JP2595822B2 - Cooling method for concrete aggregate - Google Patents
Cooling method for concrete aggregateInfo
- Publication number
- JP2595822B2 JP2595822B2 JP5312691A JP5312691A JP2595822B2 JP 2595822 B2 JP2595822 B2 JP 2595822B2 JP 5312691 A JP5312691 A JP 5312691A JP 5312691 A JP5312691 A JP 5312691A JP 2595822 B2 JP2595822 B2 JP 2595822B2
- Authority
- JP
- Japan
- Prior art keywords
- aggregate
- water
- cooling
- antifreeze
- 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 - Lifetime
Links
- 238000001816 cooling Methods 0.000 title claims description 25
- 230000002528 anti-freeze Effects 0.000 claims description 20
- 238000000034 method Methods 0.000 claims description 12
- 239000004568 cement Substances 0.000 claims description 9
- 239000000498 cooling water Substances 0.000 claims description 4
- 238000005507 spraying Methods 0.000 claims description 4
- 239000007788 liquid Substances 0.000 claims description 3
- 238000007599 discharging Methods 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 45
- 238000004898 kneading Methods 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 4
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 3
- LYCAIKOWRPUZTN-UHFFFAOYSA-N Ethylene glycol Chemical compound OCCO LYCAIKOWRPUZTN-UHFFFAOYSA-N 0.000 description 3
- DNIAPMSPPWPWGF-UHFFFAOYSA-N Propylene glycol Chemical compound CC(O)CO DNIAPMSPPWPWGF-UHFFFAOYSA-N 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 239000003507 refrigerant Substances 0.000 description 2
- 210000000988 bone and bone Anatomy 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 229910001873 dinitrogen Inorganic materials 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000005457 ice water Substances 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000008399 tap water Substances 0.000 description 1
- 235000020679 tap water Nutrition 0.000 description 1
Landscapes
- Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
Description
【0001】[0001]
【産業上の利用分野】この発明は、プレクーリング工法
において、骨材を0℃以下に冷却した状態でセメントに
練り混ぜるようにしたコンクリート用骨材の冷却方法に
関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for cooling an aggregate for concrete, wherein the aggregate is kneaded with cement in a pre-cooling method while the aggregate is cooled to 0.degree.
【0002】[0002]
【従来の技術】プレクーリング工法は、コンクリート材
料を予め冷却し、コンクリートの打ち込み温度を低下さ
せる方法であり、コンクリートの混練水として冷却水や
氷水を用いる方法、混練中に液体窒素を投入する方法な
どがあり、一般に骨材がコンクリートの体積の大部分を
占め、冷却効果が大きいので、骨材を予め冷却した状態
で練り混ぜ位置に供給し、温度10℃程度のコンクリー
トとしている。2. Description of the Related Art The pre-cooling method is a method of pre-cooling a concrete material to lower the temperature at which the concrete is poured, a method of using cooling water or ice water as the kneading water for the concrete, and a method of charging liquid nitrogen during kneading. In general, the aggregate occupies most of the volume of the concrete and has a large cooling effect. Therefore, the aggregate is supplied to the kneading position in a state of being cooled in advance, and the concrete having a temperature of about 10 ° C. is obtained.
【0003】骨材の冷却方法としては、一般に骨材ビン
内に冷風または冷水を循環させて冷却する方法、あるい
は搬送途中で冷水を散水する方法が一般的であるが、以
下の問題があった。As a method of cooling the aggregate, generally, a method of cooling by circulating cold air or cold water in the aggregate bin, or a method of spraying cold water during transportation is generally used, but has the following problems. .
【0004】[0004]
【発明が解決しようとする課題】すなわち、冷風や冷水
を用いたのでは、骨材温度を0℃以下にはできず、搬送
時間や練り混ぜ時間が長いと、一旦冷却した骨材が昇温
し、冷却能力が低下する欠点があった。この対策とし
て、従来では骨材ビンの内部に液化窒素ガスなどの極め
て冷却効率の高い冷媒を循環させ、さらに低温にするこ
とも検討されているが、ボンベその他の供給設備を必要
とするため、新たに冷却設備として新設する場合には設
備費が高価となり、しかも一旦熱交換した冷媒は再使用
できず、消費されてしまうため、ランニングコストも高
くなる欠点があった。That is, if cold air or cold water is used, the temperature of the aggregate cannot be reduced to 0 ° C. or less, and if the transportation time and the mixing time are long, the once cooled aggregate will heat up. However, there is a disadvantage that the cooling capacity is reduced. As a countermeasure, it has been considered to circulate a refrigerant with extremely high cooling efficiency such as liquefied nitrogen gas inside the aggregate bin and to further lower the temperature, but since a cylinder and other supply equipment are required, When a new cooling facility is newly installed, the equipment cost is high, and the refrigerant once heat-exchanged cannot be reused and is consumed, resulting in a high running cost.
