JPH0222437Y2 - - Google Patents

Info

Publication number
JPH0222437Y2
JPH0222437Y2 JP1984032219U JP3221984U JPH0222437Y2 JP H0222437 Y2 JPH0222437 Y2 JP H0222437Y2 JP 1984032219 U JP1984032219 U JP 1984032219U JP 3221984 U JP3221984 U JP 3221984U JP H0222437 Y2 JPH0222437 Y2 JP H0222437Y2
Authority
JP
Japan
Prior art keywords
heat
temperature
heating element
concrete
electric heating
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
JP1984032219U
Other languages
Japanese (ja)
Other versions
JPS60143835U (en
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 filed Critical
Priority to JP3221984U priority Critical patent/JPS60143835U/en
Publication of JPS60143835U publication Critical patent/JPS60143835U/en
Application granted granted Critical
Publication of JPH0222437Y2 publication Critical patent/JPH0222437Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、寒冷時に建築物や土木構造物の現
場打込みコンクリートが、凍結して変質すること
を防止し硬化反応を進行させて良質のコンクリー
トを提供するために、そのコンクリートを一定の
制限温度以上に維持する対策、いわゆる保温養生
の機能を付加したコンクリート型わく用のパネル
に関する。
[Detailed explanation of the invention] [Industrial application field] This invention prevents the concrete poured on site for buildings and civil engineering structures from freezing and deteriorating in cold weather, promotes the hardening reaction, and produces high-quality concrete. This invention relates to panels for concrete mold frames that have a so-called heat retention curing function, which is a measure to maintain the concrete above a certain temperature limit.

〔従来技術および問題点〕[Prior art and problems]

従来の保温養生の方法としては、次に述べるも
のが一般に知られている。
The following methods are generally known as conventional heat retention methods.

第1図aに示すように現場打ちコンクリート
1の表面や型わく2の周辺を断熱材料の保温用
シート3などで遮蔽して、熱的な絶縁を計り温
度の低下を防止するもの。ここで4は、シート
3の支持枠である。
As shown in Figure 1a, the surface of cast-in-place concrete 1 and the periphery of mold frame 2 are shielded with a heat-retaining sheet 3 made of heat-insulating material to provide thermal insulation and prevent a drop in temperature. Here, 4 is a support frame for the seat 3.

第1図bに示すように支持枠4を枠組みして
保温用シート3で覆い、支持枠4に加熱用の電
球5を設けると共に、現場打ちコンクリート1
の表面に電熱シート6を設けて、現場打ちコン
クリート1を積極的に加熱し保温用シート3で
熱的絶縁を行うことで、気温低下が著しい場合
に対処するもの。
As shown in FIG. 1b, a support frame 4 is framed and covered with a heat-retaining sheet 3, a heating light bulb 5 is provided on the support frame 4, and cast-in-place concrete 1
An electric heating sheet 6 is provided on the surface of the cast-in-place concrete 1 to actively heat it, and a heat-retaining sheet 3 provides thermal insulation, thereby dealing with cases where the temperature drops significantly.

第1図cに示すようにの変形例で、現場打
ちコンクリート1および型わく2を覆うものに
保温用仮設建屋7、加熱用熱源にバーナー8を
それぞれ用いて保温および加熱効果を高めたも
の。
This is a modified example as shown in Fig. 1c, in which a temporary building for heat insulation 7 is used to cover the cast-in-place concrete 1 and the mold frame 2, and a burner 8 is used as a heat source for heating to enhance heat retention and heating effects.

