JP2017115477A - Mold with temperature sensor - Google Patents

Mold with temperature sensor Download PDF

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JP2017115477A
JP2017115477A JP2015253384A JP2015253384A JP2017115477A JP 2017115477 A JP2017115477 A JP 2017115477A JP 2015253384 A JP2015253384 A JP 2015253384A JP 2015253384 A JP2015253384 A JP 2015253384A JP 2017115477 A JP2017115477 A JP 2017115477A
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temperature sensor
concrete
mold
sensor
temperature
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JP6664810B2 (en
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昌宏 早崎
Masahiro Hayazaki
昌宏 早崎
西島 茂行
Shigeyuki Nishijima
茂行 西島
山本 秀之
Hideyuki Yamamoto
秀之 山本
貴文 野口
Takafumi Noguchi
貴文 野口
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Justwill
Just Will Co Ltd
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Just Will Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a mold with a temperature sensor, capable of appropriately measuring a surface temperature of concrete to be installed when the temperature sensor is apart from the concrete.SOLUTION: A mold with a temperature sensor includes a temperature sensor 44 that is fitted to a main mold 10 including a plate body 11 for applying pressure on installed concrete 30 and supporting the concrete to form a given shape at a position apart from the concrete 30 by a predetermined distance, and measures a surface temperature of the concrete 30. An aperture 11b is opened and provided on the plate body 11 and a sensor frame 42 for holding the temperature sensor 44 is fitted to the aperture 11b. The mold includes a heat transfer body 41 including a base end thermally coupled with the sensor frame 42 and a tip projecting from the base end by a predetermined distance to come into contact with the concrete 30.SELECTED DRAWING: Figure 2

Description

本発明は、打設されたコンクリートに圧力を加え一定形状となるように支持する板体を有する主型枠に、コンクリートの表面温度を計測する温度センサを追加した温度センサ付き型枠に関するものである。   The present invention relates to a formwork with a temperature sensor in which a temperature sensor for measuring the surface temperature of concrete is added to a main formwork having a plate body that supports a concrete shape by applying pressure to the placed concrete. is there.

本出願人は、先に特許文献1(特開2014−77241号公報)等において、打設されるコンクリートの表面温度を管理し、できあがった建造物の強度を合理的に保証できるシステムを提案した。   The present applicant previously proposed a system capable of managing the surface temperature of concrete to be placed and reasonably guaranteeing the strength of the resulting building in Patent Document 1 (Japanese Patent Application Laid-Open No. 2014-77241) and the like. .

特許文献1では、樹脂型枠や金属製型枠のような型枠を主として検討したが、現実には、南洋材を用いるコンクリートパネルも多用されている。   In Patent Document 1, a formwork such as a resin formwork or a metal formwork was mainly examined. However, in reality, a concrete panel using a South Sea material is also frequently used.

型枠の種類を問わず、温度センサを用いて、打設されるコンクリートの表面温度を計測するには、特許文献1の図8等に示されるように、温度センサをできるだけ打設されるコンクリートの近くに配置することが望ましい。そして、現場においても、このような温度センサ付き型枠が使用され始めている。   Regardless of the type of formwork, in order to measure the surface temperature of the placed concrete using a temperature sensor, as shown in FIG. It is desirable to place it near. And such a form with a temperature sensor has begun to be used in the field.

しかしながら、現実には、温度センサと打設されるコンクリートとの間に無視できない距離が不可避的に存在する場合がある。   However, in reality, there may be an inevitable distance between the temperature sensor and the placed concrete.

典型的には、主型枠だけでコンクリートを打設せず、主型枠のコンクリート側に化粧型枠を追加し、打設されたコンクリートに凹凸を形成する場合がある。例えば、海岸付近で目につきやすい壁面をコンクリートで構築しようとする場合、壁面に凹凸や溝などを形成し、自然の壁面に近い意匠とするような場合がこれにあたる。   Typically, there is a case where the concrete is not placed only by the main formwork, but a decorative formwork is added to the concrete side of the main formwork to form irregularities on the placed concrete. For example, in the case where a wall surface that is easily noticeable near the coast is to be constructed with concrete, this is the case in which irregularities, grooves, etc. are formed on the wall surface to make the design close to the natural wall surface.

