Concrete temperature control device

Abstract

The invention discloses a concrete temperature control device, which belongs to the technical field of engineering construction and comprises a moving frame, a spraying assembly is arranged on the moving frame, and a supply assembly is arranged on one side of the spraying assembly. The system further comprises a temperature monitoring module used for obtaining a concrete temperature value, a spraying demand evaluation module used for judging whether spraying is needed or not, a spraying amount estimation module used for generating the spraying medium dosage, a wind speed influence evaluation module used for generating an offset distance, and a positioning adjustment analysis module used for generating a position adjustment value. The movement control module is used for controlling the output end of the spraying assembly to move; the spraying control module is used for controlling the supply assembly; according to the invention, the temperature of concrete is analyzed, the use amount of a spraying medium is pre-estimated, the displacement of a spraying path caused by the wind speed around the concrete and the use amount of the spraying medium is analyzed through the positioning, adjusting and analyzing module, and the displacement distance of the output end of the spraying assembly is accurately adjusted, so that the spraying effect of the spraying assembly can be optimized; and the concrete temperature control accuracy is improved.

Description

Technical Field

[0001] The invention belongs to the technical field of engineering construction, and in particular relates to a concrete temperature control device. Background Art

[0002] Concrete is widely used in construction projects, covering areas ranging from infrastructure construction to residential buildings, commercial buildings, bridges, tunnels and roads. As a building material, it plays an irreplaceable role in modern construction.

[0003] During the hardening process of concrete, especially in the high temperature environment in summer, when the concrete surface is at high temperature for a long time, the difference between the internal temperature and the external temperature is too large, which will cause temperature stress and then cause cracks in the concrete. These cracks will not only reduce the durability of the structure and increase the maintenance cost, but also may cause safety problems of the building structure; in the existing technology, construction workers often use spraying on the concrete surface to alleviate the difference between the internal temperature and the external temperature of the concrete.

[0004] However, when construction workers spray the concrete surface, they often use a uniform spraying method. Although this method can alleviate the difference between the internal and external temperatures of the concrete to a certain extent, the uniform spraying cannot accurately adjust the temperature of the area where the temperature of the concrete needs to be controlled, and the spraying amount is also an empirical value, which cannot be accurately quantified. Summary of the invention

[0005] In view of the deficiencies in the prior art, the present invention provides a concrete temperature control device to solve the above problems.

[0006] To achieve the above objectives, the present invention is implemented through the following technical solutions: a concrete temperature control device, comprising a mobile frame, on which a spray assembly for spraying a concrete body is slidably arranged, and a supply assembly for providing a spray medium to the spray assembly is arranged on one side of the spray assembly, and the concrete temperature control device also includes:

[0007] The temperature monitoring module is used to divide the concrete into several monitoring areas and obtain the temperature values ​​of the concrete in all monitoring areas;

[0008] The spray demand assessment module is used to determine whether the monitoring area needs spraying according to the temperature value of the monitoring area;

[0009] A spraying amount estimation module, when the monitoring area needs to be sprayed, the spraying amount estimation module is used to obtain the heat that needs to be dissipated by the concrete in the monitoring area and generate the amount of spraying medium;

[0010] A wind speed impact assessment module is used to obtain the wind speed of the surrounding environment of the concrete and generate the offset distance of the spray medium sprayed from the output end of the spray component on the horizontal plane caused by the wind speed around the concrete;

[0011] The positioning adjustment analysis module is used to establish a positioning adjustment model, and substitute the position of the area with high cooling demand, the current position of the output end of the spray component, and the offset distance of the spray medium sprayed from the output end of the spray component on the horizontal plane caused by the wind speed around the concrete into the positioning adjustment model to generate a position adjustment value of the output end of the spray component;

[0012] A movement control module, used for controlling the movement of the output end of the spray component according to the position adjustment value of the output end of the spray component;

[0013] The spray control module is used to control the supply component to spray the concrete body through the spray component when the output end of the spray component completes the movement.

