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JP4583792B2 - Cooling concrete production equipment - Google Patents
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JP4583792B2 - Cooling concrete production equipment - Google Patents

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JP4583792B2
JP4583792B2 JP2004102406A JP2004102406A JP4583792B2 JP 4583792 B2 JP4583792 B2 JP 4583792B2 JP 2004102406 A JP2004102406 A JP 2004102406A JP 2004102406 A JP2004102406 A JP 2004102406A JP 4583792 B2 JP4583792 B2 JP 4583792B2
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water
cooling
concrete
recovered
cooled
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JP2005288698A (en
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能典 野内
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KYC MACHINE INDUSTORY CO., LTD.
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KYC MACHINE INDUSTORY CO., LTD.
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Description

本発明は、特に暑中コンクリートに好適な冷却コンクリートの製造装置に関する。 The present invention relates in particular manufacturing ZoSo location suitable cooling concrete hot weather concrete.

日平均気温が25℃を越える暑中環境下で工事を行う暑中コンクリートにおいては、セメントの水和反応が促進して凝固や硬化速度が速くなり、時間の経過と共にスランプの低下が著しく、しかも、水分が急激に蒸発してコールドジョイントやひび割れを発生せしめるのみならず、初期強度が高い反面、長期強度の伸びが小さい等の問題点を有するものである。このため、打込み時のコンクリート温度が35℃以内(日本土木学会)、荷卸し時のコンクリート温度が35℃以下(日本建築学会)と定められている。   In hot concrete, where the daily average temperature exceeds 25 ° C, the hydration reaction of the cement accelerates and the solidification and hardening rate increases, and the slump decreases significantly over time. Not only does this rapidly evaporate, causing cold joints and cracks, but also has problems such as high initial strength but low long-term strength elongation. For this reason, the concrete temperature at the time of placing is determined to be within 35 ° C. (Japan Society of Civil Engineers), and the concrete temperature at the time of unloading is determined to be 35 ° C. or less (the Architectural Institute of Japan).

上記暑中コンクリートの問題点を解決するものとして、特開平8−309731号公報(特許文献1)には、予め所定温度に冷却せしめた骨材(砂、砂利)をセメント及び水と共に混練りして冷却コンクリートを製造せしめる方法が開示されている。また、特開平7−9432号公報(特許文献2)には、セメントを冷却せしめる装置が開示され、予め冷却せしめたセメントを骨材及び水と共に混練りして冷却コンクリートを製造するものとされている。さらに、特開平9−314541号公報(特許文献3)には、練り水を冷却せしめる装置が開示され、予め冷却せしめた練り水をセメント及び骨材と共に混練りして冷却コンクリートを製造するものとされている。
特開平8−309731号公報 特開平7−9432号公報 特開平9−314541号公報
In order to solve the problems of the above-mentioned hot concrete, JP-A-8-309731 (Patent Document 1) discloses that aggregates (sand, gravel) cooled in advance to a predetermined temperature are kneaded with cement and water. A method for producing cooled concrete is disclosed. Japanese Patent Application Laid-Open No. 7-9432 (Patent Document 2) discloses a device for cooling cement, and kneaded the precooled cement together with aggregate and water to produce cooled concrete. Yes. Furthermore, Japanese Patent Application Laid-Open No. 9-314541 (Patent Document 3) discloses an apparatus for cooling kneaded water, and kneaded kneaded water preliminarily cooled together with cement and aggregate to produce cooled concrete. Has been.
JP-A-8-309731 JP 7-9432 A JP-A-9-314541

上述の如く、従来の冷却コンクリートは、予め所定温度に冷却せしめた骨材、あるいは練り水を配合して混練りし、冷却コンクリートを製造するものとされている。   As described above, conventional cooling concrete is manufactured by mixing and kneading the aggregate or kneading water that has been cooled to a predetermined temperature in advance, and manufacturing the cooling concrete.

