JPS62130319A - Temperature measuring instrument for placed concrete - Google Patents

Temperature measuring instrument for placed concrete

Info

Publication number
JPS62130319A
JPS62130319A JP27196885A JP27196885A JPS62130319A JP S62130319 A JPS62130319 A JP S62130319A JP 27196885 A JP27196885 A JP 27196885A JP 27196885 A JP27196885 A JP 27196885A JP S62130319 A JPS62130319 A JP S62130319A
Authority
JP
Japan
Prior art keywords
concrete
temperature
sliding form
main body
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.)
Granted
Application number
JP27196885A
Other languages
Japanese (ja)
Other versions
JPH0447092B2 (en
Inventor
Manabu Ogawa
学 小川
Sumiyuki Matsubara
澄行 松原
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.)
Mitsui Construction Co Ltd
Original Assignee
Mitsui Construction 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 Mitsui Construction Co Ltd filed Critical Mitsui Construction Co Ltd
Priority to JP27196885A priority Critical patent/JPS62130319A/en
Publication of JPS62130319A publication Critical patent/JPS62130319A/en
Publication of JPH0447092B2 publication Critical patent/JPH0447092B2/ja
Granted legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Measuring Temperature Or Quantity Of Heat (AREA)

Abstract

PURPOSE:To measure the temperature of the concrete in a sliding form SF efficiently by a small number of temperature sensors by moving a main body provided with plural temperature sensors in the placed concrete in the SF according to the movement of the SF. CONSTITUTION:The SF 2 as a moving form has weir plates 3 and 3 provided opposite each other at a specific interval W1 and those are provided with a frame body 5. The frame body 5 is provided with a rod-shaped body 7 suspended in the concrete 1- placed between plates 3 and 3 through a rod 6 and the main body 7 is provided with plural temperature sensors 9 at an interval L1 in the moving directions A and B of the SF 2. Consequently, the temperature of the concrete 10A is measured by a sensor 9A after placing. Then, the SF 2 moves in the direction A by the distance L1 a specific time later and the temperature of the concrete 10A is measured by a sensor 9B (9C or 9D). Consequently, the integral temperature is operated continuously from the time required by the concrete 10A to move from one sensor 9 to another. The moving speed of the SF 2 is so adjusted that the value is specific temperature, and then the strength of the concrete 10A is sufficient when the concrete 10A is parted from the SF.

Description

【発明の詳細な説明】 (a)、産業上の利用分針 本発明は型枠を連続的に移動させつつコンクリートを打
設してゆくスライディング工法において、コンクリート
の脱型強度を求めるために用いられろ打設コンクリート
温度測定装置に関する。
Detailed Description of the Invention (a) Industrial Use Minute Hand The present invention is used to determine the demolding strength of concrete in the sliding method in which concrete is poured while continuously moving the formwork. Concerning a pouring concrete temperature measuring device.

(b)、従来の技術 通常、コンクリートの強度発現と積算温度とは密接な関
係が有る(笠井 芳夫、「コンクリートの初期圧縮強度
推定方法」、日本建築学会論文報告@ No、 141
、昭和42年11月)ことから、スライディング工法に
おいて、打設されたコンクリートが脱型強度に達してい
るか否かを判定するのに、積算温度を用いて行おうとす
る試みがなされている。
(b), Conventional technology Usually, there is a close relationship between the strength development of concrete and the cumulative temperature (Yoshio Kasai, "Method for estimating initial compressive strength of concrete", Architectural Institute of Japan paper report @ No. 141
, November 1962), attempts have been made to use the cumulative temperature in the sliding method to determine whether or not poured concrete has reached demolding strength.