このような場合、主型枠の板体の厚さのみならず、その厚さに化粧型枠の厚さを追加した距離が生ずる。   In such a case, not only the thickness of the plate of the main mold but also the distance obtained by adding the thickness of the decorative mold to the thickness is generated.

温度センサと打設されるコンクリートとの間に距離がある場合に、適切にコンクリートの表面温度を計測するための技術は知られていない。
特開2014−77241号公報
There is no known technique for appropriately measuring the surface temperature of concrete when there is a distance between the temperature sensor and the concrete to be placed.
JP 2014-77241 A

そこで本発明は、温度センサと打設されるコンクリートとの間に距離がある場合に、適切にコンクリートの表面温度を計測できる温度センサ付き型枠を提供することを目的とする。   Therefore, an object of the present invention is to provide a mold with a temperature sensor that can appropriately measure the surface temperature of concrete when there is a distance between the temperature sensor and the concrete to be placed.

第1の発明に係る温度センサ付き型枠は、打設されたコンクリートに圧力を加え一定形状となるように支持する板体を有する主型枠に、打設されたコンクリートの表面温度を計測する温度センサが、打設されたコンクリートから所定距離離れた位置に取り付けられ、板体に板体を厚さ方向に貫通する開口部を開設し、開口部に温度センサを保持するセンサ筐体を嵌合するものである。   The mold with temperature sensor according to the first invention measures the surface temperature of the concrete placed on the main mold having a plate that supports the concrete placed by applying pressure to the concrete placed. A temperature sensor is attached at a position a predetermined distance away from the placed concrete, and an opening is formed in the plate to penetrate the plate in the thickness direction, and a sensor housing that holds the temperature sensor is fitted in the opening. To match.

第2の発明に係る温度センサ付き型枠は、第1の発明に加え、基端部がセンサ筐体に熱結合されると共に、先端部が基端部から所定距離突出し、打設されたコンクリ−トに当接する伝熱体を有する。   In addition to the first invention, the mold with temperature sensor according to the second invention is such that the base end portion is thermally coupled to the sensor housing, and the tip end portion projects from the base end portion by a predetermined distance and is placed. -It has a heat transfer body that abuts against

第3の発明に係る温度センサ付き型枠は、第1の発明に加え、温度センサは赤外線温度センサであり、センサ筐体には、開口部に嵌合され、かつ、先端面が打設されたコンクリートに当接するキャップと、キャップの先端面とは反対側に固着される基板と、基板上に固定され、打設されたコンクリートから所定距離離れた位置に位置する赤外線温度センサとが設けられる。   The mold with temperature sensor according to the third invention is an infrared temperature sensor in addition to the first invention, the temperature sensor is fitted into the opening, and the front end surface is driven. A cap that abuts against the concrete, a substrate that is fixed to the opposite side of the tip of the cap, and an infrared temperature sensor that is fixed on the substrate and located at a predetermined distance from the placed concrete. .

これらの構成により、温度センサと打設されるコンクリートとの間に距離がある場合に、適切にコンクリートの表面温度を計測できる。   With these configurations, when there is a distance between the temperature sensor and the placed concrete, the surface temperature of the concrete can be appropriately measured.

以下、図面を参照しながら、本発明の実施の形態を説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

(実施の形態1)
図1は、本発明の実施の形態1における主型枠及び付加型枠を示す縦断面図、図2は、同センサ筐体及び伝熱体を示す縦断面図、図3は、図2の一部拡大図である。
(Embodiment 1)
1 is a longitudinal sectional view showing a main mold and an additional mold in Embodiment 1 of the present invention, FIG. 2 is a longitudinal sectional view showing the sensor housing and a heat transfer body, and FIG. It is a partially enlarged view.

実施の形態1は、化粧型枠を付加型枠として、主型枠と連結し、その結果、付加型枠の厚さ分だけ、コンクリートと温度センサとの間の距離が長くなる場合に関する。   The first embodiment relates to a case where the decorative mold is used as an additional mold and connected to the main mold, and as a result, the distance between the concrete and the temperature sensor is increased by the thickness of the additional mold.

