JP7151042B2 - Concrete cooling system and concrete cooling method - Google Patents

Description

The present invention mainly relates to post-cooling of concrete, and more specifically, a formwork unit that cools concrete by cooling a formwork for pouring concrete, thereby suppressing temperature cracks. , a concrete cooling system, and a concrete cooling method.

Concrete, along with steel, is one of the most important construction materials, and is used in a variety of structures, including civil engineering structures such as dams, tunnels, and bridges, and architectural structures such as housing complexes and office buildings. Although this concrete structure may be manufactured in advance in a factory or the like and transported to a predetermined location, in the case of a civil engineering structure or building structure, it is often constructed directly at a predetermined location (site). In any case, a concrete structure is constructed by pouring concrete mixed with cement, water, aggregate, etc. (fresh concrete) into a formwork, waiting for the concrete to harden, and then removing the formwork.

As mentioned above, concrete is a material that hardens with the passage of time, and as time passes, the internal temperature rises due to the hydration reaction of the concrete, the strength increases, and the elastic modulus also increases. is. By the way, cracks may occur in the process of changing from fresh concrete to "hardened concrete" or while it is being used as a structure after hardening. Some cracks in concrete are harmless and do not affect the use of the structure, while others are harmful cracks that seriously affect the use of the structure. Therefore, many of the causes and mechanisms of crack generation have been elucidated, and various methods have been adopted as countermeasures.

The types of cracks are classified according to the cause of their occurrence, and further classified into the causes before hardening of concrete and the causes after hardening of concrete. Causes before hardening include "initial cracks" caused by movement of the mold and abnormal cement setting, and "plastic shrinkage cracks" caused by rapid drying of the surface during curing. On the other hand, the causes after hardening include "dry shrinkage cracks" caused by shrinkage of cement gel due to moisture loss, "physical and chemical cracks" caused by corrosion of reinforcing bars and alkali-aggregate reaction, and excessive load. "Structural cracks" caused by the action and subsidence of structures.

In addition, temperature cracks may become a problem in concrete structures having relatively large member thicknesses (so-called mass concrete). These temperature cracks are broadly classified into those caused by internal restraints and those caused by external restraints, and the processes (mechanisms) leading to crack generation are different.

During the hardening process of concrete, a reaction between water and cement occurs. At that time, heat of hydration is generated, so the temperature of the concrete rises with time. However, if the outside air temperature is low, the surface temperature of the concrete does not rise so much in the portion (outer peripheral portion) near the surface of the concrete due to heat radiation (heat transfer) to the outside air. As a result, a significant temperature difference occurs between the inside and the outer circumference of the concrete, and the inside expands thermally while the outer circumference does not expand so much, so a tensile force acts on the outer circumference. This tensile force causes temperature cracking due to internal restraint.

On the other hand, when the concrete reaches a predetermined temperature, the temperature starts to drop, and the concrete tends to thermally shrink as a whole along with the temperature drop. However, where it is in contact with existing concrete or the like, it cannot contract freely because it is in a restrained state. As a result, a tensile force acts on the portion of the concrete that is particularly constrained to the outside. This tensile force causes thermal cracking due to external restraint. Temperature cracks due to external restraint often become cracks that penetrate the frame.

In this way, although the generation mechanisms of temperature cracks due to internal restraint and temperature cracks due to external restraint are different, they have in common that the temperature rise of concrete caused by the heat of hydration of cement is the cause. Therefore, as a countermeasure against temperature cracks, a method of suppressing the temperature rise of concrete has become mainstream. For example, as a countermeasure at the time of design, in order to suppress the increase in the heat of hydration, the use of low-heat-generating cement, the reduction of the amount of cement, the use of admixtures that reduce the heat of hydration, etc. are devised in the formulation design. . Alternatively, the installation of crack-inducing joints may be planned for the purpose of inducing cracks to relatively unaffected locations even if cracks occur.