(C)0発明が解決しようとする問題点しかし、スライ
ディング工法のように、コンクリートの打設個所が次々
と移動してゆく場合には、打設された個所のコンクリー
トの温度を測定するには、極めて多数の温度センサを必
要とし不経済であるばかり力)、温度センサの設置作業
に多くの手間が掛かる。しかも、温度の測定が必要な場
所は、脱型時期を求めるという目的からして、スライデ
ィングフオーム内部のコンクリートについてのみである
(C) 0 Problems to be solved by the invention However, when concrete is poured at different locations, such as in the sliding method, it is difficult to measure the temperature of the concrete at the locations where it has been poured. However, it requires an extremely large number of temperature sensors, which is not only uneconomical, but also requires a lot of effort to install the temperature sensors. Furthermore, temperature measurement is only required at the concrete inside the sliding form for the purpose of determining the timing of demolding.

本発明は、前述の欠点を解消すべく、少数の温度センサ
のみで効率よくスライディングフオーム内のコンクリー
トの温度を測定することの出来る、打設コンクリート温
度測定装置を提供することを目的とするものである。
SUMMARY OF THE INVENTION In order to eliminate the above-mentioned drawbacks, the present invention aims to provide a placed concrete temperature measuring device that can efficiently measure the temperature of concrete in a sliding form using only a small number of temperature sensors. be.

(d)0問題点を解決するための手段 即ち、本発明は、本体(7)を有し、該本体(7)に所
定の間隔(Ll)でスライディングフオーム(2)の移
動方向に複数の温度センサ(9)を設け、更に前記本体
(7)に、該本体(7)をスライディングフオーム(2
)の打設されたコンクリート(10)中にスライディン
グフオーム(2)の移動と共に移動し得るように設置す
る、設置手段(6)を設けて構成される。
(d) Means for solving the zero problem, that is, the present invention has a main body (7), and the main body (7) has a plurality of members arranged at predetermined intervals (Ll) in the direction of movement of the sliding form (2). A temperature sensor (9) is provided on the main body (7), and the main body (7) is attached to a sliding form (2).
) is provided with an installation means (6) that is installed in the poured concrete (10) so as to be movable with the movement of the sliding form (2).

なお、括弧内の番号等は、図面における対応する要素を
示す、便宜的なものであり、従って、本記述は図面上の
記載に限定拘束されるものではない。以下のr (el
 、作用」の欄についても同様である。
Note that the numbers in parentheses are for convenience and indicate corresponding elements in the drawings, and therefore, this description is not limited to the descriptions on the drawings. The following r (el
The same applies to the column ``, action''.

(e)6作用 上記した構成により、本発明は、スライディングフオー
ム(2)が移動することにより、打設されたコンクリー
トは、各温度センサ(9)と次々に対向し、その時点の
温度が測定され、当該コンクリート部分の積算温度を演
算することが出来るように作用する。
(e) 6 Effects With the above-described configuration, the present invention allows the placed concrete to face each temperature sensor (9) one after another by moving the sliding form (2), and the temperature at that point is measured. It acts so that the cumulative temperature of the concrete part can be calculated.

(f)、実施例 以下、本発明の実施例を図面に基づき説明する。(f), Example Embodiments of the present invention will be described below based on the drawings.

第1図及び第2図は本発明による打設コンクリート温度
測定装置の一実施例を示す正面図である。
FIGS. 1 and 2 are front views showing an embodiment of a placed concrete temperature measuring device according to the present invention.

移動型枠であるスライディングフオーム2は、第1図に
示すように、所定の間隔w1で互いに対向する形で設け
られたせき板3.3を有しており、該せき板3.3には
枠体5が設けられている。枠体5には、本発明による打
設コンクリート温度測定装置1を構成するロッド6を介
して、棒状の本体7がせき板3.3間に打設されたコン
クリート10中に吊下されており、本体7には複数の温
度センサ9が一定の間隔で、スライディングフオーム2
の移動方向、即ち矢印A、B方向に設けられている。ま
た、せき板3.3の図中上部には、足場11が設けられ
ている。
As shown in FIG. 1, the sliding form 2, which is a movable formwork, has weir plates 3.3 facing each other at a predetermined interval w1. A frame 5 is provided. A rod-shaped main body 7 is suspended from the frame 5 through a rod 6 constituting the placed concrete temperature measuring device 1 according to the present invention in the concrete 10 placed between the weir plates 3 and 3. , a plurality of temperature sensors 9 are mounted on the main body 7 at regular intervals, and the sliding form 2
, that is, in the directions of arrows A and B. Furthermore, a scaffold 11 is provided above the weir plate 3.3 in the figure.

