JPS6021841B2 - Remaining green concrete processing equipment - Google Patents

Remaining green concrete processing equipment

Info

Publication number
JPS6021841B2
JPS6021841B2 JP9516376A JP9516376A JPS6021841B2 JP S6021841 B2 JPS6021841 B2 JP S6021841B2 JP 9516376 A JP9516376 A JP 9516376A JP 9516376 A JP9516376 A JP 9516376A JP S6021841 B2 JPS6021841 B2 JP S6021841B2
Authority
JP
Japan
Prior art keywords
tank
water
recovery device
pump
concrete
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
Application number
JP9516376A
Other languages
Japanese (ja)
Other versions
JPS5319319A (en
Inventor
久 白木
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 JP9516376A priority Critical patent/JPS6021841B2/en
Publication of JPS5319319A publication Critical patent/JPS5319319A/en
Publication of JPS6021841B2 publication Critical patent/JPS6021841B2/en
Expired legal-status Critical Current

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

Description

【発明の詳細な説明】 本発明は生コンクリートプラントの残存生コンクリート
またはミキサー車のドラム内の残存生コンクリート等を
洗浄し、該洗浄水より、骨材を分離してスラッジを含ま
ない水とスラッジを含む水とに分離し、スラッジを含ま
ない水は洗水として再使用し、またスラツジを含む水は
コンクIJートの練水として再使用するようになす残存
生コンクリート処理装直に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention cleans the remaining ready-mixed concrete of a ready-mixed concrete plant or the remaining ready-mixed concrete in the drum of a mixer truck, and separates the aggregate from the washing water to produce sludge-free water and sludge. This invention relates to a method for reprocessing residual live concrete in which the water containing sludge is separated from the water containing sludge, and the water containing sludge is reused as washing water, and the water containing sludge is reused as mixing water for concrete IJ.

従来の斯かる処理には残存生コンクリートを一且集泥槽
内に貯え、その位置からバケットコンベヤーその他の搬
送手段を使用して高い位贋に設けた粗骨材回収装置に導
き、下降する過程で粗粒分とスラッジとに分類し、且つ
スラッジ沈澱槽に導いて紬骨材を沈澱せしめるか、更に
ポンプ手段を用いて紬骨村回収装直に導くことが行われ
ている。
Conventionally, such processing involves the process of storing a single batch of residual raw concrete in a mud collecting tank, and from there using a bucket conveyor or other conveying means, it is guided to a coarse aggregate recovery device installed at a high level, and then lowered. The sludge is separated into coarse particles and sludge, and is then led to a sludge settling tank to precipitate Tsumugi aggregate, or is further led directly to the Tsumugi village recovery facility using pump means.

しかるに斯かる方法では装置が大型化し、且つコンベヤ
ーが非常に高価となって設備費が嵩むという欠点があっ
た。また集泥槽内の残存生コンクリートを直接サンドポ
ンプを使用してトロンメル、ついでクラツシフアイアに
投入し砂利、砂を順次分離回収することも行われている
が、この場合サンドポンプは砂利や砂を一度にポンプア
ップ出来るものでなければならず、高価なものになると
同時にィンベラーの寿命が短かく且つ砂利の噛込みによ
る運転不能となるなどの問題が発生する。.その他、前
述の如きバケットコンベヤーやサンドポンプなどを使用
しないでクラツシフアイアの上方にトロンメルを置き、
トロンメルに直接残存生コンクリートを投入して砂利砂
を順次分離回収することも行われているが、この場合は
洗車場全体を1.8〜2机の高さとなす必要があり、基
礎工事の費用が必要となる欠点があった。
However, this method has disadvantages in that the equipment becomes large and the conveyor becomes very expensive, increasing equipment costs. In addition, the remaining fresh concrete in the mud collection tank is directly fed into a trommel using a sand pump, and then into a crusher to separate and collect gravel and sand one after another.In this case, the sand pump removes the gravel and sand once The pump must be able to be pumped up quickly, making it expensive and at the same time causing problems such as a short lifespan of the pump and the inability to operate due to gravel clogging. .. In addition, without using a bucket conveyor or sand pump as mentioned above, a trommel is placed above the crusher.
It is also possible to pour the remaining fresh concrete directly into a trommel and gradually separate and collect the gravel and sand, but in this case, the entire car wash area needs to be 1.8 to 2 tables high, and the cost of foundation work is high. There was a drawback that it required

