JPS59109661A - Scene cast pc panel, slab concrete and method and apparatus for promoting curing concrete in cold region - Google Patents

Scene cast pc panel, slab concrete and method and apparatus for promoting curing concrete in cold region

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Publication number
JPS59109661A
JPS59109661A JP21878882A JP21878882A JPS59109661A JP S59109661 A JPS59109661 A JP S59109661A JP 21878882 A JP21878882 A JP 21878882A JP 21878882 A JP21878882 A JP 21878882A JP S59109661 A JPS59109661 A JP S59109661A
Authority
JP
Japan
Prior art keywords
temperature
concrete
curing
curing chamber
temperature sensor
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.)
Pending
Application number
JP21878882A
Other languages
Japanese (ja)
Inventor
大洋 木下
清 田中
岡本 軍二
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.)
Daiwa House Industry Co Ltd
Original Assignee
Daiwa House Industry 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 Daiwa House Industry Co Ltd filed Critical Daiwa House Industry Co Ltd
Priority to JP21878882A priority Critical patent/JPS59109661A/en
Publication of JPS59109661A publication Critical patent/JPS59109661A/en
Pending legal-status Critical Current

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  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 コンクリートの強度発現は養生温度の偵算により決まり
、一般的には蒸気等により高温養生(50〜70°C)
をするとよいと言われている。′そこで、冬期や寒冷地
ではコンクリートの硬化反応が終了するまで少なくとも
0℃以下にならない様に注意する必要があり、又、スラ
ブや床梁の仮枠支保は気温が5°Ci’jf f&のと
きは2〜4週間以上の長期に亘って仮枠の存置養生する
必要かある。
[Detailed description of the invention] The strength development of concrete is determined by calculating the curing temperature, and is generally cured at high temperature (50 to 70°C) using steam, etc.
It is said that it is good to do this. 'Therefore, in winter or in cold regions, care must be taken to ensure that the temperature does not drop below at least 0℃ until the hardening reaction of concrete is completed, and temporary frame supports for slabs and floor beams must be placed at temperatures of 5℃ or less. In some cases, it may be necessary to leave the temporary frame in place for a long period of 2 to 4 weeks or more.

又、凍結防止のためにジェノ1−ヒーターや電熱線が使
用されているのが現状である。
Furthermore, Geno 1 heaters and heating wires are currently being used to prevent freezing.

ただ、現場打ぢで慣用するジェットヒーターや電熱線は
、急激な昇温と乾燥とを伴い、又、温度分布が不均一に
なってコンクリートの強度発現に悪影響を−5,え、特
に、均一な強度発現を重視するPC版やスラブコンクリ
ート、床梁のコンクリート等の大型コンクリート建築部
材には適しない。
However, the jet heaters and electric heating wires commonly used for on-site pouring are accompanied by rapid temperature rise and drying, and the temperature distribution becomes uneven, which has a negative effect on the strength development of concrete. It is not suitable for large concrete construction components such as PC plates, slab concrete, and concrete floor beams, which emphasize strong strength.

しかし、PC版の様な大型コンクリート建築部材こそ道
路事情や輸送コスト等との関係上現場打ちの必要性が高
く、それ故に適切な建築現場用の養生硬化促進装置が必
要とされるでいろ。
However, large-scale concrete construction components such as PC plates are highly required to be cast on site due to road conditions, transportation costs, etc., and therefore an appropriate curing and hardening accelerator for construction sites is required.