打設コンクリート温度測定装置1等は、以上のような構
成を有するので、コンクリートの打設時にスライディン
グフオーム2は、第1図に示すように、徐々に矢印入方
向に移動されてゆく。すると、第2図に示すように、該
スライディングフオーム2の移動により、新たにせき板
3.3間上部に、コンクリート打設空間12が形成され
るので、該コンクリート打設空間内12内にコンクリー
ト10を注入打設する。こうして、構築物は徐々に入方
向に向けて構築されてゆく。
Since the placed concrete temperature measuring device 1 and the like have the above-described configuration, the sliding form 2 is gradually moved in the direction of the arrow as shown in FIG. 1 when concrete is placed. Then, as shown in FIG. 2, the movement of the sliding form 2 creates a new concrete casting space 12 above the gap between the weir plates 3 and 3, so that concrete is poured into the concrete casting space 12. 10 is poured and cast. In this way, the structure is gradually built in the direction of entry.

なお、スライディングフオーム2が入方向に移動するに
つれて、打設済みのコンクリート1゜は凝固して、図中
下方に、せき板3から離脱する形で脱型してゆくが、コ
ンクリート10がせき板3から脱型する時点では、コン
クリートは自立出来る程度に凝固している必要が有る。
Note that as the sliding form 2 moves in the entry direction, the concrete 1° that has been poured solidifies and is removed from the form by separating from the sheathing plate 3 downward in the figure, but the concrete 10 is removed from the weir plate 3. At the time of demolding from Step 3, the concrete needs to have solidified to the extent that it can stand on its own.

打設されたコンクリート10の強度の判定には、既に述
べたように積算温度が用いられるが、その際に、打設さ
れた各コンクリート部分の温度を、打設直炭から脱型ま
で継続的に測定する必要が有る。
As mentioned above, the cumulative temperature is used to judge the strength of the concrete 10 that has been placed. It is necessary to measure the

ここで、本発明による打設コンクリート温度測定装置1
を用いると、例えば第1図に斜線で示す部分のコンクリ
ート10Aの温度を、第1図の打設直後においては、温
度センサ9Aにより測定する。
Here, placed concrete temperature measuring device 1 according to the present invention
When using, for example, the temperature of the concrete 10A in the shaded area in FIG. 1 is measured by the temperature sensor 9A immediately after pouring in FIG.

次に、所定時間T1の経過後には、スライディングフオ
ーム2は入方向に距離L1だけ移動し、それと共に、枠
体5及びロッド6を介して本体7も距fiL1だけ入方
向に移動する。すると、コンクリート10Aは、今度は
温度センサ9.と対向する。
Next, after the predetermined time T1 has elapsed, the sliding form 2 moves in the incoming direction by a distance L1, and at the same time, the main body 7 also moves in the incoming direction by a distance fiL1 via the frame 5 and the rod 6. Then, the concrete 10A is now exposed to the temperature sensor 9. to face.