しかしこのような従来の保温対策では、コンク
リートの表面が、上面などの露出面にはいろいろ
の効果的方法が行われているが,例のような
側面や底面のように型わくパネルで覆われている
部分では断熱効果が不確実で、予想より気温が低
下するとコンクリートを凍結させる危険がある。
またこの断熱設備では、移設の繰返しにより材料
の損耗が大きく、材料費、人件費等のコストが多
く掛る。そしての場合の仮設建屋7は、断熱に
よる保温効果を得やすいが、,よりもさらに
多くの仮設建屋組立て費等のコストが掛る。
However, with these conventional heat retention measures, various effective methods are used for exposed surfaces such as the top of the concrete, but when the concrete surface is covered with molded panels such as the sides and bottom, The insulation effect is uncertain in the areas covered by the concrete, and there is a risk that the concrete will freeze if the temperature drops lower than expected.
In addition, with this heat insulation equipment, material wear and tear is large due to repeated relocation, and costs such as material costs and labor costs are high. The temporary building 7 in the case of . and . . . easily obtains a heat retaining effect due to insulation, but costs such as assembly costs for the temporary building are higher than in the case of .

次に従来の型わくの加熱設備では、,の場
合とも型わくパネルの外周から間接的に加熱して
いるので、空気の対流と型わくパネルの反射によ
る損失、型わくパネルの熱貫流抵抗などの影響に
より、断熱設備の効果が低く熱の利用率が悪い。
または熱源が点状に分散配置しているので、空
気の対流や風の影響、熱貫流抵抗のばらつきなど
の影響により、コンクリートの表面温度を計画値
へ均等に制御することが困難で、甚だしい場合は
局部的な凍結や過熱を起す危険がある。そして
のようにバーナー、ストーブなどの熱源は、作業
空間の空気を汚染する。
Next, with conventional mold frame heating equipment, heating is performed indirectly from the outer periphery of the mold frame panel in both cases, so losses due to air convection and reflection from the mold frame panel, heat flow resistance of the mold frame panel, etc. Due to this, the effectiveness of insulation equipment is low and the heat utilization rate is poor.
Or, because the heat sources are dispersed in points, it is difficult to uniformly control the surface temperature of the concrete to the planned value due to the effects of air convection, wind, and variations in heat flow resistance, and in severe cases. There is a risk of localized freezing and overheating. And heat sources such as burners, stoves, etc. pollute the air in the work space.

また打設したコンクリートに電極を配置して通
電し直接加熱する方法があり最も熱効率は高いが
コンクリートの形状により電流分布が複雑に変り
抵抗の温度係数の変化が大きく、コンクリートに
埋設された金属管、鉄筋、タイロツドや金属制型
わくパネルなどにより電流がシヤントされるので
電流分布、発熱分布の制御が困難である。そして
漏電、感電の危険がある。
Another method is to heat the concrete directly by placing electrodes on it and passing electricity through it, which has the highest thermal efficiency, but the current distribution changes complicatedly depending on the shape of the concrete, and the temperature coefficient of resistance changes greatly. Since the current is shunted by reinforcing bars, tie rods, metal frame panels, etc., it is difficult to control the current distribution and heat generation distribution. There is also a risk of electrical leakage and electric shock.

〔考案の目的〕[Purpose of invention]

この考案は、前述した事情に鑑み創案されたも
ので、その目的は簡単な構造で材料費、型わく組
立て時の人件費などが掛らずコストを低く抑える
ことができ、しかも現場打ちコンクリートの養生
効果が確実な保温養生部を有する型わくパネルを
提供することにある。
This idea was devised in view of the above-mentioned circumstances, and its purpose was to have a simple structure, reduce material costs, labor costs for assembling the mold, etc., and to keep costs low. To provide a molded frame panel having a heat-retaining curing part with a reliable curing effect.

〔考案の構成〕[Structure of the idea]

この考案は、複数連結されて現場打ち用のコン
クリート型わくを形成する型わくパネルであり、
パネルの面板の内側に空間部を形成して放熱室と
し、この放熱室の内部に板状の電気発熱体を組込
んで保温養生部とし、放熱室内に型わくパネルの
コンクリート形成面の温度により電気発熱体の発
熱温度制御可能な温度制御装置を設けたことを特
徴とするものである。
This idea is a mold panel that can be connected to form a concrete mold frame for on-site pouring.
A space is formed inside the face plate of the panel to serve as a heat dissipation chamber, and a plate-shaped electric heating element is incorporated inside this heat dissipation chamber to serve as a heat retention curing section. The present invention is characterized in that a temperature control device capable of controlling the heat generation temperature of the electric heating element is provided.