本発明は、かかる要望に応えるものであり、耐熱シート
により養生室を仮設し、そこに配設する蒸気吹出管の吹
出量を2個以上の温度センサーにより制禦するものとし
、そのために小型ボイラーと蒸気吹出管との間にそれぞ
れ温度センサーにより個々に制禦される2個以上の温度
弁を並列に介在させ、それぞれ対応する温度センサーと
温度弁との各組に、ある組の温度センサーと温度弁とは
30〜50℃で、他の組の温度センサーと温度弁とは5
0〜70℃にてという様に温域20〜70’Cの間て分
担さセて蒸気吹出管からの吹出量をコントロールして、
コンクリートの打込後は前養生として2〜3時間は凍結
しない程度の温度(20°C前後)に保ら、その後15
〜25°C/時の速度て昇温させ50〜70°Cの高温
にて3〜5時間時間義気養生から徐冷するものとし、こ
の様に1I11]熱シートて硬化促進装置の養生室を仮
設し、211M以上の温度センサーにより蒸気養生温度
を自動;jHIJ WRして1〜2日のサイクルでコン
クリートの現場打ちを行う様にしようとするものである
The present invention is in response to such a demand, and a curing chamber is temporarily constructed using a heat-resistant sheet, and the amount of steam discharged from a steam blow-off pipe installed therein is controlled by two or more temperature sensors. Two or more temperature valves each individually controlled by a temperature sensor are interposed in parallel between the temperature sensor and the steam blow-off pipe, and each set of the corresponding temperature sensor and temperature valve is connected to a certain set of temperature sensors and a temperature valve. The temperature valve is 30-50℃, and the other set of temperature sensors and temperature valves are 50℃.
By controlling the amount of steam blown out from the steam blowing pipe, the temperature range is divided between 20 and 70°C, such as 0 to 70°C.
After concrete is poured, it is kept at a temperature that does not freeze (around 20°C) for 2 to 3 hours as pre-curing, and then heated for 15 hours.
The temperature is raised at a rate of ~25°C/hour, and the temperature is increased from 50 to 70°C for 3 to 5 hours, followed by gradual cooling. The project aims to construct a temporary concrete tank, automatically control the steam curing temperature using a temperature sensor of 211M or higher, and pour concrete on-site in a one- to two-day cycle.

以下、図示する実施例により本発明を説明する。The present invention will be explained below with reference to illustrated embodiments.

第1図は蒸気パイプ21の配管図であり、9は小型ボイ
ラー、20は圧力計、22ばバルブ、23ばスI・レー
ナー、24は減圧弁、25はスチーム1〜ランプであり
、4は耐熱シート3て17Fよれた養生室であり、養生
室の内部には蒸気吹出等が配管され、2個の温度センサ
ー7と8とか収納されている。−次圧力a120と二次
圧力計20との間、及び二次圧力計20と蒸気吹出管6
との間にはそれぞれバイパス26と27とがあり、二次
圧力計20と蒸気吹出管6との間では温度弁工0を通る
経路と温度弁11を通る経路とに分岐している。そして
、温度弁10の開閉は温度センサー7の指示により、又
温度弁11の開閉は温度センサー8の指示により自動操
作されるようになっており、温度センサー7の作動温域
は30〜50℃に、温度センサー8の作動温域は50〜
70°Cにセットされている。又、養生室4内には多点
温度計29の熱電対28が多数配置されており、随時養
生室4内の温度を測定できる様になっている。
Figure 1 is a piping diagram of the steam pipe 21, where 9 is a small boiler, 20 is a pressure gauge, 22 is a valve, 23 is I. Lehner, 24 is a pressure reducing valve, 25 is steam 1 to lamp, and 4 is a steam pipe. It is a curing chamber with a heat-resistant sheet 3 and 17F, and inside the curing chamber, steam blow-off etc. are piped, and two temperature sensors 7 and 8 are housed. - Between the secondary pressure a120 and the secondary pressure gauge 20, and between the secondary pressure gauge 20 and the steam blow-off pipe 6
There are bypasses 26 and 27, respectively, between the secondary pressure gauge 20 and the steam blow-off pipe 6, and the route is branched into a route passing through the temperature valve 0 and a route passing through the temperature valve 11. The opening and closing of the temperature valve 10 is automatically operated according to the instructions from the temperature sensor 7, and the opening and closing of the temperature valve 11 is automatically operated according to the instructions from the temperature sensor 8, and the operating temperature range of the temperature sensor 7 is 30 to 50 degrees Celsius. The operating temperature range of the temperature sensor 8 is 50~
It is set at 70°C. Further, a large number of thermocouples 28 of a multi-point thermometer 29 are arranged in the curing chamber 4, so that the temperature in the curing chamber 4 can be measured at any time.

