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JPS5914426B2 - Curing method for concrete molded bodies - Google Patents
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JPS5914426B2 - Curing method for concrete molded bodies - Google Patents

Curing method for concrete molded bodies

Info

Publication number
JPS5914426B2
JPS5914426B2 JP9357280A JP9357280A JPS5914426B2 JP S5914426 B2 JPS5914426 B2 JP S5914426B2 JP 9357280 A JP9357280 A JP 9357280A JP 9357280 A JP9357280 A JP 9357280A JP S5914426 B2 JPS5914426 B2 JP S5914426B2
Authority
JP
Japan
Prior art keywords
molded body
concrete molded
concrete
curing
heat
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
JP9357280A
Other languages
Japanese (ja)
Other versions
JPS5722189A (en
Inventor
悦雄 小林
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.)
Chubu Kurieeto Kogyo Kk
Original Assignee
Chubu Kurieeto Kogyo Kk
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 Chubu Kurieeto Kogyo Kk filed Critical Chubu Kurieeto Kogyo Kk
Priority to JP9357280A priority Critical patent/JPS5914426B2/en
Publication of JPS5722189A publication Critical patent/JPS5722189A/en
Publication of JPS5914426B2 publication Critical patent/JPS5914426B2/en
Expired legal-status Critical Current

Links

Landscapes

  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Description

【発明の詳細な説明】 本発明はコンクリート成形体の養生方法に関するもので
ある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for curing concrete molded bodies.

コンクリート成形体の養生方法の1つとして蒸気養生法
が知られている。
Steam curing is known as one of the curing methods for concrete compacts.

これは、過熱蒸気によってコンクリート表面に結露を生
じさせ、これにより発生する潜熱でコンクリートを表面
から加熱し、コンクリート内部と表面との間の温度勾配
により内部加温を行なうものである。
This method uses superheated steam to cause dew condensation on the concrete surface, and uses the generated latent heat to heat the concrete from the surface, and internally heats the concrete by creating a temperature gradient between the inside of the concrete and the surface.

一般にコンクリートは一定のヌケジュールに従って養生
するのが普通であり、このスケジュールは前養生工程、
昇温工程、定温工程および降温工程を含んでいる。
Generally, concrete is cured according to a certain schedule, and this schedule includes the pre-curing process,
It includes a temperature raising step, a constant temperature step, and a temperature lowering step.

そのうち、前養生工程以外の各工程は次のような難点を
伴なう。
Among these, each process other than the pre-curing process has the following difficulties.

(1)蒸気養生法では過熱空気の潜熱を利用するため、
コンクリートの全表面に熱を一様に供給することが困難
である。
(1) Since the steam curing method uses the latent heat of superheated air,
It is difficult to uniformly supply heat to the entire surface of the concrete.

さらにコンクリートは熱伝導率が小さく、内部で熱を等
力的に拡散させることができない。
Furthermore, concrete has a low thermal conductivity and cannot diffuse heat evenly within it.

(2)このため昇温工程で過度の高温過熱蒸気を供給す
るとコンクリート表面が局所的に加熱されることになる
(2) For this reason, if excessively high temperature superheated steam is supplied in the temperature raising process, the concrete surface will be locally heated.

その結果、コンクリート表面と内部でのセメント水利速
度が異なり、いわゆる膨固を生じるため品質が低下する
As a result, the cement water utilization rate differs between the surface and inside of the concrete, causing so-called swelling and deterioration of quality.

(3)定温工程では水和を熟成させるため、過度の熱供
給は有害である。
(3) Excessive heat supply is harmful in the constant temperature process to ripen hydration.

すなわち、この工程ではコンクリートが自己発熱してい
るので蒸気のような立上り速度の高い熱供給は不要であ
り、コンクリートを定温に保持するだけで良い。
That is, in this process, since the concrete self-generates heat, there is no need to supply heat with a high rise rate such as steam, and it is sufficient to simply maintain the concrete at a constant temperature.

しかし、蒸気は多量の熱エネルギを放出するため、温度
制御が困難である。
However, steam releases a large amount of thermal energy, making temperature control difficult.

(4)降温工程においては蒸気の供給をしゃ断するが、
急激な熱入力の変化はコンクリート内部に熱応力を生じ
る。
(4) In the temperature-lowering process, the steam supply is cut off, but
Sudden changes in heat input create thermal stresses inside the concrete.