〔実施例〕〔Example〕

以下この考案を図示する実施例によつて説明す
る。
This invention will be explained below with reference to illustrated embodiments.

複数連結されて現場打ちコンクリート用型わく
を形成する型枠パネル10は、パネルの面板9の
内側に空間部13を形成して放熱室11とし、こ
の放熱室11の内部に面板9と平行に板状の電気
発熱体15を組込み、この電気発熱体15の面板
9の反対側面に高伝熱抵抗材料である熱絶縁板1
2を設け保温養生部2としている。
A plurality of formwork panels 10 that are connected together to form a formwork for cast-in-place concrete form a space 13 inside a face plate 9 of the panel to form a heat radiation chamber 11, and a space part 13 is formed inside the face plate 9 of the panel to form a heat radiation chamber 11. A plate-shaped electric heating element 15 is incorporated, and a thermal insulation plate 1 made of a high heat transfer resistance material is installed on the opposite side of the electric heating element 15 from the face plate 9.
2 is provided as a heat retention curing section 2.

なお電気発熱体15は、耐熱耐水、電気絶縁性
の被覆14によつて保護しているが、発熱体15
自身が十分な保護被覆を有する発熱抵抗線を使用
する場合には被覆14を必要としない。またこの
電気発熱体15用の消費電力は、桟材18に取付
けられた接栓部17を通じて、型わくパネル外部
の電源配線から供給される。
Note that the electric heating element 15 is protected by a heat-resistant, water-resistant, and electrically insulating coating 14;
The coating 14 is not required when using a heat generating resistance wire which itself has a sufficient protective coating. Further, power consumption for the electric heating element 15 is supplied from a power supply wiring outside the mold frame panel through a plug 17 attached to the crosspiece 18.

このような構成の型わくパネル10により現場
打ちコンクリート1の保温養生を行なう場合は型
わくパネル10で形成された型わくに電気発熱体
15へ接栓部17から電力を供給して発熱させ
る。
When insulating and curing cast-in-place concrete 1 using the mold panel 10 having such a configuration, electric power is supplied from the plug 17 to the electric heating element 15 in the mold frame formed by the mold panel 10 to generate heat.

この時の電気発熱体15の熱出力は、現場打ち
コンクリート1の内部熱(打設前から保有する熱
および硬化熱)が、型わくパネル10の外面へ流
出する最大損失量と同じに製作する。この最大損
失量とはコンクリートの保温養生設定温度(Ts,
例えば5℃)と型わくパネル10の外面の設定最
低気温(To,min)との温度差において同パネ
ル10外面の風速が設定最大値のときに、同パネ
ル10を通じて外面に流出する熱の損失量であ
る。
The heat output of the electric heating element 15 at this time is made to be the same as the maximum loss amount of the internal heat of the cast-in-place concrete 1 (heat held before pouring and hardening heat) flowing out to the outside surface of the form panel 10. . This maximum loss is the concrete heat retention curing set temperature (Ts,
For example, when the wind speed on the outside of the panel 10 is at the set maximum value at a temperature difference between the set minimum temperature (To, min) on the outside of the mold frame panel 10 and the temperature difference between It is quantity.

その結果同パネル10を通じて流出する熱損失
が発熱体15によつて補償される。そしてコンク
リートは通常打設前に設定保温養生温度(Ts)
以上に加温されているのでコンクリート形成面1
0a打設時の温度以上を維持する。
As a result, the heat loss flowing through the panel 10 is compensated by the heating element 15. Concrete is usually set at a curing temperature (Ts) before pouring.
Concrete forming surface 1
0a Maintain the temperature at or above the time of pouring.

