JP2515895B2 - Curing method for housing foundation concrete - Google Patents

Curing method for housing foundation concrete

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Publication number
JP2515895B2
JP2515895B2 JP1289327A JP28932789A JP2515895B2 JP 2515895 B2 JP2515895 B2 JP 2515895B2 JP 1289327 A JP1289327 A JP 1289327A JP 28932789 A JP28932789 A JP 28932789A JP 2515895 B2 JP2515895 B2 JP 2515895B2
Authority
JP
Japan
Prior art keywords
curing
concrete
formwork
temperature
house
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 - Fee Related
Application number
JP1289327A
Other languages
Japanese (ja)
Other versions
JPH03151462A (en
Inventor
弘雄 西島
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes Co Ltd
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Filing date
Publication date
Application filed by Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP1289327A priority Critical patent/JP2515895B2/en
Publication of JPH03151462A publication Critical patent/JPH03151462A/en
Application granted granted Critical
Publication of JP2515895B2 publication Critical patent/JP2515895B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】 [産業上の利用分野] この発明は、住宅の基礎を構築する際のコンクリート
の養生方法に関し、施工現場での養生を可能にするとと
もに、養生時間の短縮化、コンクリートの増強を図った
ものである。
Description: TECHNICAL FIELD The present invention relates to a method for curing concrete when constructing a foundation of a house, which enables curing at a construction site, shortens curing time, and concrete. It is intended to strengthen the.

[従来の技術] 従来より、コンクリートの養生方法には、型枠内に打
設したコンクリートを自然養生する方法、あるいは型枠
内に打設したコンクリートをオートクレーブ内などに入
れ、これに蒸気を導入して加熱養生する方法などがあ
る。
[Prior Art] Conventionally, as a concrete curing method, a method of naturally curing concrete placed in a mold or a concrete placed in a mold is put into an autoclave or the like, and steam is introduced into the concrete. Then there is a method of heating and curing.

後者の方法は、型枠の回転を早め、生産性を向上させ
るために行なわれる方法であり、工場内で、予め設定さ
れた規格に基いてコンクリート製品を得るために行なわ
れている。
The latter method is a method performed to accelerate the rotation of the mold and improve productivity, and is performed in a factory to obtain a concrete product based on preset standards.

ところで住宅の基礎を構築する場合には、施工現場で
のコンクリートの養生が必要とされ、専ら前者の方法が
採用されている。
By the way, when constructing the foundation of a house, it is necessary to cure concrete at the construction site, and the former method is exclusively used.

具体的には従来、施工現場で根切穴を形成してこの根
切穴に型枠を設置し、型枠内にコンクリートを打設した
後、所定時間自然養生を行ってコンクリートを硬化さ
せ、硬化後に型枠を外すことによって、住宅の基礎を構
築している。
Specifically, conventionally, a root cutting hole was formed at the construction site, a mold was installed in this root cutting hole, after concrete was placed in the mold, natural curing was performed for a predetermined time to cure the concrete, The foundation of the house is constructed by removing the formwork after curing.

[発明が解決しようとする課題] ところが、このように施工現場における従来のコンク
リートの養生作業には、常温でも約3日間と非常に長い
養生期間を必要とし、またこの期間中、型枠が使われて
いることとなり、型枠の回転が非常に悪く非能率的であ
るという問題があった。またさらに低温条件下では養生
時間が一層長くなり、したがって寒冷地方での作業や、
冬場や朝晩の作業は非常に能率が悪く、そのため施工現
場の環境(地域や時節等)に応じて、その都度養生の条
件を変えなくてはならないなどの問題もあった。
[Problems to be Solved by the Invention] However, the conventional concrete curing work at the construction site requires a very long curing period of about 3 days even at room temperature, and the formwork is used during this period. Therefore, there was a problem that the rotation of the formwork was very bad and inefficient. Also, under low temperature conditions, the curing time will be longer, so when working in cold regions,
The work in winter and morning and evening is very inefficient, so that there is a problem that the condition of curing must be changed each time according to the environment of the construction site (region, time, etc.).