【0005】この発明は、既存の設備を利用でき、骨材
をさらに低い温度に冷却した状態でコンクリートと練り
混ぜることのできるコンクリート用骨材の冷却方法を提
供することを目的としている。An object of the present invention is to provide a method of cooling an aggregate for concrete that can utilize existing equipment and can be mixed with concrete while cooling the aggregate to a lower temperature.
【0006】[0006]
【課題を解決するための手段】前記目的を達成するた
め、この発明は、前記冷却水として不凍液を用い、散水
温度を0〜−15℃に設定した。In order to achieve the above object, in the present invention, an antifreeze is used as the cooling water, and the water temperature is set at 0 to -15 ° C.
【0007】[0007]
【作用】骨材の冷却に用いられる不凍液は−15℃まで
冷却しても凍結することがなく、通常の冷却設備を用い
て冷却できる。この温度に冷却した不凍液は散水設備を
通じて骨材に散水され、その熱量に応じて骨材を0℃以
下に冷却できる。散水の後不凍液は回収されて再使用さ
れる。The antifreeze used for cooling the aggregate does not freeze even when cooled to -15 ° C, and can be cooled using ordinary cooling equipment. The antifreeze liquid cooled to this temperature is sprinkled on the aggregate through a water spraying facility, and the aggregate can be cooled to 0 ° C. or less according to the amount of heat. After watering, the antifreeze is collected and reused.
【0008】[0008]
【実施例】以下、この発明の一実施例を図面を用いて詳
細に説明する。図1はこの発明方法が適用されるコンク
リート製造プラントを示すものであり、骨材Gを収容し
た複数の骨材ビン1と、骨材ビン1の下部に始端を配置
された第一のベルトコンベア2と、第一のベルトコンベ
ア2の終端部に脱水篩3を介して連結した第二のベルト
コンベア4と、第二のベルトコンベア4の終端部の下部
に開口部を配置したシュート5と、シュート5の下部に
接続されたコンクリートミキサー6、およびシュート5
の開口部に対向したセメントビン7,給水ヘッド8を備
えている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below in detail with reference to the drawings. FIG. 1 shows a concrete manufacturing plant to which the method of the present invention is applied. A plurality of aggregate bins 1 containing aggregates G, and a first belt conveyor having a starting end arranged below the aggregate bins 1 are shown. 2, a second belt conveyor 4 connected to the end of the first belt conveyor 2 via a dewatering sieve 3, a chute 5 having an opening disposed below the end of the second belt conveyor 4, Concrete mixer 6 connected to the lower part of chute 5 and chute 5
A water supply head 8 and a cement bottle 7 facing the opening.
【0009】第一のベルトコンベア2の上部にはその搬
送方向に沿って複数の散水ヘッド9aを配置した散水管
9が配管されている。第一のベルトコンベア2および脱
水篩3の下部にはその長手方向に沿って回収用のトレイ
10が配置されている。これらは冷水循環設備11に接
続されている。A water sprinkling pipe 9 having a plurality of water sprinkling heads 9a is arranged in the upper part of the first belt conveyor 2 along the conveying direction. A tray 10 for collection is arranged below the first belt conveyor 2 and the dewatering sieve 3 along its longitudinal direction. These are connected to the cold water circulation equipment 11.
【0010】冷水循環設備11は水道水Bを溜める用水
槽12,回収水A´を溜めるとともにスラリーを分離す
る原水槽14,不凍液濃度の調整用の調整槽15,冷却
された不凍液を貯留する冷水槽16および冷凍機18を
備えている。The chilled water circulating equipment 11 includes a water tank 12 for storing tap water B, a raw water tank 14 for storing recovered water A 'and separating slurry, an adjusting tank 15 for adjusting the concentration of antifreeze, and a cooling tank for storing cooled antifreeze. A water tank 16 and a refrigerator 18 are provided.