本発明は従来の斯かる欠点を除去せんとするものであっ
て、その特徴とするところは生コンクリートやミキサー
車などの排出口からの落下ェネルギで直接に残存生コン
クリートの供聯合が受けられる集水樋を有する粗骨材回
収装置と、該相骨材回収装置の下面化に配設せしめた汚
水槽と、該汚水槽内に設けたポンプ手段と、該ポンプ手
段からの配管を介して汚水の供給を受ける細骨材回収装
置とからなる残存生コンクリートの処理装置となさしめ
ることにより装置全体をコンパクト化させ極めて能率的
な作業の遂行を図るようになしたことにある。本発明装
置の一例を図面にもとづいて説明する。
The present invention aims to eliminate such drawbacks of the conventional methods, and its feature is that the remaining fresh concrete can be directly fed with the energy falling from the discharge outlet of a mixer truck or the like. A coarse aggregate recovery device having a water gutter, a sewage tank disposed on the underside of the coarse aggregate recovery device, a pump means provided in the sewage tank, and sewage through piping from the pump means. By making the remaining fresh concrete processing equipment consist of a fine aggregate recovery equipment that is supplied with fine aggregate, the entire equipment can be made compact and the work can be carried out extremely efficiently. An example of the device of the present invention will be explained based on the drawings.

第1図は全体を模式的に示したフローシート、第2図は
粗骨材の回収装置を示すものでAは平面図、BはAのX
−X線方向側面図、CはAのY−Y線方向側面図である
Figure 1 is a flow sheet schematically showing the whole, Figure 2 is a coarse aggregate recovery device, where A is a plan view and B is the X of A.
- A side view in the X-ray direction; C is a side view of A in the Y-Y direction.

1は地表面上の洗車場、2は一次回収装置として砂利な
ど粗骨村を回収するトロンメルであって洗車場と同一の
地表面上に設けられる。
Reference numeral 1 indicates a car wash on the ground surface, and 2 indicates a trommel as a primary recovery device for collecting coarse particles such as gravel, which is installed on the same ground surface as the car wash.

3はトロンメルの下面下に穿設してなる第1汚水槽、4
は該水槽内に設けてなるサンドポンプ、5は二次回収装
置として砂などの紬骨材を回収するクラッシフアイアで
あり、前記サンドポンプ4から管6を介して連結されて
なる。
3 is the first sewage tank bored under the bottom of the trommel; 4
Reference numeral 5 indicates a sand pump provided in the water tank, and 5 indicates a crusher as a secondary recovery device for recovering pongee aggregate such as sand, which is connected to the sand pump 4 via a pipe 6.

7は第2汚水槽であってクラッシフアィア5に於いて砂
などの分離された残りのフラッジ(セメント水和物)水
が管8を介して流入するようになっている。
Reference numeral 7 denotes a second sewage tank, into which the remaining sludge (cement hydrate) water from which sand and the like have been separated in the crusher 5 flows through a pipe 8.

こ)に該第2汚水槽には蝿梓翼9と共に汲上げポンプ1
0が設けてあり、スラツジはコンクリートの練水用とし
て将またスラッジを含まない水は洗車用として再使用す
るべく汝上げポンプ10から管11を介して後述の汚水
処理装置12に送り込まれる。次に汚水処理装置12は
次の如く構成されてなる。
) In the second sewage tank, there is a pump 1 together with a fly Azusa Tsubasa 9.
0 is provided, and the sludge is sent from a sump pump 10 to a sewage treatment device 12, which will be described later, via a pipe 11 in order to reuse the sludge for mixing concrete and to reuse the water without sludge for car washing. Next, the sewage treatment device 12 is constructed as follows.

13は浄化タンク、14は該タンクの下面下に設けてな
る調整槽であり、該調整槽には蝿洋翼15及び汲上げポ
ンプ16が設けてあって、該頚枠翼及び汝上げポンプ1
6は随時、即ち浄化タンクから調整槽内に流下するスラ
ッジ水をコンクリートの練水用として適宜な濃度に該槽
内で調整しながら管17を介してバッチセーブラント1
8の水計量器19内に送り込み、必要量を計量して使用
するようになっている。
13 is a purification tank; 14 is an adjustment tank provided under the bottom surface of the tank; the adjustment tank is provided with a fly wing 15 and a pump 16;
6 is a batch saver 1 which is fed through a pipe 17 while adjusting the sludge water flowing down from a purification tank into an adjustment tank to an appropriate concentration in the tank for mixing concrete.
8 into a water measuring device 19, and the required amount is measured and used.