Pre-cooling, post-cooling, and long-term insulation curing are typical countermeasures against temperature cracks during construction. Pre-cooling is to cool the fresh concrete at the time of placing, and various cooling methods are adopted, such as using flaky ice for mixing water, or spraying liquid nitrogen during mixing in a mixer or track agitator. It is

Post-cooling includes a method of promoting natural cooling by providing a temperature diffusion surface such as a cooling slot inside the building frame, and pipe cooling in which cooling water is passed through pipes to cool the concrete. In this pipe cooling, cooling pipes such as thin steel pipes (hereinafter referred to as "cooling pipes") are laid in advance in the building frame, and after concrete is poured, low-temperature water or air (hereinafter referred to as "refrigerant") is introduced into the cooling pipes. It is a method to send to

When it is necessary to develop concrete strength early, such as when a structure must be completed in a dry season in a river, etc., or when construction must be done within a limited construction period in an urban area, various types of cooling are available. Of these, pipe cooling is effective in many cases. As countermeasures against temperature cracks, using low-heat-generating cement or reducing the amount of cement used to mix concrete makes it difficult to achieve early strength. Therefore, it may not be adopted due to cost and yardage issues. Pipe cooling, on the other hand, does not impose any particular restrictions on the concrete mix, is cheaper than pre-cooling, and can be constructed without requiring a large yard.

Thus, pipe cooling is an effective countermeasure against temperature cracks, and of course, various proposals have been made regarding pipe cooling. For example, Patent Document 1 discloses an invention capable of adjusting the temperature and amount of cooling water based on the temperature difference between the predicted temperature of concrete analyzed under cooling conditions and the actual measured temperature. discloses an invention that determines whether or not to continue cooling by using the temperature difference of the coolant while it flows through the concrete.

JP 2014-005716 A JP 2014-009530 A

As mentioned above, pipe cooling is an effective countermeasure against temperature cracks, but some problems can also be pointed out for pipe cooling. Temperature cracking countermeasures are usually applied to mass concrete, which is a large block of concrete. According to the Concrete Standard Procedures, if the slab is spread out and the thickness is 80 to 100 cm or more, and if the wall is 50 cm or more with a restraint at the bottom, mass concrete should be used as a countermeasure against temperature cracks. In other words, concrete with a plate thickness of 80 cm or a wall thickness of 50 cm may be subject to temperature crack countermeasures. However, it is easy to install cooling pipes with mass concrete that has a large planar spread, but in the case of column-shaped (bridge piers, etc.) or wall-shaped (retaining wall, etc.) mass concrete, the horizontal cross section is small. In some cases, it is difficult to adopt pipe cooling. This is because the work for laying cooling pipes is extremely complicated due to the narrow area and the presence of reinforcing bars, and if there are a large number of driving lifts, such complicated piping work must be repeated.

Moreover, even in cases where pipe cooling can be adopted, the work of laying cooling pipes still requires a great deal of labor, which in turn increases costs and lengthens the construction period (construction period). Furthermore, after the pipe cooling is completed, the cooling pipes must be filled with mortar, which is time-consuming and costly, and there is a possibility that hollow portions of the cooling pipes which are not filled with mortar may be generated.

The object of the present invention is to solve the conventional problems, that is, to avoid the troublesome work of laying cooling pipes in a narrow and complicated area in the formwork, and to eliminate the need for filling the cooling pipes with mortar. It is to provide a post-cooling technology, and to provide a formwork unit, a concrete cooling system, and a concrete cooling method for realizing this.

The invention of the present application focuses on the point that cooling pipes are not laid in the concrete but a formwork cooling means is provided on the back surface of the formwork when performing post-cooling of concrete. It was done on the basis of

The concrete cooling system of the present invention comprises a formwork unit and a coolant generating means. Among these units, the formwork unit has a concrete formwork and formwork cooling means, and the formwork cooling means is a radiation fin installed on the back surface of the concrete formwork. Then, the cooling gas generated by the coolant generating means is sent to the heat radiating fins, thereby cooling the concrete poured into the concrete mold.