そのためコンクリート内部温度は、コンクリー
ト表面すなわち形成面10aより低くなり得ない
ので、養生設定温度以上に維持出来る。
Therefore, the internal temperature of the concrete cannot be lower than the concrete surface, that is, the forming surface 10a, so that it can be maintained above the curing set temperature.

またコンクリートの硬化熱量が増加してその内
部温度が養生設定温度より上昇した場合は、型わ
くパネル10を介して流出する熱量が増加して過
度のコンクリートの温度上昇を抑制し、適生な養
生温度の範囲を維持できる。
Furthermore, if the curing heat of the concrete increases and its internal temperature rises above the curing set temperature, the heat flowing out through the formwork panel 10 will increase, suppressing the excessive rise in concrete temperature, and ensuring proper curing. Can maintain temperature range.

パネル外気温が設定最低外気温度(To,min)
より上昇してコンクリート形成面10aの温度を
押し上げたり、コンクリートの硬化熱が大きくて
許容保温養生温度(Ts,max)を超過する恐れ
のある場合は、コンクリートの温度を監視して発
熱体15の電源を手動または自動で開閉制御して
保温養生温度を許容温度範囲に維持する。
Panel outside air temperature is the minimum outside air temperature set (To, min)
If the temperature of the concrete forming surface 10a increases, or if the curing heat of the concrete is large and there is a risk of exceeding the allowable heat retention curing temperature (Ts, max), monitor the concrete temperature and adjust the temperature of the heating element 15. The power supply is controlled to open and close manually or automatically to maintain the heat retention temperature within the permissible temperature range.

そして電気発熱体15に設けた熱絶縁板12は
型わくパネル10の熱貫流抵抗を増加し、コンク
リートおよび電気発熱体15の熱損失を抑制でき
る。そのため電気発熱体15の熱出力を少くでき
省エネルギ効果を得られる。
The heat insulating plate 12 provided on the electric heating element 15 increases the heat flow resistance of the mold panel 10, and can suppress heat loss between the concrete and the electric heating element 15. Therefore, the heat output of the electric heating element 15 can be reduced, resulting in an energy saving effect.

また、パネル10は放熱室12内に温度制御装
置16(サーマルリレー等)を設けて放熱室内温
度を検知し、発熱体15の消費電力を調整してコ
ンクリート形成面10aの温度を一定に保ち、型
わくパネル10の外面の気温(To)が設定最低
外気温度(To,min)以上で大きく変動するよ
うな場合にも保温養生温度を設定値に近く維持す
る機能を有する。
In addition, the panel 10 includes a temperature control device 16 (such as a thermal relay) in the heat radiation chamber 12 to detect the temperature in the heat radiation chamber, and adjusts the power consumption of the heating element 15 to keep the temperature of the concrete forming surface 10a constant. Even when the air temperature (To) on the outside surface of the mold frame panel 10 fluctuates significantly above the set minimum outside air temperature (To, min), it has a function of maintaining the heat retention curing temperature close to the set value.

特に外気温度(To)が大きく上昇してそのた
めコンクリート温度が許容養生温度(Ts,max)
を超過して加熱する危険の防止が可能である。
In particular, the outside air temperature (To) has increased significantly and the concrete temperature has therefore decreased to the allowable curing temperature (Ts, max).
It is possible to prevent the danger of overheating.

このようにすると外気温に大きな変化があつて
も適正な養生温度を維持することができ、またコ
ンクリート形成面10aの温度が上がると発熱体
15の消費電力が制限できる等の省エネ効果があ
る。
In this way, an appropriate curing temperature can be maintained even if there is a large change in the outside temperature, and when the temperature of the concrete forming surface 10a rises, the power consumption of the heating element 15 can be limited, resulting in energy saving effects.