このさし、余剰のスラツジ水はオーバーフローして管2
1を経て調整槽14内に環流する。他方、22は貯水槽
であって、該槽には浄化タンク13内でスラッジと分離
された上燈液が、その上縁からオーバーフローし管23
を介して流入するようになっていると共に一部地下水や
工業用水からの清水が管24を介して補助的に流入され
るようになっている。こ)に該糟の貯水はポンプ25を
使用し管26を介して洗車用に使用されるものである。
この他、該槽の水はポンプ27を使用し管28を介して
前記調整槽14内の濃度調整用のために取出される。2
9は濃度メータ−である。
At this point, excess sludge water overflows into pipe 2.
1 and then refluxed into the adjustment tank 14. On the other hand, 22 is a water storage tank into which the sludge separated from the sludge in the purification tank 13 overflows from its upper edge and is passed through the pipe 23.
In addition, some fresh water from underground water or industrial water is auxiliary inflowed through a pipe 24. In this case, the stored water is used for car washing through a pipe 26 using a pump 25.
In addition, water in the tank is taken out via a pipe 28 using a pump 27 for concentration adjustment in the adjustment tank 14. 2
9 is a concentration meter.

以上は本発明装置の一例をフローシートにもとづいて説
明したが、第2図は粗細骨材回収装贋の実際上に於ける
配置説明図を示すものである。
An example of the apparatus of the present invention has been described above based on a flow sheet, and FIG. 2 shows an explanatory diagram of the actual arrangement of the coarse aggregate recovery equipment.

トロンメル2及びクラッシフアィア5は共に同一の地表
面1上で互いに直角方向に対向する位置に設けられる。
図面では3台のコンクリートミキサー車が同時に洗車で
きるようになっており、3川まトロンメル2に向う袋水
樋である。こ)にトロンメル2下方の第1汚水槽3は頃
斜壁aに形成されてなりト且つ底面上のサンドポンプ4
はしール架台31にトロリー付チェンブロック32で移
動可能に吊架されてなる。これは汚水槽内を随時移動し
て汚水の汲上げが均一に行われるようになすためである
。33はトロンメル2の出口端に取付けられてなるホッ
パ−であって、トロンメル2で節分けされた粗骨村は該
ホッパ−を介してベルトコンベヤー34上に落下し、該
ベルトコンベヤーによって回収砂利槽35内に取出され
る。
Both the trommel 2 and the crusher 5 are provided on the same ground surface 1 at positions facing each other in a perpendicular direction.
The drawing shows that three concrete mixer trucks can be washed at the same time, and it is a bag water gutter heading towards Mitsukawa Trommel 2. In this case, the first sewage tank 3 below the trommel 2 is formed on a sloped wall a, and a sand pump 4 on the bottom surface is formed.
It is movably suspended from a trolley-equipped chain block 32 on a rail frame 31. This is to ensure that the sewage is pumped up uniformly by moving around the sewage tank at any time. Reference numeral 33 denotes a hopper attached to the outlet end of the trommel 2, and the coarse bones separated by the trommel 2 fall through the hopper onto a belt conveyor 34, and the belt conveyor transports them to the collected gravel tank. It is taken out within 35 minutes.

該過程で構内に貯留する汚水はポンプ36により管37
を介して第1汚水槽に返戻される。なお、37はクラッ
シフアィア供給口でサンドポンプ4からの汚水は管6を
介して該部に供給され、底面に沈降する砂はスクリュー
コンベヤーbによって掻上げられて回収砂槽38に取出
されると共に汚水は排出口39からオ−バーフローし管
8を介して第2汚水槽7に流入するようになっている。
本実施例は以上の如く残存生コンクリートの処理にさし
、し、先づ地表面上の位置で、且つミキサ車の排出口か
ら排出されるときの落下ェネルギのみで残存生コンクリ
ートを移送すると共に粗骨材回収装置を使用して砂利な
どの一次回収を行ったのち、残りの汚水をサンドポンプ
にて細骨村回収装置に送り込んで砂などの二次回収を行
うようになさしめるものであるから、特別なバケットコ
ンベヤーの設備が不用であり、汚水を移送する輸送手段
としてのサンドポンプなどを市販の小口径で安価なもの
が使用でき、従来の如き特殊ポンプとする必要がない。
The wastewater that accumulates in the premises during this process is pumped to a pipe 37 by a pump 36.
The water is returned to the first sewage tank via the sewage tank. Reference numeral 37 denotes a crusher supply port, and the waste water from the sand pump 4 is supplied to this part through the pipe 6, and the sand that settles on the bottom is scraped up by the screw conveyor b and taken out to the recovery sand tank 38, and the waste water is The water overflows from the discharge port 39 and flows into the second sewage tank 7 via the pipe 8.
As described above, this embodiment deals with the treatment of the remaining ready concrete, and first, the remaining ready concrete is transported at a position on the ground surface and only by the falling energy when being discharged from the discharge port of the mixer truck. After primary recovery of gravel, etc. is performed using a coarse aggregate recovery device, the remaining wastewater is sent to a fine aggregate recovery device using a sand pump for secondary recovery of sand, etc. Therefore, there is no need for special bucket conveyor equipment, and a commercially available small-diameter, inexpensive sand pump or the like can be used as a transportation means for transporting wastewater, and there is no need for a special pump as in the past.

