixer is a wasteful waste of the ready-mixed concrete.
In order to prevent this, kneading is started after all the materials are weighed, and each material is sequentially charged into the drum at the optimum timing.After all the materials have been charged into each measuring device, the next batch is weighed. It was a way to start. However, in this method, the measurement of the gravel can be started only after the release of the gravel in the second step is completed, so that the discharge in the third step is completed and the kneading of the next batch can be started. Even when the condition was reached, the gravel weighing was not completed, and there was a situation that kneading could not be started. However, the aggregate loading device of the present embodiment has a structure in which gravel measured by the measuring device 2G can be temporarily stored in the storage tank 5.
Immediately after the start of kneading, the gravel of the measuring device 2G can be discharged into the storage tank to start the measurement of the next batch, so that the cycle time of the measurement is greatly reduced. Therefore, 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 as coarse aggregate has been described. However, when this means is used for a device for feeding sand as fine aggregate, the temporary load in the first step in FIG. Can be.

【0009】[0009]

【実施例2】図3は、第2実施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。
Embodiment 2 FIG. 3 is a schematic view showing a falling energy buffer means of a second embodiment, in which only a portion corresponding to a portion for guiding the gravel in the gravel measuring device 2G of FIG. 2 into the drum is described. A falling energy buffer 7 is provided with a chute 8 for guiding the gravel discharged from the gravel measuring device 2G into the drum.
And a plurality of direction changing members 9 disposed on the chute to change the flow direction of the aggregate in the chute, and gravel flows between the lowermost direction changing member 9 and the lower end of the side wall of the chute 8. A space 10 is provided. Gravel measuring device 2G
Can be changed by the direction changing member 9 when sliding down the side wall of the chute 8 and the speed of sliding down is reduced. Further, the gravel is dispersed in the drum by the direction changing member 9 and the space 10.

【0010】[0010]

【実施例3】図4は、第3実施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。
Embodiment 3 FIG. 4 shows a falling energy buffer means of a third embodiment, in which only a portion corresponding to a portion for guiding the gravel in the gravel measuring device 2G of FIG. 2 into the drum is described.
The fall energy buffering means 7 includes a chute 8 for guiding the gravel discharged from the gravel measuring device 2G into the drum, and a collision member disposed at the lower end of the chute to contact the aggregate flowing out from the lower end of the chute. 11 are formed. The gravel discharged from the gravel measuring device 2G slides down the side wall of the chute 8, and the gravel sliding down by the collision member 11 is temporarily received and the sliding speed is reduced. In this embodiment, since the collision member 11 is formed in a mountain shape, the gravel slides along the mountain shape and can be sufficiently dispersed.

【0011】[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。
According to the first aspect, since the peak load at the time of introducing the aggregate can be reduced, the power consumption of the variable speed mixer can be reduced. In addition, even when the aggregate is charged, the stirring blades are kneaded at a rotation speed closer to the best stirring blade peripheral speed, so that high-quality ready-mixed concrete can be stably manufactured. Furthermore, it is possible to increase the peripheral speed of the stirring blades at the time of introducing the aggregate, as compared with the conventional case, to increase the aggregate dispersion efficiency immediately after the introduction of the aggregate, and to shorten the kneading time.

【0012】請求項2においては、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。
According to the second aspect of the present invention, since the aggregate input device has a structure capable of temporarily storing the aggregate flowing out of the measuring device, the fall distance of the aggregate is reduced by half, and the drop energy when the mixer is input is also large. To be reduced. Also, immediately after the aggregate weighing is completed, the aggregate in the measuring device can be discharged to the storage tank and the next batch weighing can be started immediately, and the shipping capacity of the ready-mixed concrete plant can be greatly improved. .

【0013】請求項3においては、シュートから流出す
る骨材の流出方向を変えてその落下エネルギーを減衰せ
しめる構造であることから、骨材の落下エネルギーを各
攪拌羽根に分散させることが可能となる。また、骨材を
ドラム内に分散させて供給できることから、モルタル混
練後に投入される骨材はより短時間でモルタル内に分散
され、生コンクリートの混練能率が向上する。さらに、
シュートの改造のみによって対応することができ、変更
に要するコストの削減ができる
According to the third aspect of the present invention, since the falling energy of the aggregate flowing out of the chute is changed by changing the flowing direction thereof, the falling energy of the aggregate can be dispersed to each stirring blade. . Also, since the aggregate can be dispersed and supplied in the drum, the aggregate supplied after kneading the mortar is dispersed in the mortar in a shorter time, and the kneading efficiency of the ready-mixed concrete is improved. further,
Can be dealt with only by changing the chute, reducing the cost of changing

【0014】請求項4においては、シュートから流出す
る骨材を一時的に受け止めてその落下エネルギーを減衰
せしめる構造であることから、骨材をドラム内に飛散さ
せて供給することが可能となる。
According to the fourth aspect of the present invention, since the aggregate flowing out of the chute is temporarily received and its falling energy is attenuated, the aggregate can be scattered and supplied into the drum.

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

【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。
FIG. 1 is an explanatory diagram showing load torque, electric power, and rotation speed of a variable speed mixer.