次に第4図のように放熱室11内において電気
発熱体15の両面に熱絶縁板12を設けるこの考
案の型わくパネル10の別実施例について述べ
る。
Next, another embodiment of the frame panel 10 of this invention will be described in which heat insulating plates 12 are provided on both sides of the electric heating element 15 in the heat radiation chamber 11 as shown in FIG.

前述した実施例の電気発熱体15の発生熱は、
型わくパネル10の面板の(コンクリート形成面
10a)およびコンクリートの加熱を行うもので
あるのに対してこの実施例は、発熱体15の両面
が熱絶縁板12で覆われているため発生熱は主と
して放熱室11内の加熱を行なうものである。
The heat generated by the electric heating element 15 of the above-mentioned embodiment is
In contrast to the heating of the face plate (concrete forming surface 10a) of the mold frame panel 10 and the concrete, in this embodiment, both sides of the heating element 15 are covered with thermal insulation plates 12, so that the generated heat is It mainly heats the inside of the heat radiation chamber 11.

このようにすると少ない消費電力で放熱室11
内を高温度の壁面を形成することができ、コンク
リート1の内部熱が型わくパネル10の外へ流出
することを抑制する。そのためコンクリート1は
硬化熱によつて自己加熱して、必要な保温養生温
度を維持できる。
In this way, the heat dissipation chamber 11 can be used with less power consumption.
A wall surface having a high temperature inside can be formed, and the internal heat of the concrete 1 is suppressed from flowing out of the form panel 10. Therefore, the concrete 1 is self-heated by the curing heat and can maintain the necessary heat retention curing temperature.

このようにこの実施例では、特に省エネ効果が
高い。
As described above, this embodiment has a particularly high energy saving effect.

またこの実施例では、桟材18を直接面板9に
固定しており、桟材18に加わる組立時の外力が
放熱室11に掛らないので安全である。
Further, in this embodiment, the crosspiece 18 is directly fixed to the face plate 9, and the external force applied to the crosspiece 18 during assembly is not applied to the heat radiation chamber 11, so it is safe.

なおダム工事用などの大形のパネルで1面のカ
バーするコンクリート形成面10aに大きな温度
差が生ずる恐れがある用途のものでは第4図例の
ように電気発熱体を複数に分割し個々に温度制御
装置を設けて独立にコントロールする方法によつ
て均等な温度で保温養生が出来る。
In addition, for applications where large temperature differences may occur on the concrete forming surface 10a covered by one large panel such as for dam construction, the electric heating element may be divided into multiple parts as shown in the example in Fig. 4. By installing a temperature control device and controlling it independently, it is possible to maintain heat retention at a uniform temperature.

〔考案の効果〕[Effect of idea]

この考案は、以上のような構成からなり、次に
述べる効果を有する。
This invention has the above configuration and has the following effects.

複数連結して型わくを形成する型わくパネル
に、その内部に設けた放熱室と、この放熱室内
に組込んだ電気発熱体とからなる保温養生部を
備えた簡単な構造であり、型わく組立ておよび
保守等が容易に行なえコストが安くなる。また
電気発熱体により確実に現場打ちコンクリート
の養生を行なえる。
It has a simple structure, consisting of a plurality of mold frame panels connected together to form a mold frame, a heat radiating chamber provided inside the panel, and a heat retention curing section consisting of an electric heating element built into the heat radiating chamber. Assembly and maintenance are easy and costs are low. In addition, the electric heating element enables reliable curing of cast-in-place concrete.

電気発熱体を熱絶縁材料で覆えば、断熱効果
が高いために放熱室内を少ない電力で所定温度
に保て、電気発熱体への給電がより節約できコ
ストが安くなる。
If the electric heating element is covered with a heat insulating material, the heat insulating effect is high, so the inside of the heat dissipation chamber can be maintained at a predetermined temperature with less electric power, and the power supply to the electric heating element can be further saved, resulting in lower costs.