また噛込みによる運転不能などの問題を生じさせないし
、全体的に各機器を同一の地表面上に設置できるので設
備費が低減し且つ操作及び使用が容易となるものである
。本発明は、叙上の効果以外に、細骨材回収装置である
クラッシフアィアがポンプ手段からの配管を介しての汚
水の供V給になされていることから目由に任意の場所へ
配置できる点でも優れており、従来装置のようなクラッ
シフアィアの上方にトロンメルを戦層したものよりも、
顕著に低価格で設備でき、且つ点検整備も容易となるの
である。
Further, problems such as inoperability due to jamming do not occur, and all the equipment can be installed on the same ground surface, which reduces equipment costs and facilitates operation and use. In addition to the above-mentioned effects, the present invention has the advantage that the crusher, which is a fine aggregate recovery device, is used to supply sewage through piping from the pump means, so it can be placed at any desired location. However, it is superior to the conventional device which has a trommel layer above the crusher.
The equipment can be installed at a significantly low cost, and inspection and maintenance are also easy.

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

添附図面は本発明装置の一例を示すものであって、第1
図は全体を榛式的に示したフローシート、第2図は粗細
骨材の回収装置を示すものであつてAは平面図、BはA
の×−X線方向側面図、CはAのY−Y線方向側面図で
ある。 1・・・・・・洗車場、2・・・・・・トロンメル、3
・・・・・・第1汚水槽、4・・・・・・サンドポンプ
、5・・・・・・クラッシフアィァ、7・・・・・・第
2汚水槽、13…・・・浄化タンク、14・・・・・・
調整槽、35・・・・・・回収砂利槽、38・・・・・
・回収砂槽。 第「図 第2図
The attached drawings show an example of the device of the present invention, and the first
The figure is a flow sheet showing the whole in a formal manner, and Figure 2 shows a coarse aggregate recovery device, where A is a plan view and B is A.
C is a side view of A in the direction of the X-X line, and C is a side view of A in the direction of the Y-Y line. 1... Car wash, 2... Trommel, 3
.....First sewage tank, 4..Sand pump, 5..Crusher, 7..Second sewage tank, 13..Purification tank, 14...
Adjustment tank, 35... Recovery gravel tank, 38...
・Collected sand tank. Figure 2

Claims (1)

【特許請求の範囲】[Claims] 1 生コンクリートやミキサー車などの排出口からの落
下エネルギで直接に残存生コンクリートの供給が受けら
れる集水樋を有する粗骨材回収装置と、該粗骨材回収装
置の下面下に配設せしめた汚水槽と、該汚水槽内に設け
たポンプ手段と、該ポンプ手段からの配管を介して汚水
の供給を受ける細骨材回収装置とからなる残存生コンク
リートの処理装置。
1. A coarse aggregate recovery device having a water collection gutter that can receive the remaining fresh concrete directly by the energy falling from the discharge outlet of ready-mixed concrete or a mixer truck, and a coarse aggregate recovery device arranged under the bottom surface of the coarse aggregate recovery device. A processing device for residual living concrete, which comprises a sewage tank, a pump means provided in the sewage tank, and a fine aggregate recovery device that receives sewage water via piping from the pump means.
JP9516376A 1976-08-09 1976-08-09 Remaining green concrete processing equipment Expired JPS6021841B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9516376A JPS6021841B2 (en) 1976-08-09 1976-08-09 Remaining green concrete processing equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9516376A JPS6021841B2 (en) 1976-08-09 1976-08-09 Remaining green concrete processing equipment

Publications (2)

Publication Number Publication Date
JPS5319319A JPS5319319A (en) 1978-02-22
JPS6021841B2 true JPS6021841B2 (en) 1985-05-29

Family

ID=14130098

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9516376A Expired JPS6021841B2 (en) 1976-08-09 1976-08-09 Remaining green concrete processing equipment

Country Status (1)

Country Link
JP (1) JPS6021841B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5875839A (en) * 1981-10-30 1983-05-07 Fujitsu Ltd Sputtering device
JP2602267B2 (en) * 1988-02-08 1997-04-23 日本電信電話株式会社 Plasma generating apparatus and thin film forming apparatus using plasma
JP2595009B2 (en) * 1988-02-08 1997-03-26 日本電信電話株式会社 Plasma generating apparatus and thin film forming apparatus using plasma
JPH0818324B2 (en) * 1992-10-27 1996-02-28 株式会社コンテック How to treat residual unfinished concrete

Also Published As

Publication number Publication date
JPS5319319A (en) 1978-02-22

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