そこで、温度センサ9 によりコンクリ−)10のtQ
度を測定し、温度センサ9A、 9.による計測結果及
び距離L1の移動に要した時間T1から、コンク!J−
1−10A部分の積算温度を演算する。こうして、スラ
イディングフオーム2がA方向に移動するにつれて、温
度センサ9゜、9o、 9.によりコンクIJ−1−1
0Aの温度を測定し、その結果及び各温度センサ9間を
コンクリート10Aが移動するに要した時間から積算温
度を、継続的に演算し、その値が所定の積算温度になる
ように、スライディングフオーム2の移動速度を調整す
る。すると、コンクリート10Aがせき板3、従ってス
ライディングフオーム2から脱型する時点では、コンク
リート10Aは脱型するに十分な強度に達しており、脱
型は円滑に行われる。
Therefore, the temperature sensor 9 measures the concrete temperature (tQ) of 10.
temperature sensor 9A, 9. From the measurement results and the time T1 required to move the distance L1, Conch! J-
Calculate the integrated temperature of the 1-10A portion. In this way, as the sliding form 2 moves in the A direction, the temperature sensors 9°, 9o, 9. Conch IJ-1-1
The sliding form measures the temperature of 0A, continuously calculates the cumulative temperature from the result and the time required for the concrete 10A to move between each temperature sensor 9, and makes the value a predetermined cumulative temperature. Adjust the movement speed of 2. Then, by the time the concrete 10A is demolded from the weir plate 3, and therefore from the sliding form 2, the concrete 10A has reached sufficient strength to be demolded, and demolding is performed smoothly.

なお、打設コンクリート温度測定装置1における、温度
センサ9の設置間隔L1は、各温度セッサ9について必
ずしも一定である必要は無く、打設された特定部分のコ
ンクリート10Aと各温度センサ9の位置関係がスライ
ディングフオーム2の移動に応じた形で特定出来る限り
、どのような間隔で設けてもよいことは勿論である。
Note that the installation interval L1 of the temperature sensors 9 in the placed concrete temperature measuring device 1 does not necessarily have to be constant for each temperature sensor 9, and may vary depending on the positional relationship between the placed concrete 10A and each temperature sensor 9. Of course, they may be provided at any interval as long as they can be specified in accordance with the movement of the sliding form 2.

また、上述の実施例は、温度測定装置1をせき板3が2
枚対向した形で設けられたスライディングフオーム2に
用いた場合について述へたが、温度測定装置1が用いら
れるスライディングフオーム2としては、せき板は必ず
しも2枚対向した形で用いろ必要は無く、ダムを構築す
る場合等で、1枚のせき板を地山と対向する形で設けた
スライディングフオームにも適用が可能なことは勿論で
ある。
Further, in the above embodiment, the temperature measuring device 1 is connected to the weir plate 3 by two
Although we have described the case where the sliding form 2 is used with facing plates, it is not necessarily necessary to use two facing plates in the sliding form 2 in which the temperature measuring device 1 is used. Of course, it can also be applied to a sliding form in which a single weir plate is provided facing the ground when constructing a dam.

(g)0発明の効果 以上、説明したように、本発明によれば、本体7を有し
、該本体7に所定の間隔Ll等でスライディングフオー
ム2の移動方向に複数の温度センサ9を設け、更に前記
本体7に、該本体7をスライディングフオーム2の打設
されたコンクリート10中にスライディングフオーム2
の移動と共に移動し得るように設置する、ロッド6等の
設置手段を設けて構成したので、スライディングフオー
ム2中に打設されたコンクリートの特定部位の温度を、
スライディングフオーム2と共に移動する1度センサ9
A〜95によりスライディングフオーム2の移動につれ
て継続的に測定することが出来、多数の温度セレサを打
設されたコンクリート内に設置する繁雑で不経済な作業
を行わずに済む。
(g) 0 Effects of the Invention As described above, the present invention has a main body 7, and a plurality of temperature sensors 9 are provided in the main body 7 in the moving direction of the sliding form 2 at predetermined intervals Ll, etc. Further, the main body 7 is inserted into the concrete 10 in which the sliding form 2 is placed.
Since the configuration is provided with an installation means such as a rod 6 that can be installed so as to be able to move with the movement of the sliding form 2, the temperature of a specific part of the concrete poured in the sliding form 2 can be controlled.
1 degree sensor 9 moving with sliding form 2
A~95 allows continuous measurement as the sliding form 2 moves, eliminating the need for the complicated and uneconomic work of installing multiple temperature sensors in poured concrete.