The concrete cooling system of the present invention may also comprise a formwork unit having a concrete formwork and formwork cooling means. This formwork cooling means is a Peltier element installed on the back of the concrete formwork. In this case, the concrete poured into the concrete mold is cooled by energizing the Peltier element.

The formwork unit of the present invention comprises a concrete formwork and a cooling pipe. This cooling pipe allows a coolant to flow through, and is installed on the back surface of the concrete formwork (or inside the concrete formwork).

In the formwork unit of the present invention, the cooling pipe can also function as a reinforcing material for the concrete formwork.

The concrete cooling system of the present invention comprises a formwork unit. The formwork unit includes a concrete formwork and formwork cooling means, and the formwork cooling means is a cooling pipe installed behind the concrete formwork (or inside the concrete formwork). As the coolant flows through the cooling pipes, the concrete poured into the concrete formwork is cooled. Further, the formwork unit of the present invention can be provided with a refrigerant pumping means for pumping the refrigerant, or can be composed of a plurality of formwork units. In this case, the cooling pipes of one formwork unit and the cooling pipes of other formwork units are connected by relay pipes, so that the coolant sent out flows across the cooling pipes of a plurality of formwork units.

The concrete cooling method of the present invention is a method comprising a formwork unit installation step, a concrete pouring step, and a cooling step. Among these, in the formwork unit installation process, a formwork unit having a concrete formwork and formwork cooling means is installed, and in the concrete pouring process, concrete is poured into the concrete formwork of the formwork unit. In the cooling step, the cooling gas generated by the coolant generating means is sent to the heat radiating fins to cool the concrete poured into the concrete mold. Alternatively, in the cooling process, a method of cooling the concrete poured into the concrete mold by energizing the Peltier element may be employed.

The concrete cooling method of the present invention can also be a method further comprising a scheduled step. This planning process divides the poured concrete into cooled and uncooled areas. In this case, in the formwork unit installation process, formwork units are installed only in the cooling range, and in the cooling process, concrete is cooled only in the cooling range.

The concrete cooling system and concrete cooling method of the present invention have the following effects.
(1) By allowing a coolant to flow through the cooling pipes of the formwork unit, the cast concrete can be cooled, thereby effectively suppressing thermal cracking of the concrete.
(2) There is no need to lay cooling pipes in a narrow and complicated formwork, which improves workability of post-cooling and saves labor.
(3) There is no need to fill the cooling pipes with mortar after cooling, which saves time and effort, and also avoids leaving a cavity that is not filled with mortar.
(4) In conventional pipe cooling, cooling pipes are never recovered, whereas the formwork unit of the present invention can be used many times, so it can be said to be a rational and economical method.
(5) Since it is possible to omit the cooling pipe laying work in the mold and the mortar filling work after the completion of cooling, the cost including the material cost can be reduced, and the construction period can be shortened.

1 is a block diagram showing the main configuration of a concrete cooling system according to the present invention when cooling pipes are used as formwork cooling means; FIG. (a) is a rear view of the formwork unit of the present invention as seen from the rear side, and (b) is a side view of the formwork unit. Fig. 2 is a side view of the formwork unit of the present invention with the cold water gap installed inside the concrete formwork; Rear view showing 28 formwork units installed for placing one lift of concrete. (a) is a rear view showing the upper and lower two stage formwork units, and (b) is a side view showing the upper and lower two stage formwork units. FIG. 4 is a detailed view showing a connecting structure of cooling pipes and relay pipes; FIG. 2 is a perspective view of the concrete cooling system of the present invention when heat radiating fins are used as formwork cooling means; FIG. 2 is a side view of the concrete cooling system of the present invention when a Peltier element is used as formwork cooling means; The flowchart which shows the flow of the main processes of the concrete cooling method of this invention. (a) is a model diagram showing a cooling range and a non-cooling range of concrete, and (b) is a rear view showing a state in which a formwork unit is installed in the cooling range and a normal formwork is installed in the non-cooling range.