放熱室内に、コンクリート形成面の温度を検
出し、電気発熱体の温度制御をすることによ
り、外気温の変化が激しい場所でも現場打ちコ
ンクリートの温度を適宜調整でき最適な保温養
生が行なえる。
By detecting the temperature of the concrete forming surface in the heat dissipation chamber and controlling the temperature of the electric heating element, the temperature of cast-in-place concrete can be adjusted appropriately even in places where the outside temperature changes rapidly, and optimal heat retention and curing can be performed.

加熱源として電気発熱体を使用するので、作
業空間の空気を汚染することがなく、また養生
作業にあたつての危険がない。
Since an electric heating element is used as a heating source, there is no contamination of the air in the work space, and there is no danger during curing work.

電気発熱体、温度制御装置等の主要構成部品
は、堅牢な放熱室内に収容しており、保護され
ている。そのため損傷を受けることが少なく長
寿命が得られる。
Main components such as electric heating elements and temperature control devices are housed and protected within a robust heat dissipation chamber. Therefore, it is less likely to be damaged and has a long lifespan.

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

第1図a,b,cは従来のコンクリート型わく
の保温養生を示した断面図、第2図はこの考案の
コンクリート型わくを形成する型わくパネルの斜
視図、第3図は第2図のA−A線断面図、第4図
は型わくパネルの別態様を示した断面図である。 1…コンクリート、2…型わく、3…保温用シ
ート、4…支持枠、5…電球、6…電熱シート、
7…仮設建屋、8…バーナー、9…面板、10…
型わくパネル、10a…形成面、11…放熱室、
12…熱絶縁板、13…空間部、14…被覆、1
5…電気発熱体、16…温度制御装置、17…接
栓部、18…桟材、19…電源コード、20…受
け口、21…カバー、22…リード線。
Figures 1 a, b, and c are cross-sectional views showing heat retention and curing of conventional concrete mold frames, Figure 2 is a perspective view of mold frame panels that form the concrete mold frame of this invention, and Figure 3 is Figure 2. FIG. 4 is a cross-sectional view showing another embodiment of the mold frame panel. 1... Concrete, 2... Mold frame, 3... Heat retention sheet, 4... Support frame, 5... Light bulb, 6... Electric heating sheet,
7... Temporary building, 8... Burner, 9... Face plate, 10...
Mold frame panel, 10a...formation surface, 11...heat radiation chamber,
12... Heat insulation plate, 13... Space part, 14... Coating, 1
5... Electric heating element, 16... Temperature control device, 17... Connection portion, 18... Crosspiece, 19... Power cord, 20... Socket, 21... Cover, 22... Lead wire.

Claims (1)

【実用新案登録請求の範囲】 (1) 複数連結されて現場打ち用のコンクリート型
わくを形成する型わくパネルであり、パネルの
面板の内側に空間部を形成して放熱室とし、こ
の放熱室の内部に板状の電気発熱体を組込んで
保温養生部とし、放熱室内に型わくパネルのコ
ンクリート形成面の温度により電気発熱体の発
熱温度制御可能な温度制御装置を設けたことを
特徴とする現場打ちコンクリート型わく用パネ
ル。 (2) 電気発熱体の面板側の面を熱絶縁材料で覆う
ことを特徴とする実用新案登録請求の範囲第1
項記載の現場打ちコンクリート型わく用パネ
ル。 (3) 電気発熱体の面板と反対側の面を熱絶縁材料
で覆うことを特徴とする実用新案登録請求の範
囲第1項記載の現場打ちコンクリート型わく用
パネル。
[Scope of Claim for Utility Model Registration] (1) A mold frame panel that is connected in plurality to form a concrete mold frame for on-site casting, and a space is formed inside the face plate of the panel to form a heat radiating chamber, and this heat radiating chamber A plate-shaped electric heating element is incorporated inside the mold to serve as a heat retention curing section, and a temperature control device is provided in the heat radiation chamber that can control the heat generation temperature of the electric heating element according to the temperature of the concrete forming surface of the mold panel. Panels for cast-in-place concrete type frames. (2) Claim No. 1 for utility model registration, which is characterized in that the face plate side surface of the electric heating element is covered with a thermally insulating material.
Panels for cast-in-place concrete type frames as described in Section 1. (3) The cast-in-place concrete type frame panel according to claim 1, which is characterized in that the surface of the electric heating element opposite to the face plate is covered with a heat insulating material.
JP3221984U 1984-03-06 1984-03-06 Cast-in-place concrete frame panel Granted JPS60143835U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3221984U JPS60143835U (en) 1984-03-06 1984-03-06 Cast-in-place concrete frame panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3221984U JPS60143835U (en) 1984-03-06 1984-03-06 Cast-in-place concrete frame panel