この発明は、上記事情に鑑みてなされたものであっ
て、施工現場で実施でき、しかも環境(地域や時節等)
によらずに短期間で能率良くコンクリートの養生を行う
ことができる住宅基礎用コンクリートの養生方法を提供
することを目的としている。
The present invention has been made in view of the above circumstances, and can be implemented at a construction site, and the environment (region, time, etc.)
It is an object of the present invention to provide a method for curing concrete for a house foundation, which can efficiently perform concrete curing in a short period of time regardless of the above.

[課題を解決するための手段] この発明は、型枠を設置し該型枠内にコンクリートを
打設した後、該型枠の外側に配置されたスチーム発生装
置から延びる導管を、型枠の内面に沿って周回させ、次
いで型枠全体を養生シートで覆って養生ハウスを形成
し、上記スチーム発生装置により発生したスチームを上
記導管を通して該養生ハウス内に送り込み、該養生ハウ
ス内の温度をほぼ一定に調整しつつ所定時間持続させ、
前記コンクリートを養生硬化せしめることを解決手段と
した。
[Means for Solving the Problem] The present invention is to install a formwork, place concrete in the formwork, and then install a conduit extending from a steam generator disposed outside the formwork of the formwork. Circulate along the inner surface, then cover the entire formwork with a curing sheet to form a curing house, send the steam generated by the steam generation device into the curing house through the conduit, and keep the temperature in the curing house approximately Adjust for a certain period and continue for a predetermined time,
The solution was to cure and cure the concrete.

[作用] この発明の住宅基礎用コンクリートの養生方法によれ
ば、型枠内にコンクリートを打設した後、スチーム発生
装置から延びる導管を、型枠の内面に沿って周回させ、
次いで型枠全体を養生シートで覆って養生ハウスを形成
することにより、施工現場においても蒸気養生空間を形
成することができるので、簡便な方法によりコンクリー
トの蒸気養生を行うことができ、養生期間も大幅に短縮
化できるようになる。またスチーム発生装置により発生
したスチームを上記導管を通して該養生ハウス内に送り
込み、該養生ハウス内の温度をほぼ一定に調整しつつ所
定時間持続させることにより、導管内を通るスチームの
熱により該養生ハウス内が均一に加熱され、該養生ハウ
ス内の温度分布が均一になり、コンクリートの養生硬化
が均一に行われる。
[Operation] According to the method for curing concrete for a housing foundation of the present invention, after concrete is placed in the formwork, the conduit extending from the steam generator is circulated along the inner surface of the formwork,
Next, by covering the entire formwork with a curing sheet to form a curing house, it is possible to form a steam curing space even at the construction site, so it is possible to perform steam curing of concrete by a simple method, and also during the curing period. It can be shortened significantly. Further, the steam generated by the steam generator is sent into the curing house through the conduit, and the temperature in the curing house is kept substantially constant for a predetermined time, so that the heat of the steam passing through the conduit causes the curing house. The inside is uniformly heated, the temperature distribution inside the curing house becomes uniform, and the curing and hardening of concrete is uniformly performed.

[実施例] 以下、この発明の住宅基礎用コンクリートの養生方法
の一実施例を、第1図ないし第3図を参照して、工程順
に詳しく説明する。
[Embodiment] An embodiment of a method for curing a concrete for a house foundation according to the present invention will be described in detail in the order of steps with reference to FIGS. 1 to 3.

1.根切り工程 まず、施工現場の基礎を建てる所望の位置を深く掘っ
て根切穴1を形成する。
1. Root cutting process First, the root cutting hole 1 is formed by deeply digging a desired position where the foundation of the construction site is built.