第2図はpc版用養生室4の断面図であり、支保12と
布基礎13とで鋼板製ヘット1を支承し架台とし養生室
4は耐熱シート3で銅板製ヘット1を被覆して構成され
る。
FIG. 2 is a cross-sectional view of the PC plate curing chamber 4, in which the steel plate head 1 is supported by supports 12 and cloth foundations 13, and the curing chamber 4 is constructed by covering the copper plate head 1 with a heat-resistant sheet 3. be done.

図中、18は手打用仮枠であり、2はPC版乃至打込ま
れたコンクリートを示し、6は移動可能な蒸気吹田管で
あり、コンクリート建築部材2の上に一定間隔をおいて
並列に数本前べられている。
In the figure, 18 is a temporary frame for hand-casting, 2 is a PC plate or poured concrete, and 6 is a movable steam Suita pipe, which is placed in parallel on the concrete building member 2 at a certain interval. A few books have been posted.

この様な耐熱シート3としては工事用の防火シー[・、
を、又、蒸気吹出管6としては水道管に2鴫φ前後の穴
を多数開けて使用される。
Such a heat-resistant sheet 3 is a fireproof sheet for construction use [...
Also, as the steam blow-off pipe 6, a water pipe is used with a large number of holes of about 2 mm in diameter.

第3図は梁下コンクリート又はスラブコンクリート用養
生室の局部断面図であり、蒸気吹出管6はコンクリート
建築部材2の下側に突き出た床梁部の側面付近にもセッ
トされ、これを耐p:4>シート3で囲む小さい養生室
4が構成されている。
FIG. 3 is a partial cross-sectional view of a curing chamber for concrete under a beam or concrete slab, and the steam blow-off pipe 6 is also set near the side of the floor beam that protrudes below the concrete building member 2, making it resistant to p :4> A small curing chamber 4 surrounded by sheets 3 is constructed.

コンクリート打設後はコンクリ−1−2の表面を耐熱シ
ート3て囲んで養生室4とし、外気温が5°C以下であ
るような時はコンクリートにあまり好ましい状態てない
ので温度センサー7乙こより温度ブi゛1(lを開閉操
作し養生室4に蒸気を通して20〜30℃前後になるよ
うにして2〜3時間前置し、その後温度センサー7と温
度センサー8とで温度弁10と温度弁11とを開閉操作
し、15〜bで約2時間徐々に50〜70°Cまで71
!温させ、設定の最高温度になると温度センIJ−−8
のみを使用し温度弁11を開閉操作して養生室4内の6
11!1度が設定最高温度(50〜70℃)になる様C
ご約3〜5時間茂生室4に蒸気を通し、その後徐冷し、
PC版の場合は脱型し、床・梁の場合は強度を確認して
から支保を外す。
After concrete is poured, the surface of concrete 1-2 is surrounded by a heat-resistant sheet 3 to create a curing chamber 4, and when the outside temperature is below 5°C, the concrete is not in a very favorable condition, so a temperature sensor 7 is installed. The temperature valve 1 (1) is opened and closed to pass steam into the curing chamber 4 so that the temperature is around 20 to 30°C, and then left for 2 to 3 hours. After that, the temperature valve 10 and the temperature are Open and close valve 11 and gradually heat to 50-70°C for about 2 hours at 15-b.
! Let it warm up, and when the set maximum temperature is reached, the temperature sensor IJ--8
6 in the curing chamber 4 by opening and closing the temperature valve 11 using a chisel.
11!1 degrees seems to be the maximum set temperature (50 to 70 degrees Celsius)
Steam is passed through Mosei Chamber 4 for about 3 to 5 hours, then slowly cooled.
If it is a PC version, remove the mold, and if it is a floor or beam, check its strength before removing the support.