An embodiment of a concrete cooling system and a concrete cooling method according to the present invention will be described with reference to the drawings. The concrete cooling method of the present invention is a method of cooling concrete using the concrete cooling system of the present invention. Therefore, first, the concrete cooling system of the present invention will be described, and then the concrete cooling method of the present invention will be described. Further, since the formwork unit of the present invention is one of the elements constituting the concrete cooling system of the present invention, it will be described together with the explanation of the concrete cooling system of the present invention.

1. Concrete Cooling System One of the features of the concrete cooling system of the present invention is that it comprises a "form unit" including a concrete form and form cooling means. This mold unit can be divided into several types according to its mold cooling means. Specifically, it is classified into formwork units that use cooling pipes as formwork cooling means, formwork units that use radiation fins as formwork cooling means, and formwork units that use Peltier elements as formwork cooling means. can be done. These three types of formwork units will be described below in order.

(Case using a cooling pipe)
FIG. 1 is a block diagram showing the main configuration of a concrete cooling system 100 of the present invention when cooling pipes are used as formwork cooling means. As shown in this figure, the concrete cooling system 100 is capable of cooling the placed concrete CS, and includes a formwork unit 300 . In addition to the formwork unit 300 , it can also be configured to include a refrigerant pumping means 200 for pumping the refrigerant, a water pipe 410 , a drain pipe 420 , a return tank 430 and a refrigerant cooling means 440 . Here, the refrigerant means a low-temperature liquid or gas, and for example, a liquid such as ground water, river water, or tap water, or a low-temperature gas such as air or Freon can be used as the refrigerant. Note that when there is no need to separately provide means for sending out the refrigerant, such as when tap water is used as the refrigerant, the refrigerant pressure-feeding means 200 and the water pipe 410 do not necessarily have to be the constituent elements. Similarly, especially when the refrigerant is not circulated, the return tank 430 does not have to be a component, and when using a sufficiently low temperature refrigerant such as ground water, river water, tap water, etc., the refrigerant cooling means 440 is configured. No need to make it a requirement. However, when using uncooled underground water, river water, or tap water, it is desirable to investigate the temperature in advance and analyze the temperature of the concrete.

As will be described later, the formwork unit 300 has a cooling pipe 320 as formwork cooling means, and this cooling pipe 320 (inlet) and the refrigerant force feeding means 200 (or tap water faucet) are connected as shown in FIG. is connected to by a water pipe 410 . The cooling pipe 320 (discharge port) and the return tank 430 are connected by a drain pipe 420, and the return tank 430 and the refrigerant cooling means 440, and the refrigerant cooling means 440 and the refrigerant pumping means 200 are connected by predetermined pipes. , the refrigerant pressure-fed from the refrigerant pressure-feeding means 200 circulates through each means so as to return to the refrigerant pressure-feeding means 200 again. As described above, the return tank 430 may be omitted, and a non-circulation type in which the refrigerant is not reused may be employed.

2A and 2B are views showing the formwork unit 300. FIG. 2A is a rear view of the formwork unit 300 as seen from the rear side, and FIG. 2B is a side view of the formwork unit 300. FIG. As shown in this figure, the formwork unit 300 includes a concrete formwork 310 and a cooling pipe 320 , and the cooling pipe 320 is installed on the back side of the concrete formwork 310 . Alternatively, a cooling pipe 320 can be installed inside the concrete mold 310 as shown in FIG. For the sake of convenience, as shown in FIGS. 2B and 3, the side on which concrete is poured is called the "front side" of the concrete formwork 310, and the opposite side is called the "back side".