【0011】前記散水管9は冷水槽16内にポンプP1
を介して接続され、冷却された不凍液Aが供給される。
前記回収用トレイ10は原水槽14に接続し、トレイ1
0内に回収された水A´をここに循環する。原水槽14
の上澄は調整槽15に供給される。調整槽15にはこの
回収水A´に加えて、前記用水槽12内の水Bがポンプ
P2を通じて補給されるとともに、濃度検出器15aの
検出結果に応じて所定量のエチレングリコールや、プロ
ピレングリコールなどが投入され、所定の濃度の不凍液
となるように調整される。The water pipe 9 is provided with a pump P1 in a cold water tank 16.
And cooled antifreeze A is supplied.
The collecting tray 10 is connected to the raw water tank 14, and the tray 1
The water A 'recovered within 0 is circulated here. Raw water tank 14
Is supplied to the adjusting tank 15. In addition to the recovered water A ', water B in the water tank 12 is supplied to the adjusting tank 15 through the pump P2, and a predetermined amount of ethylene glycol or propylene glycol is supplied according to the detection result of the concentration detector 15a. And so on, and adjusted so that the antifreeze has a predetermined concentration.
【0012】調整槽15および冷水槽16内の不凍液A
はそれぞれポンプP3,P4を介して冷凍機18に供給
され、ここで冷却された不凍液Aは全量冷水槽16内に
循環する。なお、冷水槽16には温度センサー16aが
設けられ、このセンサー16aの指示する値に応じて前
記冷凍機18の駆動制御が行われ、常時冷水槽16内の
不凍液Aの温度を0〜−15℃に保てるようにしてい
る。さらに、前記用水槽12の水Bは冷水製造機20を
経て前記給水ヘッド8に連通し、ここから所定温度に冷
却された水Bを供給できるようにしている。The antifreeze A in the adjusting tank 15 and the cold water tank 16
Are supplied to the refrigerator 18 via the pumps P3 and P4, respectively, and the cooled antifreeze A circulates in the chilled water tank 16 in its entirety. The chilled water tank 16 is provided with a temperature sensor 16a, and the drive of the refrigerator 18 is controlled in accordance with the value indicated by the sensor 16a, so that the temperature of the antifreeze A in the chilled water tank 16 is constantly 0 to -15. ℃. Further, the water B in the water tank 12 is communicated with the water supply head 8 through the cold water producing machine 20 so that the water B cooled to a predetermined temperature can be supplied therefrom.
【0013】以上の構成において、骨材Gの種類および
セメントS,練り混ぜ用の水Bなどの配合比率、製造量
が決定され、プラントを稼動すると、指定された骨材ビ
ン1の計量部1aを通じて所定量の骨材Gが第一のベル
トコンベア2上に順次吐出される。また、冷水槽16の
ポンプP1が駆動して散水管6に冷却された不凍液が供
給され、コンベア2上の骨材Gに向けて散水ヘッド9a
を通じて0℃以下−15℃の範囲に冷却された不凍液A
を散布する。これによって骨材Gはベルトコンベア2を
搬送される間に少なくとも0℃以下に冷却される。その
後脱水篩3を通じて骨材Gの表面に付着した不凍液Aが
除去された後、骨材Gは第二のベルトコンベア4に移し
換えられ、次いでその終端部からシュート5の内部に投
入される。同時に、シュート5の内部にはセメントビン
7の計量部7aを通じて所定量のセメントSが投入さ
れ、給水ヘッド8の計量部8aを通じて冷却された所定
量の水Bも投入され、ミキサー6によって練り混ぜられ
る。In the above configuration, the type of the aggregate G, the mixing ratio of the cement S, the water B for mixing and the like, and the production amount are determined. When the plant is operated, the measuring section 1a of the designated aggregate bin 1 is operated. A predetermined amount of aggregate G is sequentially discharged onto the first belt conveyor 2 through the first belt conveyor 2. Further, the pump P1 of the cold water tank 16 is driven to supply the cooled antifreeze to the sprinkling pipe 6, and the sprinkling head 9a is moved toward the aggregate G on the conveyor 2.
Antifreeze A cooled to below 0 ° C and below -15 ° C
Spray. As a result, the aggregate G is cooled to at least 0 ° C. or less while being transported on the belt conveyor 2. Then, after the antifreeze A adhered to the surface of the aggregate G is removed through the dewatering sieve 3, the aggregate G is transferred to the second belt conveyor 4, and is then put into the chute 5 from the end. At the same time, a predetermined amount of cement S is put into the chute 5 through the measuring portion 7a of the cement bottle 7, and a predetermined amount of water B cooled through the measuring portion 8a of the water supply head 8 is also put therein. Can be
【0014】一方、第一のベルトコンベア2からオーバ
フローしたり、脱水篩3を通じてトレイ10内に落ちた
回収水A´は原水槽14内に回収され、ここから再び調
整槽15,冷凍機18を経て冷水槽16に循環し、再使
用される。On the other hand, the recovered water A 'which overflows from the first belt conveyor 2 or falls into the tray 10 through the dewatering sieve 3 is collected in the raw water tank 14, from which the adjusting tank 15 and the refrigerator 18 are again moved. After that, it is circulated to the cold water tank 16 and reused.