[0014] On the basis of the above technical solution, the present invention also provides the following optional technical solution:

[0015] Further technical solution: The spray assembly specifically includes:

[0016] A moving cabin, wherein the moving cabin is slidably arranged in a slide groove provided on the moving frame;

[0017] A spray nozzle, the spray nozzle is fixedly arranged at one end of the movable cabin;

[0018] The second driving member is rotatably arranged on the moving frame, two ends of the second driving member are rotatably connected with the moving frame, and the second driving member is threadedly connected with the moving cabin.

[0019] Further technical solution: The supply assembly specifically includes:

[0020] A water pump, wherein the water pump is fixedly arranged on one side of the mobile frame;

[0021] An input pipe, one end of which is fixedly connected to an input end of the water pump;

[0022] A delivery pipe, one end of which is fixedly connected to the output end of the water pump and the other end of which is fixedly connected to the movable cabin.

[0023] Further technical solution: The spray demand assessment module specifically includes:

[0024] The temperature acquisition submodule is used to divide the concrete into several monitoring areas and obtain the temperature value of the concrete in each monitoring area;

[0025] The temperature analysis submodule is used to compare the temperature value with the maximum value of the concrete solidification temperature requirement range; the maximum value of the concrete solidification temperature requirement range refers to the maximum value of the temperature requirement range when the concrete solidifies; if the temperature value is greater than or equal to the maximum value of the concrete solidification temperature requirement range, it means that the larger the temperature value, the more the monitoring area needs to be cooled, and the area will be marked as a high cooling demand area.

[0026] Further technical solution: The spray volume estimation module specifically includes:

[0027] The heat analysis submodule is used to obtain the heat that needs to be dissipated by concrete in areas with high cooling requirements;

[0028] The spray medium usage evaluation submodule is used to establish a spray medium usage estimation model, substitute the heat that needs to be dissipated by concrete in areas with high cooling demand into the spray medium usage estimation model, and generate the spray medium usage.

[0029] Further technical solution: The heat that the concrete needs to dissipate is obtained by:

[0030] Obtain the temperature value of the area with high cooling demand of concrete, perform difference processing on the temperature value of the area with high cooling demand of concrete and the highest value of the concrete solidification temperature demand range, and generate the cooling demand value;

[0031] The heat Q that concrete needs to dissipate is generated through the formula Q = C*M*Δt;

[0032] In the formula, C represents the heat required to raise or lower the temperature of a unit mass of concrete by 1°C, M represents the total mass of the area with high concrete cooling demand, and Δt represents the cooling demand value.

[0033] Further technical solution: The positioning adjustment analysis module specifically includes:

[0034] The coordinate setting submodule is used to obtain the position information of the area with low cooling demand and the area with high cooling demand, establish a two-dimensional coordinate system with the horizontal direction of the concrete as the X-axis and the vertical direction of the concrete as the Y-axis, substitute the position information of the current output end of the spray assembly and the position information of the area with high cooling demand into the two-dimensional coordinate system, and generate the coordinates of the area with high cooling demand in the two-dimensional cooling demand coordinate system and the coordinates of the output end of the current spray assembly in the two-dimensional cooling demand coordinate system;

[0035] The position adjustment value analysis submodule is used to establish a positioning adjustment model, substitute the coordinates of the high cooling demand area in the cooling demand two-dimensional coordinate system and the coordinates of the current output end of the spray component in the cooling demand two-dimensional coordinate system into the positioning adjustment model, and generate the position adjustment value Z of the output end of the spray component.

[0036] Further technical solution: The wind speed impact assessment module specifically includes:

[0037] Wind speed monitoring submodule, used to obtain the wind speed of the surrounding environment of concrete;

[0038] The offset distance analysis submodule is used to establish a wind speed impact assessment model, substitute the wind speed of the concrete surrounding environment into the wind speed impact assessment model, and generate the offset distance caused by the wind speed around the concrete on the horizontal plane for the spray medium sprayed from the output end of the spray component.