2.型枠の設置工程 根切穴1の中に栗石、割石等2を配して根切穴1の底
面を固定し、この上に布基礎用の型枠3…を設置する。
本実施例では、基礎のフーチング部と柱脚部とをそれぞ
れ別々に型枠成形する工程を採り、まず平板状の型枠を
組んでコンクリートを打設しフーチング部4aを成形した
後、第2図に示すように、このフーチング部4aの上に柱
脚部4b用の型枠3…を設置する。またここで、型枠3…
としては、型枠を組んだ時に基礎のフーチング部4aと柱
脚部4bとをそれぞれ一体成形できる構成のものを用いる
ことももちろん可能である。
2. Formwork installation process Place 2 stones, rubble, etc. in the root cutting hole 1 to fix the bottom surface of the root cutting hole 1, and then install the formwork 3 for the cloth foundation.
In the present embodiment, a step of forming the footing portion of the foundation and the column base portion separately is adopted. First, a flat plate-shaped frame is assembled and concrete is placed to form the footing portion 4a, and then the second portion is formed. As shown in the figure, the formwork 3 for the column base portion 4b is installed on the footing portion 4a. Also here, the formwork 3 ...
As the above, it is of course possible to use a structure in which the foundation footing portion 4a and the column base portion 4b can be integrally molded when the mold is assembled.

3.コンクリートの打設工程 型枠3内に、コンクリート4を流し込む。コンクリー
ト4が未硬化のうちに、必要に応じて、型枠3…の上側
からコンクリート4内の所定の位置に、アンカーボルト
10等を立てる。
3. Concrete pouring process Concrete 4 is poured into the formwork 3. While the concrete 4 is still uncured, anchor bolts may be placed at predetermined positions in the concrete 4 from above the formwork 3 ...
Set 10 mag.

4.コンクリートの蒸気養生工程 (スチーム用導管の配設) コンクリートの蒸気養生にあたって、まず第1図に示
すように組んだ型枠3…の近傍にスチーム発生装置7を
配置する。スチーム発生装置7には可橈性のホースを接
続して、このスチーム発生装置7により発生したスチー
ムを送るための導管8を形成する。この導管8を上記型
枠3…の内側に沿って型枠3…を取巻くように周回さ
せ、さらにその先端部を養生ハウスの内部に向けて配設
する。型枠3…と交差する箇所においては、導管8が型
枠3…を乗り越えるべくアーチ状に配設すればよい。こ
のように導管8を配設することによって、後の養生工程
において、導管8内を通るスチームの熱により養生ハウ
ス6(後述)内が効率良く均一に加熱され、局所的に加
熱されたり加熱されなかったりという温度分布の発生が
防止される。
4. Concrete Steam Curing Process (Arrangement of Steam Conduit) In concrete steam curing, the steam generator 7 is first arranged near the formwork 3 ... Assembled as shown in FIG. A flexible hose is connected to the steam generator 7 to form a conduit 8 for sending the steam generated by the steam generator 7. The conduit 8 is circulated along the inside of the molds 3 so as to surround the molds 3 and the tip end thereof is arranged so as to face the inside of the curing house. At the location where it intersects with the molds 3 ..., the conduit 8 may be arranged in an arch shape so as to get over the molds 3. By arranging the conduits 8 in this way, in the subsequent curing step, the heat of the steam passing through the conduits 8 efficiently and uniformly heats the inside of the curing house 6 (described later) to locally heat or heat the curing house 6. The occurrence of a temperature distribution that is not present is prevented.

(養生ハウスの形成) 第1図に示すように、戸建住宅の型枠全体に、この型
枠全体を覆う大きさの養生シート5を被せて養生ハウス
6を形成する。養成シート5には、ポリエチレン等のプ
ラスチック製シートなどが好適に用いられるが、断熱性
を有しかつ型枠全体を覆うことができる程度の可橈性と
大きさを有するものであれば、これ以外のものを使用す
ることもできる。
(Formation of Curing House) As shown in FIG. 1, a curing house 6 is formed by covering the entire formwork of a detached house with a curing sheet 5 of a size that covers the entire formwork. As the training sheet 5, a plastic sheet such as polyethylene is preferably used, but as long as it has heat insulating properties and is flexible and large enough to cover the entire mold, this Other than can be used.