図1に示すように、主型枠10は、打設されるコンクリート30に圧力を及ぼし、コンクリート30が一定の形状をなすように支持する中核の部材である。主型枠10としては、板体11からコンクリート30の反対側に突出する起立部12や補強リブ13を有する樹脂型枠又は金属製型枠を使用することもできるが、木製のコンクリートパネル及びその補強材の組み合わせを使用してもよい。   As shown in FIG. 1, the main mold 10 is a core member that applies pressure to the concrete 30 to be placed and supports the concrete 30 so as to form a certain shape. As the main formwork 10, a resin formwork or metal formwork having upright portions 12 and reinforcing ribs 13 protruding from the plate 11 to the opposite side of the concrete 30 can be used. A combination of reinforcements may be used.

実施の形態1では、主型枠10が直接コンクリート30に接することはなく、主型枠10とコンクリート30との間に、付加型枠20が介在する。付加型枠20は、コンクリート30に接触し、所望の凹凸や溝を形成するための化粧型枠22を有する。   In the first embodiment, the main mold 10 does not directly contact the concrete 30, and the additional mold 20 is interposed between the main mold 10 and the concrete 30. The additional mold 20 has a decorative mold 22 for making contact with the concrete 30 and forming desired irregularities and grooves.

化粧型枠22は、通常ゴム、ウレタン等の弾性材あるいは発泡体等で形成されており、それ自体では十分な強度を有しない。そのため、化粧型枠22には、支持板21が裏打ちされている。支持板21は、コンクリートパネル、板金、あるいはその他の高剛性な部材で任意に構成できる。   The decorative frame 22 is usually formed of an elastic material such as rubber or urethane, or a foam, and does not have sufficient strength. Therefore, the support plate 21 is lined on the decorative mold 22. The support plate 21 can be arbitrarily configured with a concrete panel, sheet metal, or other highly rigid member.

また、主型枠10と付加型枠20とは、密着し全体として十分な強度を保持する必要があるため、連結ボルト25等の連結具によって、一体化されている。   Further, the main mold 10 and the additional mold 20 need to be in close contact with each other and maintain sufficient strength as a whole, and are thus integrated by a connecting tool such as a connecting bolt 25.

その結果、図2に示すように、主型枠10の板体11の厚さを除いても、支持板21の厚さA及び化粧型枠22の厚さBの和だけ、主型枠10のみを用いる場合に比べ、型枠全体の厚さが大きくなっている。   As a result, as shown in FIG. 2, even if the thickness of the plate 11 of the main mold 10 is excluded, the main mold 10 is equal to the sum of the thickness A of the support plate 21 and the thickness B of the decorative mold 22. Compared to the case of using only the thickness, the thickness of the entire mold is larger.

一方、板体11のコンクリート30の反対側の面は、温度センサ44の出力値を処理する回路(図示せず)を収納するケース40の取付面11aとなっている。取付面11aから板体11を厚さ方向に貫通し、所定断面形状をなす、開口部11bを開設し、開口部11bに温度センサ44を収納するセンサ筐体42を嵌合する。   On the other hand, the surface of the plate 11 opposite to the concrete 30 is a mounting surface 11 a of the case 40 that houses a circuit (not shown) that processes the output value of the temperature sensor 44. An opening 11b that penetrates the plate 11 from the mounting surface 11a in the thickness direction and has a predetermined cross-sectional shape is opened, and a sensor housing 42 that houses the temperature sensor 44 is fitted into the opening 11b.

図3に拡大して示すように、センサ筐体42のコンクリート30側の端面には、熱伝導性が良好な肉薄の金属板43が貼り付けられ、金属板43の内側に、サーミスタ等の温度センサ44が搭載される。   As shown in an enlarged view in FIG. 3, a thin metal plate 43 with good thermal conductivity is attached to the end surface of the sensor housing 42 on the concrete 30 side, and the temperature of a thermistor or the like is placed inside the metal plate 43. A sensor 44 is mounted.

しかしながら、センサ筐体42とコンクリート30の間には、上記厚さの和(A+B)だけの距離がある。そのため、センサ筐体42が当接する位置に、化粧型枠22及び支持板21とを貫通する貫通孔26を開け、貫通孔26に伝熱体41を嵌め込む。これにより、伝熱体41及び金属板43を介して、温度センサ44がコンクリート30と熱結合されることになる。   However, there is a distance between the sensor housing 42 and the concrete 30 by the sum of the thicknesses (A + B). Therefore, a through hole 26 that penetrates the decorative mold frame 22 and the support plate 21 is opened at a position where the sensor housing 42 abuts, and the heat transfer body 41 is fitted into the through hole 26. As a result, the temperature sensor 44 is thermally coupled to the concrete 30 via the heat transfer body 41 and the metal plate 43.