[0039] The present invention provides a concrete temperature control device, which has the following beneficial effects compared with the prior art:

[0040] The present invention analyzes the temperature of concrete to determine the temperature control requirements of concrete, estimates the amount of spraying medium based on the temperature of concrete, and then uses a positioning adjustment analysis module to analyze the wind speed around the concrete and the amount of spraying medium to cause the deviation of the spraying path at the output end of the spray component, and accurately adjusts the moving distance of the output end of the spray component, which can optimize the spraying effect of the spray component and improve the accuracy of concrete temperature control. BRIEF DESCRIPTION OF THE DRAWINGS

[0041] Figure 1 A three-dimensional structural schematic diagram of a concrete temperature control device provided in an embodiment of the present invention.

[0042] Figure 2 The present invention is a structural cross-sectional view of a concrete temperature control device provided in an embodiment of the present invention.

[0043] Figure 3 A side view of a concrete temperature control device provided in an embodiment of the present invention.

[0044] Figure 4 A flowchart of a spray demand assessment module provided in an embodiment of the present invention.

[0045] Figure 5 A schematic diagram of a positioning adjustment model provided in an embodiment of the present invention.

[0046] Notes on figure numbers: 1. Mobile frame; 2. Spraying assembly; 3. Supply assembly; 4. Concrete body; 101. First driving member; 201. Mobile cabin; 202. Second driving member; 203. Spraying nozzle; 301. Water pump; 302. Delivery pipe; 303. Input pipe. DETAILED DESCRIPTION

[0047] In order to make the purpose, technical solution and advantages of the present invention more clearly understood, the present invention is further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention and are not intended to limit the present invention.

[0048] The specific implementation of the present invention is described in detail below in conjunction with specific embodiments.

[0049] See also Figure 1 and Figure 3 , a concrete temperature control device provided by an embodiment of the present invention, comprising a mobile frame 1, a spray assembly 2 for spraying a concrete body 4 is slidably arranged on the mobile frame 1, a supply assembly 3 for providing a spray medium to the spray assembly 2 is arranged on one side of the spray assembly 2, and the concrete temperature control device further comprises:

[0050] The temperature monitoring module is used to divide the concrete into several monitoring areas and obtain the temperature values ​​of the concrete in all monitoring areas;

[0051] The spray demand assessment module is used to determine whether the monitoring area needs spraying according to the temperature value of the monitoring area;

[0052] A spraying amount estimation module, when the monitoring area needs to be sprayed, the spraying amount estimation module is used to obtain the heat that needs to be dissipated by the concrete in the monitoring area and generate the amount of spraying medium;

[0053] A wind speed impact assessment module is used to obtain the wind speed of the surrounding environment of the concrete and generate the offset distance on the horizontal plane caused by the wind speed around the concrete on the spray medium sprayed from the output end of the spray component 2;

[0054] The positioning adjustment analysis module is used to establish a positioning adjustment model, and substitute the position of the area with high cooling demand, the current position of the output end of the spray component 2, and the offset distance of the spray medium sprayed from the output end of the spray component 2 on the horizontal plane caused by the wind speed around the concrete into the positioning adjustment model to generate a position adjustment value of the output end of the spray component 2;

[0055] A movement control module, used for controlling the movement distance of the second driving member 202 according to the position adjustment value of the output end of the spray assembly 2;

[0056] The spray control module is used to control the supply component 3 to spray the concrete body 4 through the spray component 2 when the spray component 2 completes the movement.

[0057] Specifically, by analyzing the temperature of concrete, the temperature control requirements of concrete are determined, and the amount of spraying medium is estimated according to the temperature of concrete. Then, the positioning adjustment analysis module is used to analyze the wind speed around the concrete and the amount of spraying medium used to cause the offset of the spraying path at the output end of the spray component 2. The moving distance of the output end of the spray component 2 is accurately adjusted, which can optimize the spraying effect of the spray component 2 and improve the accuracy of concrete temperature control.