(昇温) スチーム発生装置7の電源を入れスチームを発生させ
て導管8内に供給し、導管8を通してその先端部から養
生ハウス6内へ送り出す。この時、スチームを発生させ
る温度とスチーム供給量等によって、養生ハウス6内の
温度上昇率(昇温速度)を調整する。昇温速度は、コン
クリート4内部の空気や水の急激な膨張が起こらずコン
クリート4の強度低下を招かない程度であれば特に限定
されない。
(Temperature increase) The steam generator 7 is turned on to generate steam, which is supplied into the conduit 8, and is sent out from the tip portion thereof into the curing house 6 through the conduit 8. At this time, the temperature rise rate (temperature rising rate) in the curing house 6 is adjusted by the temperature at which steam is generated, the steam supply amount, and the like. The temperature rising rate is not particularly limited as long as the air or water inside the concrete 4 does not expand rapidly and the strength of the concrete 4 is not reduced.

(蒸気養生) 養生ハウス6内温度が上限設定温度に達したら、スチ
ーム供給量等の条件を変化させて、養生ハウス内温度が
ほぼ一定となるようにして調整し、この温度を所定時間
持続させて、コンクリート4の養生を行う。上限設定温
度は通常60〜70℃程度、ぞの持続時間は3〜4時間程度
がよいとされるが、コンクリート4の養生硬化が十分に
進行し、しかも養生後得られるコンクリート基礎体の各
物性(強度、伸び、乾燥収縮等)が十分満足できるもの
となるような条件であれば、これ以外であってもかまわ
ない。また上限温度を2通りに設定して、所定時間後に
条件を変え、2段階の養生を行うこともできる。
(Steam curing) When the temperature inside the curing house 6 reaches the upper limit set temperature, the conditions such as the steam supply amount are changed to adjust the temperature inside the curing house to be almost constant, and this temperature is maintained for a predetermined time. Then, the concrete 4 is cured. It is said that the upper limit set temperature is usually about 60 to 70 ° C, and the duration of each is about 3 to 4 hours, but the curing and hardening of concrete 4 is sufficiently advanced, and each physical property of the concrete foundation obtained after curing is good. Other conditions may be used as long as the conditions (strength, elongation, drying shrinkage, etc.) are sufficiently satisfied. It is also possible to set the upper limit temperature in two ways and change the condition after a predetermined time to perform two-stage curing.

(降温) スチームの供給を停止し、温度を降下させる。降温
は、自然降温でも強制降温でもよいが、急激な温度差に
よるコンクリート4のひび割れ等が発生しない程度の降
温速度となるような条件で行う。
(Cooling down) Stop the steam supply and lower the temperature. The temperature may be lowered naturally or forcibly, but the conditions are such that the rate of temperature reduction is such that cracking of the concrete 4 due to a sudden temperature difference does not occur.

(養生シートの除去) 養生ハウス6内温度が常温程度にまで降下したら、養
生シート5を取り除く。
(Removal of Curing Sheet) When the temperature inside the curing house 6 drops to about room temperature, the curing sheet 5 is removed.

5.脱型枠工程 コンクリート4が硬化したことを確認後、型枠3…を
外す。
5. Demolding process After confirming that the concrete 4 has hardened, remove the molds 3 ...

このような方法によれば、住宅の基礎を構築するに際
し、施工現場において簡単にコンクリート4の蒸気養生
を実施することができ、養生時間の大幅な短縮化、型枠
3…の回転効率の向上が可能になるとともに、得られた
コンクリート基礎体も十分に高い強度を有し、優れた養
生効果を発揮できる。
According to such a method, when constructing the foundation of the house, the steam curing of the concrete 4 can be easily carried out at the construction site, the curing time is greatly shortened, and the rotation efficiency of the formwork 3 ... Is improved. In addition to the above, the obtained concrete foundation also has sufficiently high strength and can exhibit an excellent curing effect.