The concrete formwork 310 of the formwork unit 300 is a formwork for concrete that has been used conventionally, and various forms such as plywood and steel can be used. The cooling pipe 320 of the formwork unit 300 is a hollow tube through which the coolant flows. A series of channels are formed for the coolant to flow through. Specifically, the refrigerant sent through the water pipe 410 enters the cooling pipe 320 via the inlet connecting pipe 330, passes through a series of flow paths (cooling pipe 320), and then flows through the outlet connecting pipe 340. is discharged to the drain pipe 420. In FIG. 2, four stages of cooling pipes 320 are installed so that the coolant flows through the mold unit 300 in two round trips, but the number of stages in which the cooling pipes 320 are installed may be one or two or more. It can be designed as appropriate according to the situation.

Conventionally, when assembling a concrete formwork, in order to prevent the concrete formwork from collapsing during pouring, or to prevent the concrete formwork from protruding from the back side, the back side of the concrete formwork was used as a square steel pipe. It was sometimes reinforced by On the other hand, in the formwork unit 300 of the present invention, the cooling pipe 320 can function as a reinforcing material for the concrete formwork 310, so there is no need to perform reinforcement with square steel pipes or the like. Specifically, the cooling pipe 320 is made of a material having considerable strength such as steel, and the cooling pipe 320 is installed so as to reinforce the concrete formwork 310 from the back side as shown in FIG. For example, a steel pipe, a halved steel pipe, or a tubular body made of steel plate can be used as the cooling pipe 320 and fixed to the back surface of the concrete formwork 310 by welding, bolting, or the like. In this case, the concrete formwork 310 should also be a steel formwork in order to enable the cooling pipe 320 to be fixed by welding or to expect the strength of the formwork itself.

A plurality of formwork units 300 may be used when placing a constant volume of concrete. For example, in FIG. 4, 28 formwork units 300 (4 stages×7 rows) are installed in order to cast concrete CS for one lift. The cooling pipe 320 of the formwork unit 300 arranged at the top of each row is connected to the water pipe 410 by the inlet connection pipe 330, and the formwork unit 300 arranged at the bottom of each row is cooled. Pipe 320 is connected to drain pipe 420 by outlet connecting pipe 340 . That is, it is also possible to supply the refrigerant from one water pipe 410 to the formwork units 300 at a plurality of locations (seven locations in the drawing), and return the refrigerant discharged from the formwork units 300 at a plurality of locations through one drainage pipe 420. .

Also, the cooling pipes 320 of the formwork units 300 arranged vertically can be connected by a relay pipe 350 . FIG. 5 is an enlarged view of a part of FIG. 4 showing the upper and lower formwork unit 300, where (a) is a rear view thereof and (b) is a side view thereof. As shown in this figure, the upper formwork unit 300 (here, for the sake of convenience, referred to as the "upper formwork unit 301") has a cooling pipe 320 discharge port (end of a series of flow paths), and a lower The inflow ports (starting ends of a series of flow paths) of the cooling pipes 320 of the placed formwork unit 300 (here, referred to as “lower formwork unit 302” for convenience) are connected by the relay pipe 350 .

The cooling pipe 320 and the relay pipe 350 can be connected using an introduction pipe 361 and a coupler 362 as shown in FIG. FIG. 6 is a detailed view showing "a section" in FIG. 5(b). As shown in this figure, an introduction pipe 361 is inserted into the cooling pipe 320 at the outlet of the upper mold unit 301, and an introduction pipe 361 is inserted into the cooling pipe 320 at the inlet of the lower mold unit 302, respectively. The coupler 362 installed at the tip of 361 and the relay pipe 350 are connected. By using the introduction pipe 361 and the coupler 362 in this manner, the cooling pipe 320 and the relay pipe 350 can be easily connected, and the relay pipe 350 can be easily removed. Note that the introduction pipe 361 can be fixed to the cooling pipe 320, or can be attached detachably.

(Case using radiation fins)
FIG. 7 is a perspective view of the concrete cooling system 100 of the present invention when heat radiating fins 370 are used as formwork cooling means. This concrete cooling system 100 can cool the placed concrete CS, and as shown in this figure, it comprises a formwork unit 300 and a coolant generating means 500 . The formwork unit 300 includes a concrete formwork 310 and radiation fins 370 as formwork cooling means. A large number of these radiating fins 370 are arranged on the back side of the concrete formwork 310, and can cool the concrete formwork 310 and the concrete CS on the front side of the formwork by the sent coolant.