[0058] See also Figure 2 As a preferred embodiment of the present invention, the spray assembly 2 specifically includes:

[0059] A moving cabin 201, wherein the moving cabin 201 is slidably disposed in a slide groove provided on the moving frame 1;

[0060] A spray nozzle 203, wherein the spray nozzle 203 is fixedly disposed at one end of the movable cabin 201;

[0061] A second driving member 202, the second driving member 202 is rotatably disposed on the moving frame 1, both ends of the second driving member 202 are rotatably connected to the moving frame 1, and the second driving member 202 is threadedly connected to the moving cabin 201;

[0062] Specifically, the second driving member 202 is driven to rotate by the driving motor, and the second driving member 202 drives the mobile cabin 201 to slide along the slide groove provided on the mobile frame 1, and the second driving member 202 drives the spray nozzle 203 to slide, so as to realize the movement of the spray nozzle 203, so that the spray nozzle 203 can spray different positions of the concrete.

[0063] As a preferred embodiment of the present invention, the spray assembly 2 specifically includes:

[0064] A water pump 301, wherein the water pump 301 is fixedly arranged on one side of the mobile frame 1;

[0065] An input pipe 303, one end of which is fixedly connected to the input end of the water pump 301;

[0066] A delivery pipe 302, one end of which is fixedly connected to the output end of the water pump 301 and the other end of which is fixedly connected to the movable cabin 201;

[0067] Specifically, by starting the water pump 301 , the water pump 301 sucks the spray medium into the water pump 301 through the input pipe 303 , and the spray medium entering the water pump 301 flows into the moving cabin 201 through the delivery pipe 302 , thereby completing the supply of the spray medium in the moving cabin 201 .

[0068] See also Figure 4 As a preferred embodiment of the present invention, the spray demand assessment module specifically includes:

[0069] The temperature acquisition submodule is used to divide the concrete into several monitoring areas and obtain the temperature value of the concrete in each monitoring area;

[0070] The temperature analysis submodule is used to compare the temperature value with the maximum value of the concrete solidification temperature requirement range; the maximum value of the concrete solidification temperature requirement range refers to the maximum value of the temperature requirement range when the concrete solidifies; if the temperature value is less than the maximum value of the concrete solidification temperature requirement range, it means that the smaller the temperature value, the less the temperature of the monitored area needs to be cooled, and the monitored area is marked as a low cooling demand area; if the temperature value is greater than or equal to the maximum value of the concrete solidification temperature requirement range, it means that the larger the temperature value, the more the monitored area needs to be cooled, and the area is marked as a high cooling demand area.

[0071] As a preferred embodiment of the present invention, the spray volume estimation module specifically includes:

[0072] The heat analysis submodule is used to obtain the heat that needs to be dissipated by concrete in areas with high cooling requirements;

[0073] The spray medium dosage evaluation submodule is used to establish a spray medium dosage estimation model, substitute the heat that needs to be dissipated by concrete in the area with high cooling demand into the spray medium dosage estimation model, and generate the spray medium dosage W;

[0074] The expression of the spray medium dosage estimation model is as follows:

[0075]

[0076] In the expression, Q represents the heat that concrete needs to dissipate, T represents the temperature of the surrounding environment of concrete, t1 represents the temperature of the area with high cooling demand of concrete, Cw represents the specific heat capacity of the spraying medium, and η represents the ratio of the amount of water actually sprayed onto the concrete surface by the spraying component to the total water consumption.

[0077] As a preferred embodiment of the present invention, the heat Q that the concrete needs to dissipate is obtained in the following manner:

[0078] Obtain the temperature value of the area with high cooling demand of concrete, perform difference processing on the temperature value of the area with high cooling demand of concrete and the highest value of the concrete solidification temperature demand range, and generate the cooling demand value;

[0079] The heat Q that concrete needs to dissipate is generated through the formula Q = C*M*Δt;

[0080] In the formula, C represents the heat required to raise or lower the temperature of a unit mass of concrete by 1°C, M represents the total mass of the area with high concrete cooling demand, and Δt represents the cooling demand value.