実際には、化粧型枠22及び支持板21の厚さは、さまざまである。このため、段階別の長さを設定し、長さ毎に伝熱体41を用意するとよい。さらに、化粧型枠22及び支持板21の厚さには、ばらつきがあることも多い。したがって、図3に示すように、誤差を吸収すべく、熱伝導シート45を、金属板43と伝熱体41との間に介装するとよい。   Actually, the thicknesses of the decorative mold 22 and the support plate 21 are various. For this reason, it is good to set the length for every step and prepare the heat transfer body 41 for every length. Furthermore, the thicknesses of the decorative mold 22 and the support plate 21 often vary. Therefore, as shown in FIG. 3, a heat conductive sheet 45 may be interposed between the metal plate 43 and the heat transfer body 41 in order to absorb errors.

さらに、伝熱体41及びセンサ筐体42の周囲に断熱材を配置し、化粧型枠等への放熱を抑制し、温度センサ44側への熱伝導性を向上させるのが望ましい。   Furthermore, it is desirable to arrange a heat insulating material around the heat transfer body 41 and the sensor casing 42 to suppress heat radiation to the decorative mold and the like and to improve the thermal conductivity toward the temperature sensor 44 side.

このようにすれば、付加型枠の厚さ分だけ、コンクリートと温度センサとの間の距離が長くなる場合であっても、有効に対応することができる。   In this way, even when the distance between the concrete and the temperature sensor is increased by the thickness of the additional mold, it is possible to effectively cope with it.

(実施の形態2)
実施の形態2は、実施の形態1とは異なり、コンクリート30の表面温度を、非接触で計測する場合に関する。したがって、実施の形態1のように付加型枠がある場合だけでなく、主型枠10のみでコンクリート30を支持する場合にも適用できる。一方、実施の形態2においても、温度センサがコンクリート30の表面から一定距離離れているという点では、実施の形態1と共通する。
(Embodiment 2)
The second embodiment is different from the first embodiment in that the surface temperature of the concrete 30 is measured in a non-contact manner. Therefore, the present invention can be applied not only when there is an additional mold as in the first embodiment, but also when the concrete 30 is supported only by the main mold 10. On the other hand, the second embodiment is also the same as the first embodiment in that the temperature sensor is separated from the surface of the concrete 30 by a certain distance.

図4は、本発明の実施の形態2におけるセンサ筐体及び温度センサを示す縦断面図である。図4に示すように、板体11の所定位置に板体11を厚さ方向に貫通する開口部11bが開設され、開口部11bに、センサ筐体50が嵌合される。センサ筐体50の図4左側端面は、コンクリート30に当接する。   FIG. 4 is a longitudinal sectional view showing a sensor housing and a temperature sensor according to Embodiment 2 of the present invention. As shown in FIG. 4, an opening 11b that penetrates the plate 11 in the thickness direction is opened at a predetermined position of the plate 11, and the sensor housing 50 is fitted into the opening 11b. The left end surface of the sensor housing 50 in FIG.

センサ筐体50は、図4に示す状態において、その断面がC字状をなす熱伝導性のキャップ51を有する。キャップ51の図4右側端面(開口部)には、基板52が固着されており、基板52の内側中央部には、赤外線温度センサ53が搭載されている。さらに、センサ筐体50の外側には、これを包囲するように断熱材54が配設される。   In the state shown in FIG. 4, the sensor housing 50 has a thermally conductive cap 51 whose cross section is C-shaped. A substrate 52 is fixed to the right end surface (opening) of the cap 51 in FIG. 4, and an infrared temperature sensor 53 is mounted on the inner central portion of the substrate 52. Further, a heat insulating material 54 is disposed outside the sensor casing 50 so as to surround the sensor casing 50.

図4に示すように、赤外線温度センサ53からコンクリート30の右側面までには、一定距離Lが開けられることになる。図4の左側が赤外線温度センサ53の赤外線入射口であり、赤外線温度センサ53は、センサ筐体51の内側から発せられる赤外線量を計測する。   As shown in FIG. 4, a certain distance L is opened from the infrared temperature sensor 53 to the right side surface of the concrete 30. The left side of FIG. 4 is an infrared incident port of the infrared temperature sensor 53, and the infrared temperature sensor 53 measures the amount of infrared rays emitted from the inside of the sensor housing 51.