ところで、かかる冷却コンクリートを製造するさいには、練り水として清水のみならず回収水(コンクリートの洗浄排水を処理して得られるスラッジ水及び上澄水の総称)を練り水の一部または全部として認められた範囲(セメント質量に対するスラッジ固形分率が3%以内で使用することは、JISA5308の付属書3表2「回収水の品質」の項に規定されている。)において使用されている。そして、かかる回収水にはセメントや骨材の微粉成分が混じっているものであるから、その冷却処理が非常に困難であり、通常は冷却せしめることなく常温でもって直接配合せしめるものとされている。このため、冷却コンクリートの生成に悪影響をおよぼし、満足すべき冷却コンクリートを生成せしめずらいものである。   By the way, when manufacturing such cooled concrete, not only clean water but also recovered water (a general term for sludge water and supernatant water obtained by treating concrete waste water) is recognized as part or all of the kneaded water. (Use of sludge solids content within 3% of cement weight is specified in Appendix 3 Table 2 “Quality of recovered water” in JIS A5308). And since such recovered water is mixed with fine powder components of cement and aggregate, its cooling process is very difficult, and it is usually said that it can be directly blended at room temperature without cooling. . For this reason, the production of cooled concrete is adversely affected and it is difficult to produce satisfactory cooled concrete.

本発明は従来の問題点を解決し、常に冷却コンクリートを確実に生成せしめることが出来、特に予め冷却せしめた骨材を使用しない場合においても回収水単独の冷却により冷却コンクリートを生成せしめることが出来る、冷却コンクリートの製造装置を提供しようとするものである。 The present invention solves the conventional problems and can always reliably produce cooled concrete, and can produce cooled concrete by cooling the recovered water alone even when the aggregate cooled beforehand is not used. , it is intended to provide a manufacturing ZoSo location of cooling concrete.

上記の目的を達成するため、本発明の請求項1記載の発明は、冷却コンクリート製造装置を構成する水計量器に回収水を供給せしめるべく回収水貯溜槽が配設されると共に、同水計量器に冷却回収水を供給せしめるべく回収水冷却槽が配設され、該回収水冷却槽には回収水を所定温度に冷却せしめるチラーが付設されてなることを特徴とする、冷却コンクリートの製造装置を要旨とするものである。 In order to achieve the above-mentioned object, the invention according to claim 1 of the present invention is provided with a recovered water storage tank for supplying recovered water to a water meter constituting the cooling concrete manufacturing apparatus, An apparatus for producing cooling concrete, characterized in that a recovered water cooling tank is provided to supply cooling recovered water to the vessel, and the recovered water cooling tank is provided with a chiller for cooling the recovered water to a predetermined temperature. Is a summary.

本発明の請求項2記載の発明は、水計量器に冷却清水を供給せしめるべく清水貯溜槽が配設されると共に、該清水貯溜槽には清水を所定温度に冷却せしめるチラ−が付設されてなることを特徴とする、請求項1記載の冷却コンクリ−トの製造装置を要旨とするものである。 In the invention according to claim 2 of the present invention , a fresh water storage tank is provided so that cooling water is supplied to the water meter, and a chiller for cooling the fresh water to a predetermined temperature is attached to the fresh water storage tank. The gist of the cooling concrete manufacturing apparatus according to claim 1, characterized in that:

請求項1記載の発明は上述のように構成されているから、回収水を回収水貯溜槽に貯溜せしめると共に、チラーにより冷却せしめた回収水を回収水冷却槽に貯溜せしめつつ、冷却コンクリ−トの冷却効果の度合いに応じ、適宜練り水として回収水と共に冷却回収水を
、あるいは、冷却回収水のみを水計量器に供給せしめ、ミキサ−により他のコンクリート材料と共に混練りして常に冷却コンクリートを確実に生成せしめることが出来る。また、回収水や冷却回収水を練り水として使用するものであるから、生コンクリート工場から排出される産業廃棄物を減少せしめることが出来るのみならず、資源の有効利用を図ることが出来るものである。
Since the invention according to claim 1 is configured as described above, the recovered water is stored in the recovered water storage tank, and the recovered water cooled by the chiller is stored in the recovered water cooling tank while the cooling concrete is stored. Depending on the degree of cooling effect of the cooling water, the cooling and recovery
Alternatively, only cooled and recovered water can be supplied to a water meter and kneaded with other concrete materials by a mixer to always produce cooled concrete reliably. In addition, since recovered water and cooling recovered water are used as kneaded water, not only can industrial waste discharged from ready-mixed concrete factories be reduced, but also effective use of resources can be achieved. is there.