尚、本実施例では、スチーム発生装置7からの導管8
を型枠3…の内側に入れた後、型枠全体を養生シート5
で覆った例について述べたが、例えば蒸気養生すべき基
礎(型枠全体)の大きさが小さい場合などには、先に養
生シート5を型枠3…の上に被せて養生ハウス6を形成
し、この後養生ハウス6内に導管8を入れてスチームを
供給するようにしてもよい。
In this embodiment, the conduit 8 from the steam generator 7
After putting the inside of the mold 3 ...
Although the example covered with the above is described, for example, when the size of the foundation to be steam-cured (the entire form) is small, the curing sheet 5 is first covered on the form 3 to form the curing house 6. However, after this, the conduit 8 may be put in the curing house 6 to supply the steam.

[実施例] 以上述べた住宅基礎用コンクリートの養生方法につい
て、戸建住宅の布基礎を蒸気養生し、基礎コンクリート
打設から建方開始までの時間を年間を通して一定時間内
(24時間以内)に完了できることの確認を行った。
[Example] Regarding the method for curing concrete for a housing foundation described above, the cloth foundation of a detached house is steam-cured, and the time from placing concrete foundation to starting erection is within a fixed time (within 24 hours) throughout the year. We confirmed that it could be completed.

まず実際の施工現場において、基礎を構築する場所に
根切穴をあけ、その中に栗石を敷いて根切穴の底面を固
め、その上に布基礎の型枠を設置し、この型枠内にコン
クリートを打設した(第4図参照)。
First, at the actual construction site, make a root cutting hole in the place where the foundation is to be built, lay a cobblestone in it to harden the bottom of the root cutting hole, install the cloth foundation formwork on it, and in this formwork Concrete was placed on the ground (see Fig. 4).

型枠の全体を養生シートで覆い、養生ハウスを形成し
た。養生シートには、80m四方の大きさの市販のブルー
シートを用いた。養生ハウスの近傍には、スチーム発生
装置を配し、このスチーム発生装置から延びる導管を養
生ハウス内に引込んで養生ハウスの内部を取巻き、さら
にその先端部が養生ハウス内部へ向くように配設した。
スチーム発生装置には、スーパーレイテントヒータLHO
−125型を用い、この装置から延びる導管には、径220m
m,長さ30mの可橈性ジャバラホースを用いた。
The entire formwork was covered with a curing sheet to form a curing house. As the curing sheet, a commercially available blue sheet with a size of 80 m square was used. A steam generator was placed in the vicinity of the curing house, and a conduit extending from the steam generator was drawn into the curing house to surround the inside of the curing house, and the tip of the steam generator was arranged to face the inside of the curing house. .
Super steam heater LHO for steam generator
-125 type, the conduit extending from this device has a diameter of 220 m
A flexible bellows hose of m and 30 m in length was used.

また養生ハウクの外部には、温度測定器9を配置し、
この温度測定器に接続された6本のセンサを第4図に示
した各位置に引込んで、これら6箇所の温度をそれぞれ
検知して記録するようにした。図中で示される位置は
外気温度、で示される位置は基礎伏内温度を示すもの
である。
In addition, the temperature measuring device 9 is arranged outside the curing Haku,
The six sensors connected to this temperature measuring device were pulled into the respective positions shown in FIG. 4, and the temperatures at these six positions were detected and recorded. The position shown in the figure indicates the outside air temperature, and the position indicated by indicates the base basin temperature.

スーパーレイテントヒータ発生装置を作動して、昇
温、養生、降温を続けて行った。昇温時の昇温速度は無
設定(自由昇温)とし、養生時の温度条件は最高温度70
℃で2時間、その後60℃で1時間となるように設定し、
さらに降温時の降温速度は無設定(自由降温)とした。
The superlattent heater generator was operated to continuously raise the temperature, cure, and lower the temperature. The temperature rise rate during temperature rise is unset (free temperature rise), and the temperature condition during curing is the maximum temperature of 70
2 hours at ℃, then 1 hour at 60 ℃,
Further, the temperature lowering rate at the time of lowering the temperature was not set (free temperature lowering).