センサ筐体51の内部には、酸化処理等、放射率を向上する処理を施すことが望ましい。しかしながら、放射率のばらつきがなければ、このような処理を省略してもよい。   It is desirable to perform a process for improving the emissivity such as an oxidation process inside the sensor casing 51. However, if there is no variation in emissivity, such processing may be omitted.

実施の形態1では、伝熱体41による熱伝導を前提とするため、放熱の抑制に限界を生じやすい。一方、実施の形態2では、非接触方式による温度計測を行っているため、放熱抑制効果が高いという利点がある。   In the first embodiment, since heat conduction by the heat transfer body 41 is premised, there is a limit to the suppression of heat dissipation. On the other hand, in the second embodiment, since temperature measurement is performed by a non-contact method, there is an advantage that the effect of suppressing heat dissipation is high.

赤外線温度センサ53の開口角度は、90度以上であることが多い。したがって、一般には、赤外線温度センサ53を熱源であるコンクリート30にできるだけ近接させる必要がある。これは、言い換えると、赤外線温度センサ53とコンクリート30との距離を小さく設定することになる。   The opening angle of the infrared temperature sensor 53 is often 90 degrees or more. Therefore, in general, it is necessary to place the infrared temperature sensor 53 as close as possible to the concrete 30 as a heat source. In other words, the distance between the infrared temperature sensor 53 and the concrete 30 is set to be small.

しかしながら、実施の形態2のように、センサ筐体51のキャップ50を使用すると、上記距離を大きめに設定したとしても、コンクリート30が発する赤外線の大部分を捉えることができる。言い換えれば、図4の距離Lを実態にあうように長めに設定できることになり、支障なく温度計測を行える。   However, when the cap 50 of the sensor housing 51 is used as in the second embodiment, most of infrared rays emitted from the concrete 30 can be captured even if the distance is set to be large. In other words, the distance L in FIG. 4 can be set longer to meet the actual condition, and temperature measurement can be performed without hindrance.

なお、センサ筐体50の内部は、空洞(つまり空気)としてもよい。一方、同内部に、ポリエチレン樹脂製の部材やポリエチレン樹脂そのものを装填又は充填してもよい。このようにすると、空気中に含まれる水蒸気による誤差や、結露あるいは氷結等による悪影響を回避できる。また、センサ44、53が検出した信号は、センサ筐体42、50に収納される回路(図示せず)に出力される。   Note that the inside of the sensor housing 50 may be a cavity (that is, air). On the other hand, a polyethylene resin member or a polyethylene resin itself may be loaded or filled in the inside. In this way, it is possible to avoid errors caused by water vapor contained in the air and adverse effects due to condensation or icing. The signals detected by the sensors 44 and 53 are output to a circuit (not shown) accommodated in the sensor housings 42 and 50.

本発明の実施の形態1における主型枠及び付加型枠を示す縦断面図The longitudinal cross-sectional view which shows the main formwork and additional formwork in Embodiment 1 of this invention 本発明の実施の形態1におけるセンサ筐体及び伝熱体を示す縦断面図The longitudinal cross-sectional view which shows the sensor housing | casing and heat exchanger in Embodiment 1 of this invention 図2の一部拡大図Partial enlarged view of FIG. 本発明の実施の形態2におけるセンサ筐体及び温度センサを示す縦断面図The longitudinal cross-sectional view which shows the sensor housing | casing and temperature sensor in Embodiment 2 of this invention

10 主型枠
11 板体
11a 取付面
11b 開口部
12 起立部
13 補強リブ
20 付加型枠
21 支持板
22 化粧型枠
25 連結ボルト
26 貫通孔
30 コンクリート
40 ケース
41 伝熱体
42、50 センサ筐体
43 金属板
44 温度センサ
45 熱伝導シート
51 キャップ
52 基板
53 赤外線温度センサ
54 断熱材
DESCRIPTION OF SYMBOLS 10 Main mold frame 11 Plate body 11a Mounting surface 11b Opening part 12 Standing part 13 Reinforcement rib 20 Additional mold frame 21 Support plate 22 Cosmetic mold frame 25 Connection bolt 26 Through hole 30 Concrete 40 Case 41 Heat-transfer body 42, 50 Sensor housing 43 Metal Plate 44 Temperature Sensor 45 Thermal Conductive Sheet 51 Cap 52 Substrate 53 Infrared Temperature Sensor 54 Heat Insulating Material