さらに、コンクリート表面からの水分の蒸発量を増加さ
せるため、表面劣化を生じる。
Furthermore, since the amount of water evaporation from the concrete surface increases, surface deterioration occurs.

以上のような難点がある反面で、蒸気養生法では入力熱
が犬であるために水利生成物が一般に大きな結晶となり
、反応速度が高まるので初期強度を出すことができるが
、最終強度は低い。
On the other hand, although there are the above-mentioned drawbacks, in the steam curing method, since the input heat is small, the water-use products generally form large crystals, which increases the reaction rate and can provide initial strength, but the final strength is low.

これに対して、養生を小入力熱下で行なう場合には生成
物が一般にゆっくり成長して緻密な形態をとるので反応
速度が低く、したがって初期強度は期待できないが、生
成物が繊維状にからみ合うので最終強度は高い。
On the other hand, when curing is carried out under a small heat input, the reaction rate is low because the product generally grows slowly and takes a dense form, so initial strength cannot be expected, but the product becomes entangled in a fibrous form. Because they fit together, the final strength is high.

本発明の目的は、前述した蒸気養生法の欠点を解決し、
大入力熱の場合の利点と小入力熱の場合の利点を兼備し
た新規な養生方法を提案することである。
The purpose of the present invention is to solve the above-mentioned drawbacks of steam curing method,
The purpose of this study is to propose a new curing method that combines the advantages of large heat input and small heat input.

そのために本発明においては、養生室内に温水または冷
水の流下膜を形成し、この流下膜により発生した水蒸気
物質移動および輻射エネルギーによりコンクリート成形
体を養生させる。
To this end, in the present invention, a falling film of hot or cold water is formed in the curing chamber, and the concrete molded body is cured by the water vapor mass transfer and radiant energy generated by this falling film.

これにより初期強度および最終強度の両者を十分に高め
ることができ、優れた品質の製品を得ることが可能とな
る。
This makes it possible to sufficiently increase both the initial strength and the final strength, making it possible to obtain a product of excellent quality.

以下、本発明を図示の実施例について説明する。Hereinafter, the present invention will be described with reference to illustrated embodiments.

第1図に示す実施例では断熱された密閉養生室1の上部
に配管2を配置し、配管2の管壁から養生室の内壁上部
に向けて温水または冷水を噴出させて養生室内壁のほぼ
全面に沿い温水または冷水の流下膜3を形成する。
In the embodiment shown in FIG. 1, a pipe 2 is arranged at the upper part of an insulated closed curing chamber 1, and hot or cold water is jetted from the pipe wall of the pipe 2 toward the upper part of the inner wall of the curing chamber, so that almost all the walls of the curing chamber are covered with water. A falling film 3 of hot or cold water is formed along the entire surface.

その温水または冷水は内壁の下部に設けた受け4に集め
て外部に排出する。
The hot or cold water is collected in a receiver 4 provided at the bottom of the inner wall and discharged to the outside.

養生室1内に置かれたコンクリート成形体5は、流下膜
3からの水蒸気の物質移動と、養生室内壁との間の熱輻
射とによって連続的に加温または冷却されて養生される
The concrete formed body 5 placed in the curing chamber 1 is continuously heated or cooled and cured by mass transfer of water vapor from the falling film 3 and heat radiation between it and the wall of the curing chamber.

すなわち昇温工程および定温工程においては太陽熱、地
熱または排水を利用して30°C〜90℃まで温めた温
水を配管2に流し、養生室1の内壁に沿う温水の流下膜
3により養生室内壁を加温し、その内壁からコンクリー
ト成形体5に向けて熱輻射を生じさせる。
That is, in the temperature raising process and the temperature constant process, hot water heated to 30°C to 90°C using solar heat, geothermal heat, or waste water is poured into the pipe 2, and the falling film 3 of the hot water along the inner wall of the curing chamber 1 covers the inner wall of the curing chamber. is heated and heat radiation is generated from its inner wall toward the concrete molded body 5.

また降温工程においては5℃〜20℃の地下水または表
流水を配管2に流し、その流下膜により養生室内壁を冷
却し、コンクリート成形体5から内壁に向けて熱を輻射
させることができる。
In the temperature lowering step, groundwater or surface water at 5° C. to 20° C. is allowed to flow through the piping 2, and its falling film cools the walls of the curing chamber, allowing heat to be radiated from the concrete molded body 5 toward the inner wall.