この時上記温度測定器に記録された6個所のそれぞれ
の温度は、昇温、養生、降温の時間経過に伴って、第5
図に示したような温度曲線を描いた。図に示されるよう
に、養生ハウス内の〜の各位置における温度は、多
少のばらつきはあるものの設定温度に追随しており、養
生ハウス内には大きな温度分布が生じていないことが判
った。またで示される基礎伏内温度も設定温度に追随
して十分に上昇していることが判った。
At this time, the temperature of each of the 6 points recorded in the temperature measuring device was changed to the 5th
The temperature curve as shown in the figure was drawn. As shown in the figure, it was found that the temperature at each position of ~ in the curing house follows the set temperature although there is some variation, and a large temperature distribution does not occur in the curing house. It was also found that the base basin temperature indicated by also increased sufficiently following the set temperature.

このようにしてコンクリートの養生が完了した後、養
生シートを取除き、さらに型枠を外して、目的のコンク
リート基礎体を得た。得られたコンクリート基礎体の強
度を測定したところ、指定強度(180kg)に達している
ことが明らかとなった。
After the curing of the concrete was completed in this way, the curing sheet was removed, and the form was removed to obtain the intended concrete foundation. When the strength of the obtained concrete foundation was measured, it became clear that it reached the specified strength (180 kg).

このように、本実施例によって、短時間で養生を行う
ことができ、しかも十分な品質を有するコンクリートが
得られることが判明した。
As described above, according to this example, it was found that the curing can be performed in a short time and the concrete having sufficient quality can be obtained.

[発明の効果] 以上説明したように、この発明の住宅基礎用コンクリ
ート養生方法は、型枠を設置し該型枠内にコンクリート
打設した後、該型枠の外側に配置されたスチーム発生装
置さら延びる導管を、型枠の内側に沿って周回させ、次
いで型枠全体を養生シートで覆って養生ハウスを形成
し、上記スチーム発生装置により発生したスチームを上
記導管を通して該養生ハウス内に送り込み、該養生ハウ
ス内の温度をほぼ一定に調整しつつ所定時間持続させ、
前記コンクリートを養生硬化せしめるものであるので、
施工現場において、簡便な手法により短時間でコンクリ
ートの養生を行うことができる。したがって型枠の在置
時間が短くなるので型枠の回転が良くなり、住宅の基礎
の構築にかかる工期全体の短縮化が図れ、作業能率が著
しく向上する。またこの方法によれば、施工現場の環境
(地域、時節等)によらずに、一定時間内でコンクリー
トの養生を行うことができる効果も奏する。また、スチ
ーム発生装置により発生したスチームを上記導管を通し
て該養生ハウス内に送り込み、該養生ハウス内の温度を
ほぼ一定に調整しつつ所定時間持続させるので、導管内
を通るスチームの熱により該養生ハウス内を均一に加熱
し、該養生ハウス内の温度分布を均一にすることがで
き、コンクリートの養生硬化を均一に行なうことができ
る。したがって、得られたコンクリート基礎の強度も十
分に高くすることができ、優れた養生効果を発揮するこ
とができる。
[Effects of the Invention] As described above, according to the method for curing concrete for a housing foundation of the present invention, a steam generator installed on the outside of the formwork after the formwork is installed and concrete is placed in the formwork. The further extending conduit is circulated along the inside of the mold, and then the entire mold is covered with a curing sheet to form a curing house, and steam generated by the steam generator is fed into the curing house through the conduit, Keeping the temperature inside the curing house almost constant while maintaining it for a predetermined time,
Since it cures and hardens the concrete,
At the construction site, concrete can be cured in a short time with a simple method. Therefore, since the formwork staying time is shortened, the formwork rotates better, the entire construction period for building the foundation of the house can be shortened, and the work efficiency is significantly improved. Also, according to this method, there is an effect that the concrete can be cured within a fixed time regardless of the environment (region, time, etc.) of the construction site. Further, the steam generated by the steam generator is sent into the curing house through the conduit, and the temperature in the curing house is maintained for a predetermined time while being adjusted to be substantially constant. Therefore, the heat of the steam passing through the conduit causes the curing house to heat. By uniformly heating the inside, the temperature distribution in the curing house can be made uniform, and the curing and hardening of concrete can be performed uniformly. Therefore, the strength of the obtained concrete foundation can be sufficiently increased, and an excellent curing effect can be exhibited.