請求項2記載の発明は上述のように構成されているから、チラ−により冷却せしめた清水を清水貯溜槽に貯溜せしめつつ、必要に応じて回収水や冷却回収水と共に練り水として水計量器に供給せしめ、ミキサ−により他のコンクリ−ト材料と共に混練りして常に冷却コンクリ−トを確実に生成せしめることが出来る。 Since the invention according to claim 2 is configured as described above, the water meter is used as the kneaded water together with the recovered water or the cooled recovered water as necessary while storing the fresh water cooled by the chiller in the fresh water storage tank. It is possible to always produce cooling concrete by mixing with other concrete materials by a mixer .

以下に、本発明を実施するための最良の形態を図面に示す一実施例に基づいて説明する
The best mode for carrying out the present invention will be described below based on an embodiment shown in the drawings.

図1及び図2は本発明の一実施例を示すもので、同図中、1は冷却コンクリート製造装置を構成するミキサー、2は該ミキサーの下方に配設されたコンクリートホッパー、3・4・5・6はミキサー1の上方に配設されたセメント計量器と砂利計量器と砂計量器と水計量器、7・8・9は該セメント計量器3と砂利計量器4と砂計量器5の上方に各々配設されたセメント貯蔵ビンと砂利貯蔵ビンと砂貯蔵ビンで、該セメント貯蔵ビン7は別途設置されたセメントサイロ10よりセメントを空気輸送手段11により供給せしめるものとされている。また、砂利貯蔵ビン8及び砂貯蔵ビン9は別途設置された骨材貯蔵ビン12より公知の方法により冷却せしめた砂利・砂をベルトコンベア13・ターンシュート14を介して供給するものとされている。   1 and 2 show an embodiment of the present invention, in which 1 is a mixer constituting a cooling concrete manufacturing apparatus, 2 is a concrete hopper disposed below the mixer, 3 ・ 4 ・Reference numerals 5 and 6 denote a cement measuring instrument, a gravel measuring instrument, a sand measuring instrument, and a water measuring instrument disposed above the mixer 1, and 7, 8, and 9 denote the cement measuring instrument 3, the gravel measuring instrument 4, and the sand measuring instrument 5. A cement storage bin, a gravel storage bin, and a sand storage bin respectively disposed above the cement storage bin 7 are supplied with cement by a pneumatic transport means 11 from a cement silo 10 installed separately. The gravel storage bin 8 and the sand storage bin 9 are supplied with aggregated gravel / sand cooled by a known method from an aggregate storage bin 12 provided separately via a belt conveyor 13 and a turn chute 14. .

15・16は前記水計量器6の上方に配設された清水貯蔵ビンと回収水貯蔵ビン、17は清水貯蔵ビン15に清水を供給せしめるべく送水パイプ18を介して接続された清水貯溜槽、19は該清水貯溜槽17に清水を所定温度に冷却して還流せしめるべく送水パイプ20と還流パイプ21を介して接続された清水用チラーで、該清水用チラー19は公知のものが用いられている。22は前記回収水貯蔵ビン16に常温下の回収水を必要に応じて供給せしめるべく送水パイプ23と還流パイプ24を介して接続された攪拌機25付き回収水貯溜槽、26は該回収水貯溜槽22より常温下の回収水を移送パイプ27により移送せしめて冷却保持せしめる攪拌機28付き回収水冷却槽、29・30は該回収水冷却槽26より一定量の冷却回収水を前記回収水貯蔵ビン16に供給する送水パイプと還流パイプ、31は回収水冷却槽26内の回収水を循環せしめつつ所定温度に冷却せしめる回収水用チラーで、該回収水用チラー31は図2に示すように、アンモニアや二酸化炭素などの冷媒を封入せしめた冷媒室32と、該冷媒室32内に蛇行状に配設せしめた回収水用冷却パイプ33と、冷媒室32内の冷媒を外方に循環せしめつつ冷却せしめる冷媒用冷却パイプ34と、該冷媒用冷却パイプ34を冷却せしめる冷却室35と、該冷却室35内に配設された冷却水用循環パイプ36とより構成されている。37は上記冷却水用循環パイプ36に接続されたクーリングタワーである。   15 and 16 are fresh water storage bins and recovered water storage bins disposed above the water meter 6, and 17 is a fresh water storage tank connected via a water supply pipe 18 to supply fresh water to the fresh water storage bin 15. A fresh water chiller 19 is connected to the fresh water storage tank 17 through a water feed pipe 20 and a reflux pipe 21 so that the fresh water is cooled to a predetermined temperature and refluxed. A known chiller 19 is used. Yes. Reference numeral 22 denotes a recovered water storage tank with a stirrer 25 connected through a water supply pipe 23 and a reflux pipe 24 to supply the recovered water storage bottle 16 with recovered water at room temperature as required, and 26 denotes the recovered water storage tank. 22, the recovered water cooling tank 29 with a stirrer 28 for transferring the recovered water at room temperature by the transfer pipe 27 to keep it cooled, and 29 and 30, a certain amount of the cooled recovered water from the recovered water cooling tank 26 A water supply pipe and a recirculation pipe 31 are supplied to a recovery water chiller 31 that circulates the recovery water in the recovery water cooling tank 26 and cools it to a predetermined temperature while the recovery water chiller 31 is ammonia as shown in FIG. A refrigerant chamber 32 enclosing a refrigerant such as carbon dioxide, a recovered water cooling pipe 33 arranged in a meandering manner in the refrigerant chamber 32, and circulating the refrigerant in the refrigerant chamber 32 outward. One cooling refrigerant for cooling pipe 34 allowed to, and the cooling chamber 35 allowed to cool the refrigerant for cooling pipe 34, and is more configuration as the cooling water circulation pipe 36 disposed in the cooling chamber 35. Reference numeral 37 denotes a cooling tower connected to the cooling water circulation pipe 36.