It is the coolant generating means 500 that feeds the coolant to the radiation fins 370 . The refrigerant generating means 500 also has a function of generating refrigerant. For example, a cooled gas (such as air) or a cooled liquid (such as water) can be generated as a coolant, and the coolant can be sent to the heat radiating fins 370 . Alternatively, cooling mist may be generated and sprayed onto the radiation fins 370 , or a combination of cool air, cold water, and mist may be sent to the radiation fins 370 .

(Case using a Peltier element)
FIG. 8 is a side view of the concrete cooling system 100 of the present invention when a Peltier element 380 is used as formwork cooling means. This concrete cooling system 100 is capable of cooling the placed concrete CS, and includes a formwork unit 300 as shown in this figure. The formwork unit 300 includes a concrete formwork 310 and a Peltier device 380 as formwork cooling means. This Peltier element 380 is arranged on the back side of the concrete formwork 310, and can cool the concrete formwork 310 and further cool the concrete CS on the front side of the formwork by energizing through an electric cable.

2. Concrete Cooling Method Next, the concrete cooling method of the present invention will be described. As described above, the concrete cooling method of the present invention is a method that uses the concrete cooling system 100 described so far. Only specific content will be described. That is, the contents not described here are the same as those described for the concrete cooling system 100 .

Since the concrete cooling method of the present invention is effective as a countermeasure against temperature cracks, it is preferably implemented for mass concrete, and since the cooling is performed from the surface of the concrete, the member thickness is relatively small among mass concrete (for example, about 1 m or less). It is particularly suitable to work on concrete. A detailed description will be given below with reference to the flowchart shown in FIG.

First, of the concrete to be placed, the range to be cooled by the concrete cooling system 100 (hereinafter referred to as "cooling range") and the other range not to be cooled (hereinafter referred to as "non-cooling range"). Set (Step 10). The cooling range can be set based on temperature stress analysis using three-dimensional FEM (Finite Element Method). For example, it is possible to calculate the temperature stress history of the target concrete under conditions in which cooling is not performed, obtain the crack index for each node, and set the range in which the crack index is below a predetermined threshold as the cooling range.

As shown in FIG. 9, when the cooling range and the non-cooling range are set (Step 10), the formwork unit 300 is installed for the cooling range (Step 20), and the normal formwork (ordinary formwork 600) is installed (Step 30). FIG. 10 shows a case in which concrete CS is placed on an existing concrete bottom plate. FIG. 11 is a rear view showing a state in which the unit 300 is installed and the normal formwork 600 is installed in the non-cooling area. In addition, in FIG. 10A, the hatched portion is shown as the cooling range. As shown in this figure, the cooling range can be set to cover the entire length of the frame (from the right end to the left end). A range (a portion indicated by a dashed line in FIG. 10(a)) may be set as the cooling range.

When the formwork unit 300 and the ordinary formwork 600 are installed, the concrete CS is poured into the front side of the concrete formwork 310 of the formwork unit 300 and the front side of the ordinary formwork 600 (Step 40). Then, the concrete cooling system 100 is operated to cool the placed concrete CS (Step 50). That is, when the cooling pipe 320 is used as the form cooling means, the cooling medium is allowed to flow through the cooling pipe 320 behind (or inside) the concrete form 310, and when the radiation fins 370 are used as the form cooling means, the concrete mold Cooling medium is sent to the radiating fins 370 on the back of the frame 310, and when the Peltier element 380 is used as a form cooling means, the concrete form 310 is cooled by energizing the Peltier element 380 on the back of the concrete form 310, Cool the concrete CS on the front side of the formwork. Of course, at this time, only the cooling range (the portion where the formwork unit 300 is installed) is cooled, and the non-cooling range (the portion where the normal formwork 600 is installed) is not cooled. The concrete cooling step (Step 50) may be started after concrete is poured, or may be started before concrete is poured or during concrete placing.