また、温度センサ9は、常時、スライディングフオーム
2内の脱型以前(必要に応じて、脱型直後まで)の状態
のコンクリート温度を測定するので、少数の温度センサ
9を有効的に使用することが出来る。
Furthermore, since the temperature sensor 9 always measures the concrete temperature in the sliding form 2 before demolding (or immediately after demolding, if necessary), a small number of temperature sensors 9 can be used effectively. I can do it.

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

第1図及び第2図は本発明による打設コンクリート温度
測定装置の一実施例を示す正面図である。 1・・・・・・打設コンクリート温度測定装置2−・・
・・・スライディングフオーム3・・・・せき板 6・・・・・設置手段(ロッド) 7・・・・・本体 9・・・・・・温度センサ 10・・・・・・コンクリート Ll・・・・・間隔 出願人    三井建設株式会社 代理人  弁理士  相1)伸二 (ほか1名)
FIGS. 1 and 2 are front views showing an embodiment of a placed concrete temperature measuring device according to the present invention. 1... Placed concrete temperature measuring device 2-...
... Sliding form 3 ... Shelter plate 6 ... Installation means (rod) 7 ... Main body 9 ... Temperature sensor 10 ... Concrete Ll ... ...Interval applicant Mitsui Construction Co., Ltd. agent Patent attorney Phase 1) Shinji (and 1 other person)

Claims (1)

【特許請求の範囲】 本体を有し、 該本体に所定の間隔で、スライディングフ ォームの移動方向に複数の温度センサを設け、更に前記
本体に、該本体をスライディング フォームの打設されたコンクリート中にスライディング
フォームの移動と共に移動し得るように設置する、設置
手段を設けて構成した打設コンクリート温度測定装置。
[Claims] A main body, a plurality of temperature sensors provided on the main body at predetermined intervals in the direction of movement of the sliding form, and a plurality of temperature sensors provided on the main body in the concrete in which the sliding form is placed. A placed concrete temperature measuring device that is configured with an installation means that is installed so that it can be moved with the movement of a sliding form.
JP27196885A 1985-12-03 1985-12-03 Temperature measuring instrument for placed concrete Granted JPS62130319A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27196885A JPS62130319A (en) 1985-12-03 1985-12-03 Temperature measuring instrument for placed concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27196885A JPS62130319A (en) 1985-12-03 1985-12-03 Temperature measuring instrument for placed concrete

Publications (2)

Publication Number Publication Date
JPS62130319A true JPS62130319A (en) 1987-06-12
JPH0447092B2 JPH0447092B2 (en) 1992-08-03

Family

ID=17507316

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27196885A Granted JPS62130319A (en) 1985-12-03 1985-12-03 Temperature measuring instrument for placed concrete

Country Status (1)

Country Link
JP (1) JPS62130319A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20140353864A1 (en) * 2013-05-28 2014-12-04 Chester Grochoski System, method and apparatus for controlling ground or concrete temperature
CN111413000A (en) * 2020-04-10 2020-07-14 上海建工集团股份有限公司 Digital temperature measurement method for mass concrete construction
CN111413001A (en) * 2020-04-10 2020-07-14 上海建工集团股份有限公司 Digital temperature measurement system for mass concrete construction

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6149067A (en) * 1984-08-14 1986-03-10 日本国土開発株式会社 Control of demolding strength of concrete in sliding foam construction method

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6149067A (en) * 1984-08-14 1986-03-10 日本国土開発株式会社 Control of demolding strength of concrete in sliding foam construction method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20140353864A1 (en) * 2013-05-28 2014-12-04 Chester Grochoski System, method and apparatus for controlling ground or concrete temperature
CN111413000A (en) * 2020-04-10 2020-07-14 上海建工集团股份有限公司 Digital temperature measurement method for mass concrete construction
CN111413001A (en) * 2020-04-10 2020-07-14 上海建工集团股份有限公司 Digital temperature measurement system for mass concrete construction
CN111413001B (en) * 2020-04-10 2021-08-31 上海建工集团股份有限公司 Digital temperature measurement system for mass concrete construction

Also Published As

Publication number Publication date
JPH0447092B2 (en) 1992-08-03

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