次に、上述の如く構成された実施例による冷却コンクリートの製造について説明する。   Next, manufacture of the cooling concrete by the Example comprised as mentioned above is demonstrated.

先ず、回収水貯溜槽22より回収水を移送パイプ27により順次回収水冷却槽26に移送せしめると共に、移送せしめた回収水を順次循環せしめつつ回収水用チラー31により所定温度に冷却せしめ、回収水冷却槽26内に冷却貯溜せしめる。そして、セメントをセメント貯蔵ビン7に、また、公知の方法により予め冷却せしめた砂利・砂を各々・砂利貯蔵ビン8・砂貯蔵ビン9に貯蔵せしめると共に、清水用チラー19により冷却せしめた冷却清水を練り水の一部として清水貯溜槽17より清水貯蔵ビン15に、また、回収水用チラー31により冷却せしめた冷却回収水を練り水の残部(セメント質量に対するスラッジ固形分率が3%以内)として回収水冷却槽26より回収水貯蔵ビン16に各々供給せしめる。次いで、セメント及び冷却せしめた砂利・砂・清水・回収水を各々セメント計量器3
・砂利計量器4・砂計量器5・水計量器6により計量せしめたのち、ミキサー1に投入せしめ、混練りして冷却コンクリートを製造せしめる。このさい、練り水の一部として使用する回収水は回収水用チラー31により所定温度に冷却せしめられているから、予め冷却せしめた砂利・砂・清水に悪影響を及ぼすことなく冷却コンクリートを確実に製造せしめることが出来るものである。また、練り水の一部として冷却回収水を使用するものであるから生コンクリート工場から排出される産業廃棄物を減少せしめることが出来るのみならず、資源の有効利用を図ることが出来るものである。
First, the recovered water is sequentially transferred from the recovered water storage tank 22 to the recovered water cooling tank 26 by the transfer pipe 27, and is cooled to a predetermined temperature by the recovered water chiller 31 while the recovered recovered water is sequentially circulated. The cooling tank 26 is cooled and stored. Then, the cement is stored in the cement storage bin 7 and the gravel and sand previously cooled by a known method are stored in the gravel storage bin 8 and the sand storage bin 9 respectively, and the cooled fresh water cooled by the chiller 19 for fresh water. As a part of the kneaded water, from the fresh water storage tank 17 to the fresh water storage bottle 15, and the cooling recovered water cooled by the recovered water chiller 31 is the rest of the kneaded water (sludge solid content ratio within 3% of cement mass) Are respectively supplied from the recovered water cooling tank 26 to the recovered water storage bin 16. Next, cement and chilled gravel, sand, fresh water, and recovered water are sent to the cement meter 3 respectively.
After weighing with the gravel meter 4, sand meter 5, and water meter 6, put into the mixer 1 and knead to produce cooled concrete. At this time, since the recovered water used as a part of the kneaded water is cooled to a predetermined temperature by the recovered water chiller 31, it is possible to ensure that the cooled concrete is not adversely affected to the precooled gravel, sand and fresh water. It can be manufactured. Moreover, since the cooling and recovery water is used as a part of the kneading water, not only the industrial waste discharged from the ready-mixed concrete factory can be reduced, but also the effective use of resources can be achieved. .