なお、養生室の内壁面に酸化剤を主体とする塗膜または
酸化物もしくはセラミックスよりなる皮膜を形成して輻
射率を高めるのが望ましい。
Note that it is desirable to increase the emissivity by forming a coating mainly containing an oxidizing agent or a coating made of oxide or ceramics on the inner wall surface of the curing chamber.

養生室内の水蒸気圧または輻射温度はコンクリート成形
体の仕込量に応じて変化させるのが望ましい。
It is desirable to change the water vapor pressure or radiant temperature in the curing chamber depending on the amount of concrete moldings to be charged.

そのため、配管2の温水または冷水を噴出する管壁の長
さを適当な制御装置によって増減させることができる。
Therefore, the length of the pipe wall of the pipe 2 through which hot water or cold water is spouted can be increased or decreased by an appropriate control device.

すなわち、所要に応じて配管2の全長にわたり温水また
は冷水を噴出させ、また場合によっては配管2の半分の
長さにわたってのみ温水または冷水を噴出させるように
する。
That is, hot water or cold water is spouted over the entire length of the pipe 2 as required, or hot water or cold water is spouted over only half the length of the pipe 2 as the case may be.

これにより流下膜3に接する内壁の面積が調整され所望
の水蒸気圧または輻射温度を得ることができる。
Thereby, the area of the inner wall in contact with the falling film 3 is adjusted, and a desired water vapor pressure or radiant temperature can be obtained.

第2図に示す実施例では養生室1内でその内壁のほぼ全
面に沿ってコンクリートブロック等の蓄熱体6を設け、
蓄熱体6の上部に配管2を、下部に受け4を配置して流
下膜3を蓄熱体6の表面に沿って形成させる。
In the embodiment shown in FIG. 2, a heat storage body 6 such as a concrete block is provided along almost the entire inner wall of the curing chamber 1.
A falling film 3 is formed along the surface of the heat storage body 6 by arranging a pipe 2 at the upper part of the heat storage body 6 and a receiver 4 at the bottom thereof.

配管2に流す温水の熱源として例えば太陽熱を利用する
場合、夏期には入力熱量が過大となる傾向があるが、本
実施例におけるように蓄熱体6を設けておけば、余分な
熱量は蓄熱体内に蓄積しておき、所要の熱量のみをコン
クリート成形体5に向けて輻射することができる。
For example, when solar heat is used as a heat source for hot water flowing into the piping 2, the amount of input heat tends to be excessive in summer, but if the heat storage body 6 is provided as in this embodiment, the excess heat can be absorbed into the heat storage body. It is possible to accumulate only the required amount of heat and radiate only the required amount of heat toward the concrete molded body 5.

なお蓄熱体6は養生室1の外部に設けても良い。Note that the heat storage body 6 may be provided outside the curing chamber 1.

本発明によれば、コンクリート成形体の養生に必要な熱
エネルギーを養生室1内に形成した流下膜3によって得
ることができるので、入力熱量の制御が非常に容易であ
る。
According to the present invention, the heat energy necessary for curing the concrete molded body can be obtained by the falling film 3 formed in the curing chamber 1, so the input heat amount can be controlled very easily.

そのため、例えば昇温工程においては入力熱量を大きく
設定して十分な初期強度を発現させ、定温工程および降
温工程においては入力熱量を小さく設定して十分な最終
強度を得るよう制御することができる。
Therefore, for example, in the temperature raising step, the input heat amount can be set large to develop sufficient initial strength, and in the temperature constant step and the temperature cooling step, the input heat amount can be set small to obtain sufficient final strength.

また降温工程においては所要に応じて冷水の流下膜を形
成して成形体を積極的に冷却することもできる。
In addition, in the temperature lowering step, a falling film of cold water may be formed as required to actively cool the molded body.

このような優れた作用効果は本発明におけるように流下
膜からの水蒸気の物質移動および流下膜に接する養生室
内の表面とコンクリート成形体との間の熱輻射によって
養生を行なわせることにより始めて達成することが可能
となる。
Such excellent effects can only be achieved by curing by mass transfer of water vapor from the falling film and heat radiation between the surface of the curing chamber in contact with the falling film and the concrete formed body, as in the present invention. becomes possible.