Publications (2)

Publication Number Publication Date
JPS60143835U JPS60143835U (en) 1985-09-24
JPH0222437Y2 true JPH0222437Y2 (en) 1990-06-18

Family

ID=30533532

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3221984U Granted JPS60143835U (en) 1984-03-06 1984-03-06 Cast-in-place concrete frame panel

Country Status (1)

Country Link
JP (1) JPS60143835U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5188647B1 (en) * 2012-11-14 2013-04-24 株式会社白海 Curing management system for concrete structures

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100468804B1 (en) * 2002-08-22 2005-02-05 (주)도원엔지니어링건축사사무소 An Apparatus for become hard of concrete
KR101051556B1 (en) * 2008-08-29 2011-07-22 주식회사 알토 Winter Concrete Curing Method Using Luminaires
JP5946639B2 (en) * 2011-12-27 2016-07-06 株式会社Just.Will Recyclable formwork
JP6647799B2 (en) * 2015-04-20 2020-02-14 日本車輌製造株式会社 Quality control method for fresh concrete and method for manufacturing concrete structure
IT202100004205A1 (en) * 2021-02-23 2022-08-23 C3 Concrete Cube Certainty S R L IMPROVED CONSTRUCTION CUBIERA

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5349544Y2 (en) * 1974-10-24 1978-11-28

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5188647B1 (en) * 2012-11-14 2013-04-24 株式会社白海 Curing management system for concrete structures

Also Published As

Publication number Publication date
JPS60143835U (en) 1985-09-24

Similar Documents

Publication Publication Date Title
US3659077A (en) Apparatus for the curing of concrete
JPH0222437Y2 (en)
KR101913280B1 (en) gang form by carbon fiber heating
CN103836950B (en) Efficient solid electric energy storage furnace
KR102193542B1 (en) Uniformly-heating system for curing concrete
CN209874358U (en) Geothermal heating floor structure
KR100958609B1 (en) Plate heating element having structure easing contact construction
WO2013085116A1 (en) Heating form heated by microwaves and construction method of concrete structure
KR101778233B1 (en) Heating unit and concrete curing method using the same
CN113265946B (en) Spontaneous heating template that wet seam of bridge can be installed fast
CN203912440U (en) Heat insulation device
JPH01115884A (en) Method for initially curing concrete
RU211387U1 (en) ELECTRIC HEATER
CN215468079U (en) Preheating cover of casting platform
KR950013659B1 (en) Under-floor heating system
KR102481066B1 (en) Uniformly-heating system for curing concrete using planar heat element
CN113137058B (en) Self-insulation formwork for concrete structure
CN209779959U (en) Assembled residence heating inner partition wall system
RU40757U1 (en) STATIONARY HEAT BATTERIES (STE), APPLIED FOR HEATING ROOMS OF VARIOUS PURPOSE
SU1693093A1 (en) Heating furnace support member
CN210658793U (en) Building with heat preservation and insulation wall structure
KR20180057283A (en) Electric heater apparatus using a Radiator
JPS5914718Y2 (en) Heat treatment furnace ceiling structure
JPS5919172B2 (en) electric slot furnace
CN204741364U (en) Housing of motor