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

第1図ないし第3図は、この発明の一例を示すもので、
第1図は養生ハウス内にスチーム発生装置から延びる導
管を配設した際の一構成例を示す斜視図、第2図および
第3図は型枠と導管との位置関係の一例を示す断面図で
あり、第4図は、実験例で用いた温度測定器とセンサの
配置図であり、第5図は実験例における測定温度曲線を
示すグラフである。 3……型枠、4……コンクリート、 5……養生シート、6……養生ハウス、 7……スチーム発生装置、8……導管。
1 to 3 show an example of the present invention,
FIG. 1 is a perspective view showing a configuration example when a conduit extending from a steam generator is arranged in a curing house, and FIGS. 2 and 3 are cross-sectional views showing an example of a positional relationship between a mold and the conduit. FIG. 4 is a layout view of the temperature measuring device and the sensor used in the experimental example, and FIG. 5 is a graph showing a measured temperature curve in the experimental example. 3 ... Formwork, 4 ... Concrete, 5 ... Curing sheet, 6 ... Curing house, 7 ... Steam generator, 8 ... Conduit.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】型枠を設置し該型枠内にコンクリートを打
設した後、該型枠の外側に配置されたスチーム発生装置
から延びる導管を、型枠の内側に沿って周回させ、次い
で型枠全体を養生シートで覆って養生ハウスを形成し、
上記スチーム発生装置により発生したスチームを上記導
管を通して該養生ハウス内に送り込み、該養生ハウス内
の温度をほぼ一定に調整しつつ所定時間持続させ、前記
コンクリートを養生硬化せしめることを特徴とする住宅
基礎用コンクリートの養生方法。
1. A formwork is installed and concrete is poured into the formwork, and then a conduit extending from a steam generator disposed outside the formwork is circulated along the inside of the formwork, and Cover the entire formwork with a curing sheet to form a curing house,
The housing foundation is characterized in that the steam generated by the steam generator is sent into the curing house through the conduit, and the temperature in the curing house is kept substantially constant for a predetermined time to cure and cure the concrete. For curing concrete for construction.
JP1289327A 1989-11-07 1989-11-07 Curing method for housing foundation concrete Expired - Fee Related JP2515895B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1289327A JP2515895B2 (en) 1989-11-07 1989-11-07 Curing method for housing foundation concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1289327A JP2515895B2 (en) 1989-11-07 1989-11-07 Curing method for housing foundation concrete

Publications (2)

Publication Number Publication Date
JPH03151462A JPH03151462A (en) 1991-06-27
JP2515895B2 true JP2515895B2 (en) 1996-07-10

Family

ID=17741760

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1289327A Expired - Fee Related JP2515895B2 (en) 1989-11-07 1989-11-07 Curing method for housing foundation concrete

Country Status (1)

Country Link
JP (1) JP2515895B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114704095B (en) * 2022-04-15 2023-04-07 濮阳市宏超建筑安装有限公司 Continuous casting equipment and method for reinforcement cage concrete pipe in building

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56134578A (en) * 1980-03-21 1981-10-21 Ajia Suigen Kk Concrete curing method
JPS56159471A (en) * 1980-05-15 1981-12-08 Nippon Keikouzou Kk Curing house for concrete
JPS578258A (en) * 1980-06-17 1982-01-16 Pilot Pen Co Ltd:The Thermochromic material
JPS59109661A (en) * 1982-12-13 1984-06-25 大和ハウス工業株式会社 Scene cast pc panel, slab concrete and method and apparatus for promoting curing concrete in cold region
JPS641404U (en) * 1987-06-23 1989-01-06

Also Published As

Publication number Publication date
JPH03151462A (en) 1991-06-27

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