製造せしめた冷却コンクリートはミキサ−1よりコンクリートホッパー2を介して排出し、アジテーター車に積載せしめる。   The produced cooling concrete is discharged from the mixer 1 through the concrete hopper 2 and loaded on the agitator vehicle.

なお、上記実施例において、練り水の一部として冷却清水を使用すると共に、残部として冷却回収水を使用するものとされているが、必要に応じて冷却回収水を全量練り水として使用してもよいものである。また、清水・砂利・砂は予め所定温度に冷却せしめるものとされているが、これに限定されるものでなく、外気温に応じて所要のコンクリート材料のみを冷却使用せしめ、あるいは、予めコンクリート材料を冷却せしめることなく冷却回収水のみで冷却して冷却コンクリ−トを生成せしめてもよいものである。さらに、実施例は、冷却コンクリートの製造のみならず、必要に応じて適宜通常のコンクリートの製造にも適用せしめることが出来るものである。   In the above embodiment, the cooling fresh water is used as a part of the kneading water and the cooling recovery water is used as the balance, but the cooling recovery water is used as the kneading water as a whole if necessary. Is also good. In addition, fresh water, gravel and sand are supposed to be cooled to a predetermined temperature in advance. However, the present invention is not limited to this. The cooling concrete may be generated by cooling only with the cooling and recovery water without cooling. Furthermore, the embodiment can be applied not only to the production of cooled concrete but also to the production of ordinary concrete as needed.

本発明の一実施例を示す模式図である。It is a schematic diagram which shows one Example of this invention. 実施例の回収水用チラー31を示す概略図である。It is the schematic which shows the chiller 31 for recovered water of an Example.

1 ミキサ−
6 水計量器
17 清水貯溜槽
18 送水パイプ
19 清水用チラ−
22 回収水貯溜槽
23 送水パイプ
24 還流パイプ
26 回収水冷却槽
29 送水パイプ
30 還流パイプ
31 回収水用チラー
1 Mixer
6 Water meter
17 Shimizu reservoir
18 water pipe
19 Chiller for Shimizu
22 recovered water storage tank
23 water pipe
24 reflux pipe 26 recovered water cooling tank
29 water pipe
30 reflux pipe 31 Chiller for recovered water

Claims (2)

冷却コンクリート製造装置を構成する水計量器に回収水を供給せしめるべく回収水貯溜槽が配設されると共に、同水計量器に冷却回収水を供給せしめるべく回収水冷却槽が配設され、該回収水冷却槽には回収水を所定温度に冷却せしめるチラーが付設されてなることを特徴とする、冷却コンクリートの製造装置。 A recovered water storage tank is provided to supply the recovered water to the water meter constituting the cooling concrete manufacturing apparatus, and a recovered water cooling tank is provided to supply the recovered water to the water meter. An apparatus for producing cooled concrete, wherein the recovered water cooling tank is provided with a chiller for cooling the recovered water to a predetermined temperature. 水計量器に冷却清水を供給せしめるべく清水貯溜槽が配設されると共に、該清水貯溜槽には清水を所定温度に冷却せしめるチラ−が付設されてなることを特徴とする、請求項1記載の冷却コンクリ−トの製造装置。 2. A fresh water storage tank is provided to supply cooling water to the water meter, and a chiller for cooling the fresh water to a predetermined temperature is attached to the fresh water storage tank. cooling concrete - DOO manufacturing apparatus.
JP2004102406A 2004-03-31 2004-03-31 Cooling concrete production equipment Expired - Lifetime JP4583792B2 (en)

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JP2006272908A (en) * 2005-03-30 2006-10-12 Nikko Co Ltd Cooling system for recovered water from ready-mixed concrete
JP2009096039A (en) * 2007-10-16 2009-05-07 Ube Ind Ltd Construction method and structure of hydraulic mortar
JP2015136860A (en) * 2014-01-22 2015-07-30 株式会社大林組 fine aggregate cooling system and fine aggregate cooling method
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