【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。
FIG. 2 is a schematic view showing a fall energy buffering means of the first embodiment in a measuring section and a mixer section of the ready-mixed concrete plant.

【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。
FIG. 3 is a schematic view showing a falling energy buffer means according to a second embodiment.

【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。
FIG. 4 is a schematic view showing a fall energy buffering unit according to a third embodiment.

【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。
FIG. 5 is a schematic diagram showing a measuring section and a mixer section of a conventional ready-mixed concrete plant.

【符号の説明】[Explanation of symbols]

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 1, 1G storage bin 2, 2G weighing device 3, variable speed mixer 5, storage tank 6, discharge means 7, falling energy buffer means 8, chute 9, direction change member 11, Impact member

───────────────────────────────────────────────────── フロントページの続き Fターム(参考) 3F075 AA07 BB03 CA01 CA06 CD12 DA17 DA21 4G037 AA04 EA02 4G056 AA06 CB02 CB11 CC07 4G068 AA02 AB22 AC16 AD01 AE03 ──────────────────────────────────────────────────続 き Continued on the front page F term (reference) 3F075 AA07 BB03 CA01 CA06 CD12 DA17 DA21 4G037 AA04 EA02 4G056 AA06 CB02 CB11 CC07 4G068 AA02 AB22 AC16 AD01 AE03

Claims (4)

【特許請求の範囲】[Claims] 【請求項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
を備える生コンクリートプラントの骨材投入装置。
An aggregate feeding device for introducing aggregates measured by a measuring machine of a ready-mixed concrete plant equipped with a variable speed mixer capable of increasing and decreasing the rotation speed of a stirring blade into a drum of the variable speed mixer, wherein the measured aggregates are provided. An aggregate loading device for a ready-mixed concrete plant, comprising a fall energy buffer means for buffering the fall energy of the aggregate when the water flows out of the measuring instrument.
【請求項2】前記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、一旦貯えた骨材
を徐々に投入する放出手段とを備える請求項1記載の生
コンクリートプラントの骨材投入装置。
2. The ready-mixed concrete plant according to claim 1, wherein said falling energy buffering means comprises a storage tank for temporarily storing the aggregate flowing out of the measuring instrument, and a discharging means for gradually charging the once stored aggregate. Aggregate loading device.
【請求項3】前記落下エネルギー緩衝手段が、計量器か
ら流出する骨材をドラム内に導くシュートと、該シュー
トの下方部位に配設しシュートから流出する骨材の流出
方向を変えてその落下エネルギーを減衰せしめる方向変
換部材とを備える請求項1記載の生コンクリートプラン
トの骨材投入装置。
3. The fall energy buffering means includes a chute for guiding the aggregate flowing out of the measuring instrument into the drum, and a chute disposed below the chute to change the flow direction of the aggregate flowing out of the chute and drop the chute. The aggregate input device for a ready-mixed concrete plant according to claim 1, further comprising a direction changing member that attenuates energy.
【請求項4】前記落下エネルギー緩衝手段が、計量器か
ら流出する骨材をドラム内に導くシュートと、該シュー
トの下方部位に配設しシュートから流出する骨材を当接
させてその落下エネルギーを減衰せしめる衝突部材とを
備える請求項1記載の生コンクリートプラントの骨材投
入装置。
4. The fall energy buffering means includes a chute for guiding the aggregate flowing out of the measuring instrument into the drum, and an aggregate disposed below the chute and brought into contact with the aggregate flowing out of the chute. 2. The aggregate input device for a ready-mixed concrete plant according to claim 1, further comprising: a collision member that attenuates the aggregate.
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 true JP2001009827A (en) 2001-01-16
JP4261687B2 JP4261687B2 (en) 2009-04-30

Family

ID=16139541

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP4261687B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104085048A (en) * 2014-07-31 2014-10-08 朱永祥 Ingredient charging device of concrete stirring machine
CN107572016A (en) * 2017-09-19 2018-01-12 中国计量大学 The more component material blanking devices of vertical and its controller
CN107745944A (en) * 2017-09-28 2018-03-02 卢渭彬 A kind of concrete batching Weighing mechanism
JP2021176696A (en) * 2020-05-06 2021-11-11 許昌徳通振動攪拌科技股▲ふん▼有限公司 Control method and control device for mixing plant, and mixing plant

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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

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104085048A (en) * 2014-07-31 2014-10-08 朱永祥 Ingredient charging device of concrete stirring machine
CN107572016A (en) * 2017-09-19 2018-01-12 中国计量大学 The more component material blanking devices of vertical and its controller
CN107745944A (en) * 2017-09-28 2018-03-02 卢渭彬 A kind of concrete batching Weighing mechanism
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
JP2021176696A (en) * 2020-05-06 2021-11-11 許昌徳通振動攪拌科技股▲ふん▼有限公司 Control method and control device for mixing plant, and mixing plant
JP7057464B2 (en) 2020-05-06 2022-04-19 許昌徳通振動攪拌科技股▲ふん▼有限公司 Mixing plant control method, control device and mixing plant

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