Claims (3)

打設されたコンクリートに圧力を加え一定形状となるように支持する板体を有する主型枠に、前記打設されたコンクリートの表面温度を計測する温度センサが、前記打設されたコンクリートから所定距離離れた位置に取り付けられる温度センサ付き型枠であって、
前記板体に前記板体を厚さ方向に貫通する開口部を開設し、
前記開口部に前記温度センサを内部に収納するセンサ筐体を嵌合することを特徴とする温度センサ付き型枠。
A temperature sensor for measuring a surface temperature of the placed concrete is provided on the main mold having a plate body that supports the placed concrete by applying pressure to form a predetermined shape. A mold with a temperature sensor attached at a distance,
Opening the plate body in the thickness direction through the plate body,
A mold having a temperature sensor, wherein a sensor housing that houses the temperature sensor is fitted into the opening.
基端部が前記センサ筐体に熱結合されると共に、先端部が前記基端部から前記所定距離突出し、前記打設されたコンクリ−トに当接する伝熱体を有する請求項1記載の温度センサ付き型枠。 2. The temperature according to claim 1, further comprising a heat transfer body that has a proximal end portion thermally coupled to the sensor casing, and a distal end portion that protrudes from the proximal end portion by the predetermined distance and that contacts the placed concrete. Formwork with sensor. 前記温度センサは、赤外線温度センサであり、
前記センサ筐体には、
前記開口部に嵌合され、かつ、先端面が前記打設されたコンクリートに当接するキャップと、
前記キャップの前記先端面とは反対側に固着される基板と、
前記基板上に固定され、前記打設されたコンクリートから前記所定距離離れた位置に位置する前記赤外線温度センサとが設けられる請求項1記載の温度センサ付き型枠。
The temperature sensor is an infrared temperature sensor;
In the sensor housing,
A cap fitted into the opening, and a tip surface of which abuts against the placed concrete;
A substrate fixed to the side of the cap opposite to the tip surface;
The mold with a temperature sensor according to claim 1, wherein the infrared temperature sensor is fixed on the substrate and is located at a position away from the placed concrete by the predetermined distance.
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Cited By (1)

* Cited by examiner, † Cited by third party
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KR102675230B1 (en) * 2023-06-26 2024-06-14 박상도 Gangform with temperature control and curing status check function

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US4566806A (en) * 1981-10-23 1986-01-28 Debondt Dick Method and device for controlling the curing rate of concrete
JPS6344076A (en) * 1986-08-08 1988-02-25 株式会社竹中工務店 Mold release timing detection method in case of placing of concrete
JPH02311662A (en) * 1989-05-24 1990-12-27 Kanetatsu Ikeda Concrete laying mold plate frame and laying of concrete
JP2014025277A (en) * 2012-07-27 2014-02-06 Just Will Co Ltd Form system
JP2014098260A (en) * 2012-11-14 2014-05-29 Shirakai:Kk Curing management system for concrete structure
JP5828033B2 (en) * 2012-08-03 2015-12-02 Semitec株式会社 Contact-type infrared temperature sensor, thermal equipment and exhaust system used in high temperature measurement

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Publication number Priority date Publication date Assignee Title
US4566806A (en) * 1981-10-23 1986-01-28 Debondt Dick Method and device for controlling the curing rate of concrete
JPS6344076A (en) * 1986-08-08 1988-02-25 株式会社竹中工務店 Mold release timing detection method in case of placing of concrete
JPH02311662A (en) * 1989-05-24 1990-12-27 Kanetatsu Ikeda Concrete laying mold plate frame and laying of concrete
JP2014025277A (en) * 2012-07-27 2014-02-06 Just Will Co Ltd Form system
JP5828033B2 (en) * 2012-08-03 2015-12-02 Semitec株式会社 Contact-type infrared temperature sensor, thermal equipment and exhaust system used in high temperature measurement
JP2014098260A (en) * 2012-11-14 2014-05-29 Shirakai:Kk Curing management system for concrete structure

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102675230B1 (en) * 2023-06-26 2024-06-14 박상도 Gangform with temperature control and curing status check function

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