この様に本発明によると、第2図の場合ではコンクリー
トの打込みからコンクリート建築部材2の高温養生終了
までの操作が約8〜10時間で終わり、その間の蒸気の
制別が自動操作によるため、仮枠18の七ノドや前に養
生されたコンクリート建築部材2の脱型、移設、ストッ
ク等を行い、コンクリート19の繰り返し打込み等の作
業を平行して行い、1日1ザイクルのスピードでコンク
リート建築部材2を製造することができる。又、可撓で
軽く運び易い耐熱シート3で養生室4が構成され、蒸気
吹出管6や温度センサー7、温度弁10、小型ボイラー
9等も軽量であるので、大型上の進入が不可能な路地裏
等の狭小地でも、これらを自由に持込んで硬化促進装置
を組み立ててpc版の製造やコンクリートの高温硬化促
進が可能であり、そして、大型コンクリート建築部材2
の工場から建築現場までの運搬が省略される等の利点や
、工期が短縮化され、又、建築費のコストダウンが図ら
れる等の利点がある。その上、ジェットヒーターや電熱
線を用いないのでコンクリ−1・2の乾燥や局部的な加
熱温度による分布斑かできず、大型のものであっても強
度的に優れたコンクリート建築部材2が得られる。そし
て更に、温度弁の制別可能な範囲は20℃前後であるか
、本発明は、これを2 +11i1以上使用するため、
(呆/、1詰養生に最適な30〜70℃の範囲で養生室
4の温度を制別することができるになる等の効果が生じ
る。
As described above, according to the present invention, in the case of FIG. 2, the operation from pouring concrete to completion of high-temperature curing of the concrete building member 2 is completed in about 8 to 10 hours, and the steam control during that time is automatically operated. The concrete building members 2 that have been cured seven times and the temporary frame 18 are removed from the mold, relocated, stocked, etc., and work such as repeated pouring of concrete 19 is performed in parallel to complete the concrete construction at a speed of one cycle per day. Part 2 can be manufactured. In addition, the curing chamber 4 is constructed of a heat-resistant sheet 3 that is flexible and light and easy to carry, and the steam blow-off pipe 6, temperature sensor 7, temperature valve 10, small boiler 9, etc. are also lightweight, making it impossible for large vehicles to enter. Even in narrow spaces such as back alleys, these materials can be freely brought in and assembled into hardening accelerators to manufacture PC plates and accelerate the high-temperature curing of concrete.
There are advantages such as omitting transportation from the factory to the construction site, shortening the construction period, and reducing construction costs. Furthermore, since jet heaters and heating wires are not used, there is no drying of the concrete 1 and 2 or uneven distribution due to localized heating temperatures, and it is possible to obtain concrete building components 2 with excellent strength even if they are large. It will be done. Furthermore, the controllable range of the temperature valve is around 20°C, and the present invention uses this above 2 + 11i1, so
(Again) Effects such as being able to control the temperature of the curing chamber 4 within the range of 30 to 70°C, which is optimal for single curing, are produced.

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

ff’s 1図は硬化促進装置の配置図、fA2図は養
生室の断面図、第3図は養生室の局部μ)1面図である
。 1・ ・鋼板製ヘット、 2・・コンクリ−1・建築部祠、 3 ・ ・1iiJ熱シート、 4・・養生室、 6・・蒸気吹出管、 7.8・・温度センサー、 9・・小型ボイラー 特許出願人 大和ハウス工業株式会社
ff's Figure 1 is a layout diagram of the curing accelerator, Figure fA2 is a cross-sectional view of the curing chamber, and Figure 3 is a partial plan view of the curing chamber. 1. Steel plate head, 2. Concrete 1. Building shrine, 3. 1iiJ heat sheet, 4. Curing room, 6. Steam outlet pipe, 7.8. Temperature sensor, 9. Small size. Boiler patent applicant Daiwa House Industry Co., Ltd.