After the concrete is poured, the concrete CS is cooled for a planned period of time, and when proper curing is completed, the formwork is dismantled (demolded) after cooling of the concrete CS is completed (Step 60). Although the case of partially cooling the concrete CS has been described so far, the entire concrete CS can also be cooled by the concrete cooling system 100 . In this case, the entire range of concrete CS planned to be placed becomes the cooling range, and the formwork unit 300 is installed for the entire range of concrete CS. That is, the planned process (Step 10) and the normal formwork installation process (Step 30) indicated by broken lines in FIG. 9 can be omitted.

The concrete cooling system and concrete cooling method of the present invention can be used for tunnel lining concrete, civil engineering structures such as bridge superstructures and substructures, retaining walls, culverts, and dams, building structures such as housing complexes and office buildings, and others. It can be used for various concrete structures. Considering that the present invention provides a so-called high-quality concrete structure with little temperature cracking, it can be said that the invention can be expected not only to be industrially applicable but also to make a great contribution to society.

100 Concrete cooling system of the present invention 200 Pumping means (of concrete cooling system) 300 Formwork unit (of concrete cooling system) 301 Upper formwork unit (of concrete cooling system) 302 Lower formwork unit (of concrete cooling system) 310 ( Formwork unit) Concrete formwork 320 (Formwork unit) Cooling pipe 330 (Formwork unit) Inlet connection pipe 340 (Formwork unit) Outlet connection pipe 350 (Formwork unit) Relay pipe 361 (Formwork Inlet pipe 362 (of formwork unit) Coupler 370 (of formwork unit) Radiation fins 380 (of formwork unit) Peltier element 410 (of formwork unit) Water pipe 420 (concrete cooling system) Drain pipe 430 (of concrete cooling system) Return Tank (of Concrete Cooling System) 440 Refrigerant Cooling Means (of Concrete Cooling System) 500 Refrigerant Generation Means 600 Ordinary Formwork CS Concrete

Claims (5)

a formwork unit having a concrete formwork and formwork cooling means; and a coolant generating means,
The formwork cooling means is a radiation fin installed on the back surface of the concrete formwork,
The cooling gas generated by the coolant generating means is sent to the heat radiation fins, thereby cooling the concrete cast into the concrete formwork.
A concrete cooling system characterized by: a formwork unit having a concrete formwork and formwork cooling means;
The formwork cooling means is a Peltier element installed on the back surface of the concrete formwork,
By energizing the Peltier element, the concrete cast into the concrete form is cooled.
A concrete cooling system characterized by: a formwork unit installation step of installing a formwork unit having a concrete formwork and formwork cooling means;
a concrete pouring step of pouring concrete into the concrete formwork;
and a cooling step of cooling the concrete with the formwork cooling means,
The formwork cooling means is a radiation fin installed on the back surface of the concrete formwork,
In the cooling step, a cooling gas generated by a coolant generating means is sent to the heat radiating fins to cool the concrete poured into the concrete formwork.
A concrete cooling method characterized by: a formwork unit installation step of installing a formwork unit having a concrete formwork and formwork cooling means;
a concrete pouring step of pouring concrete into the concrete formwork;
and a cooling step of cooling the concrete with the formwork cooling means,
The formwork cooling means is a Peltier element installed on the back surface of the concrete formwork,
In the cooling step, the concrete cast into the concrete mold is cooled by energizing the Peltier element.
A concrete cooling method characterized by: further comprising a planning process for dividing the poured concrete into cooled and non-cooled areas;
In the formwork unit installation step, the formwork unit is installed in the cooling range and the concrete formwork is installed in the non-cooling range,
In the cooling step, the concrete only in the cooling range is cooled.
5. The concrete cooling method according to claim 3 or 4, characterized in that:

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