すなわち、かかる条封子では入力熱量の制御に際して温
度変化の立上り特性を十分に高めることができるからで
ある。
That is, this is because such a strip seal can sufficiently improve the rise characteristics of temperature change when controlling the amount of input heat.

本発明の他の利点は、特に熱源として低温熱源を利用す
ることができ、省エネルギ化がはかれることである。
Another advantage of the present invention is that, in particular, a low temperature heat source can be used as the heat source, resulting in energy savings.

以上のとおり本発明によれば、優れた品質の製品を得る
ことのできる経済的で構成の簡単な養生装置を提供する
ことができる。
As described above, according to the present invention, it is possible to provide a curing device that is economical and has a simple structure and can produce products of excellent quality.

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

第1図ないし第2図はいずれも本発明の実施例を示す線
図である。 1・・・・・・養生室、2・・・・・・配管、3・・・
・・・流下膜、4・・・・・・受け、5・・・・・・コ
ンクリート成形体、6・・・・・・蓄熱体。
1 and 2 are diagrams showing embodiments of the present invention. 1...Curing room, 2...Piping, 3...
... Falling film, 4 ... Receptacle, 5 ... Concrete molded body, 6 ... Heat storage body.

Claims (1)

【特許請求の範囲】[Claims] 1 断熱された密閉養生室の垂直な内面の上部に沿って
配管が設けられ、その配管の管壁から養生室の前記内面
に向けて温水または冷水を噴出させて前記内面に沿う温
水または冷水の流下膜を形成する養生装置を用い、前記
配管の管壁から温水を噴出させることにより前記養生室
用に置かれたコンクリート成形体を加温する昇温工程と
、前記配管の管壁から温水を噴出させることにより前記
コンクリート成形体を一定温度に保持する定温工程と、
前記配管の管壁から冷水を噴出させることにより前記コ
ンクリート成形体を冷却する降温工程とよりなり、前記
各工程で温水または冷水の流下膜から生じる水蒸気の物
質移動と、前記コンクリート成形体および前記内面の間
で生じる熱輻射とにより前記コンクリート成形体を連続
的に加温または冷却して養生させることを特徴とするコ
ンクリート成形体の養生方法。
1 Piping is provided along the upper part of the vertical inner surface of the insulated sealed curing chamber, and hot or cold water is jetted from the pipe wall of the piping toward the inner surface of the curing chamber to generate hot or cold water along the inner surface. a temperature raising step of heating the concrete molded body placed for the curing chamber by spouting hot water from the pipe wall of the pipe using a curing device that forms a falling film; a constant temperature step of maintaining the concrete molded body at a constant temperature by ejecting;
The concrete molded body is cooled by cooling the concrete molded body by spouting cold water from the pipe wall of the piping, and the mass transfer of water vapor generated from a falling film of hot water or cold water in each of the above steps and the concrete molded body and the inner surface are performed. A method for curing a concrete molded body, comprising curing the concrete molded body by continuously heating or cooling the concrete molded body by heat radiation generated between the concrete bodies.
JP9357280A 1980-07-09 1980-07-09 Curing method for concrete molded bodies Expired JPS5914426B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9357280A JPS5914426B2 (en) 1980-07-09 1980-07-09 Curing method for concrete molded bodies

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9357280A JPS5914426B2 (en) 1980-07-09 1980-07-09 Curing method for concrete molded bodies

Publications (2)

Publication Number Publication Date
JPS5722189A JPS5722189A (en) 1982-02-05
JPS5914426B2 true JPS5914426B2 (en) 1984-04-04

Family

ID=14085964

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9357280A Expired JPS5914426B2 (en) 1980-07-09 1980-07-09 Curing method for concrete molded bodies

Country Status (1)

Country Link
JP (1) JPS5914426B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61133724A (en) * 1984-12-03 1986-06-21 Nec Corp Semiconductor integrated circuit

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS623085A (en) * 1985-06-25 1987-01-09 松下電工株式会社 Method of curing hydraulic cement board
JP6887626B2 (en) * 2017-02-23 2021-06-16 テクノプロ株式会社 Concrete curing method and curing equipment

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61133724A (en) * 1984-12-03 1986-06-21 Nec Corp Semiconductor integrated circuit

Also Published As

Publication number Publication date
JPS5722189A (en) 1982-02-05

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