Claims (1)

【特許請求の範囲】 〈1)  打込んだコンクリート面と蒸気吹出管と2個
以上の温度センサーとを耐熱シートで囲んで養生室とし
、並列に配置した2個以上の温度弁を介して小型ボイラ
ーと藩気吹出簀とを接続し、それらの温度センサーか2
0〜70℃の温度範囲(温域)を分担して感温しI f
[lilの温度弁を繰作する様にセ・ノドし、それらの
温度センサーにより蒸気の吹出量を制禦して、前記養生
室内をコンクリートの打込み後の2〜3時間は常1A(
10〜30’C)に保温し、その後15〜25°C/時
の速度で50〜70℃まで昇温させ、その後の3〜5時
間を50〜70°Cの高温に保温して養生し、その後徐
冷することを特徴とする現場打ち20版、スラブコンク
リート、寒冷地でのコンクリート等の硬化促進方法。 (2)  コンクリートの打込面を耐熱シーl−で被覆
してそのシート内を養生室とし、その産生室内に苗気吹
出管と271上の温度センサーとを配設し、2個以上の
並列に配置した温度弁を介して小型ボイラーと蒸気吹出
管とを接続し、且つ、温度センサーが養生室内の温度に
応じて温度弁を開閉制禦する様にしたことを特徴とする
現場打し20版、スラブコンクリート、寒冷地てのコン
クリート等の硬化(y進装置。
[Scope of Claims] <1) A curing chamber is formed by surrounding the poured concrete surface, a steam blow-off pipe, and two or more temperature sensors with a heat-resistant sheet, and a small temperature sensor is installed through two or more temperature valves arranged in parallel. Connect the boiler and the air outlet, and check their temperature sensor or 2.
The temperature range (temperature range) from 0 to 70°C is shared and the temperature is sensed.
[The lil's temperature valve is repeatedly set, and the amount of steam blown out is controlled by the temperature sensor, and the temperature inside the curing chamber is kept at 1A (1A) for 2 to 3 hours after concrete is poured.
After that, the temperature was raised to 50-70°C at a rate of 15-25°C/hour, and the temperature was kept at a high temperature of 50-70°C for the next 3-5 hours for curing. , A method for accelerating the hardening of cast-in-place 20 plates, slab concrete, concrete, etc. in cold regions, which is characterized by slow cooling thereafter. (2) Cover the concrete pouring surface with a heat-resistant seal l- and use the sheet as a curing chamber, and install a seedling air blow-off pipe and a temperature sensor on 271 in the production chamber, and install two or more in parallel. A small boiler and a steam blow-off pipe are connected through a temperature valve placed in the curing chamber, and a temperature sensor controls the opening and closing of the temperature valve according to the temperature inside the curing chamber. Curing of slabs, slab concrete, concrete in cold regions, etc. (y-axis device).
JP21878882A 1982-12-13 1982-12-13 Scene cast pc panel, slab concrete and method and apparatus for promoting curing concrete in cold region Pending JPS59109661A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21878882A JPS59109661A (en) 1982-12-13 1982-12-13 Scene cast pc panel, slab concrete and method and apparatus for promoting curing concrete in cold region

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21878882A JPS59109661A (en) 1982-12-13 1982-12-13 Scene cast pc panel, slab concrete and method and apparatus for promoting curing concrete in cold region

Publications (1)

Publication Number Publication Date
JPS59109661A true JPS59109661A (en) 1984-06-25

Family

ID=16725380

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21878882A Pending JPS59109661A (en) 1982-12-13 1982-12-13 Scene cast pc panel, slab concrete and method and apparatus for promoting curing concrete in cold region

Country Status (1)

Country Link
JP (1) JPS59109661A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01160885A (en) * 1987-12-18 1989-06-23 Masamichi Yoshida Concrete curing apparatus
JPH03151462A (en) * 1989-11-07 1991-06-27 Misawa Homes Co Ltd Concrete curing method for foundation of dwelling house

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01160885A (en) * 1987-12-18 1989-06-23 Masamichi Yoshida Concrete curing apparatus
JPH03151462A (en) * 1989-11-07 1991-06-27 Misawa Homes Co Ltd Concrete curing method for foundation of dwelling house

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