【0015】なお、練り上がりのコンクリート温度は5
〜10℃程度が好ましく、この温度に設定した場合の外
気温,混練時間,セメントS,および水Bの温度に応じ
て骨材Gの冷却に必要な不凍液Aの冷却温度,散水量な
どが決定される。The concrete temperature after kneading is 5
The cooling temperature of the antifreeze A required for cooling the aggregate G, the amount of water spraying, etc. are determined according to the outside air temperature, the kneading time, the temperature of the cement S, and the temperature of the water B when this temperature is set. Is done.
【0016】[0016]
【発明の効果】以上実施例によって詳細に説明したよう
に、この発明によるコンクリート用骨材の冷却方法にあ
っては、骨材の冷却に用いられる不凍液が−15℃まで
冷却しても凍結することがなく、通常の冷却設備を用い
て極めて低い温度に冷却でき、仕上がりのコンクリート
の温度を所望する低い温度に保つことができる。また、
不凍液を用いることにより、在来のコンクリート製造プ
ラントの冷却設備を転用でき、散水の後不凍液を回収し
て再使用できるため設備費およびランニングコスト共に
安価であるなどの利点がある。As has been described in detail in the above embodiments, in the method for cooling concrete aggregate according to the present invention, the antifreeze used for cooling the aggregate freezes even when cooled to -15 ° C. Therefore, the concrete can be cooled to an extremely low temperature by using ordinary cooling equipment, and the temperature of the finished concrete can be maintained at a desired low temperature. Also,
By using the antifreeze, the cooling equipment of a conventional concrete manufacturing plant can be diverted, and since the antifreeze can be collected and reused after watering, there are advantages such as low equipment cost and running cost.
【図1】この発明の骨材冷却方法を適用したコンクリー
ト製造プラントのシステム図である。FIG. 1 is a system diagram of a concrete manufacturing plant to which an aggregate cooling method of the present invention is applied.
1 骨材ビン(ストック位置) 2 第一のベルトコンベア 3 脱水篩 4 第二のベルトコンベア 5 シュート 6 コンクリートミキサー 7 セメントビン 8 給水ヘッド 9 散水管 9a 散水ヘッド 10 回収用トレイ 11 冷水循環設備 G 骨材 S セメント B 水 A 不凍液 A´ 回収水 DESCRIPTION OF SYMBOLS 1 Aggregate bin (stock position) 2 First belt conveyor 3 Dewatering sieve 4 Second belt conveyor 5 Chute 6 Concrete mixer 7 Cement bin 8 Water supply head 9 Watering pipe 9a Watering head 10 Collection tray 11 Cold water circulation equipment G bone Material S Cement B Water A Antifreeze A 'Collected water
Claims (1)
ア上に放出し、セメントとの練り混ぜ位置に搬送する途
中で、前記骨材上に冷却水を散水して骨材を冷却する方
法であって、前記冷却水として不凍液を用い、散水温度
を0〜−15℃に設定したことを特徴とするコンクリー
ト用骨材の冷却方法。1. A method for discharging aggregates at a stock position onto a belt conveyor and cooling the aggregates by spraying cooling water on the aggregates while conveying the aggregates to a mixing position with cement. A method for cooling aggregate for concrete, characterized in that an antifreeze liquid is used as the cooling water, and a watering temperature is set at 0 to -15 ° C.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5312691A JP2595822B2 (en) | 1991-02-26 | 1991-02-26 | Cooling method for concrete aggregate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5312691A JP2595822B2 (en) | 1991-02-26 | 1991-02-26 | Cooling method for concrete aggregate |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04270604A JPH04270604A (en) | 1992-09-28 |
| JP2595822B2 true JP2595822B2 (en) | 1997-04-02 |
Family
ID=12934117
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5312691A Expired - Lifetime JP2595822B2 (en) | 1991-02-26 | 1991-02-26 | Cooling method for concrete aggregate |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2595822B2 (en) |
-
1991
- 1991-02-26 JP JP5312691A patent/JP2595822B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH04270604A (en) | 1992-09-28 |
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