[0081] like Figure 5 As shown, as a preferred embodiment of the present invention, the positioning adjustment analysis module specifically includes:

[0082] The coordinate setting submodule is used to obtain the position information of the area with low cooling demand and the area with high cooling demand, establish a two-dimensional coordinate system with the horizontal direction of the concrete as the X-axis and the vertical direction of the concrete as the Y-axis, substitute the position information of the output end of the current spray assembly 2 and the position information of the area with high cooling demand into the two-dimensional coordinate system, and generate the coordinates of the area with high cooling demand in the two-dimensional cooling demand coordinate system and the coordinates of the output end of the current spray assembly 2 in the two-dimensional cooling demand coordinate system;

[0083] The position adjustment value analysis submodule is used to establish a positioning adjustment model, substitute the coordinates of the high cooling demand area in the cooling demand two-dimensional coordinate system and the coordinates of the output end of the current spray assembly 2 in the cooling demand two-dimensional coordinate system into the positioning adjustment model, and generate the position adjustment value Z of the output end of the spray assembly 2;

[0084] Among them, the expression of the positioning adjustment model is:

[0085]

[0086] In the expression, X0 represents the coordinate value of the center point of the area with high cooling demand on the X-axis, X1 represents the coordinate value of the output end of the spray component 2 on the X-axis, Y0 represents the coordinate value of the center point of the area with high cooling demand on the Y-axis, Y1 represents the coordinate value of the output end of the spray component 2 on the Y-axis, ΔX represents the distance between the output end of the spray component 2 and the center point of the area with high cooling demand on the X-axis, ΔY represents the distance between the output end of the spray component 2 and the center point of the area with high cooling demand on the Y-axis, L represents the offset distance of the spray medium sprayed from the output end of the spray component 2 on the horizontal plane caused by the wind speed around concrete, θ represents the offset angle of the spray medium on the horizontal plane caused by the wind speed around concrete, and the offset angle is the angle formed by the wind direction around concrete and the X-axis of the coordinate system.

[0087] As a preferred embodiment of the present invention, the wind speed impact assessment module specifically includes:

[0088] Wind speed monitoring submodule, used to obtain the wind speed of the surrounding environment of concrete;

[0089] The offset distance analysis submodule is used to establish a wind speed impact assessment model, substitute the wind speed of the surrounding environment of the concrete into the wind speed impact assessment model, and generate the offset distance L on the horizontal plane caused by the wind speed around the concrete on the spray medium sprayed from the output end of the spray assembly 2;

[0090] Wherein, the expression of the wind speed impact assessment model is:

[0091]

[0092] In the expression, S represents the wind speed of the surrounding environment of the concrete, α represents the angular deviation caused by the unit wind speed to the spray path of the output end of the spray component 2, h represents the vertical distance between the output end of the spray component 2 and the concrete body 4, W represents the amount of spray medium, ρ represents the spray efficiency of the spray component 2, which refers to the total amount of spray medium that can flow through the output end of the spray component 2 per unit time, and v represents the flow velocity of the spray medium on the concrete body 4.

[0093] As a preferred embodiment of the present invention, the mobile control module specifically includes:

[0094] A data receiving submodule, used for receiving a position adjustment value Z of an output end of the spray assembly 2;

[0095] The control submodule is used to move the spray nozzle 203 a corresponding distance through the second driving member 202 according to ΔX in the position adjustment value Z of the output end of the spray component 2, and then drive the movable frame 1 to move a corresponding distance through the driving member according to ΔY in the position adjustment value Z of the output end of the spray component 2.

[0096] As a preferred embodiment of the present invention, the spray control module specifically includes:

[0097] A movement judgment submodule, used to confirm whether the output end of the spray assembly 2 has completed the movement;

[0098] The spray control submodule is used to start the water pump 301 according to the amount of spray medium W to make the output end of the spray component 2 spray a corresponding volume of spray medium.

[0099] The present invention analyzes the temperature of concrete to determine the temperature control requirements of concrete, estimates the amount of spray medium based on the temperature of concrete, and then uses a positioning adjustment analysis module to analyze the wind speed around the concrete and the amount of spray medium used to offset the spray path at the output end of the spray component 2, and accurately adjusts the moving distance of the output end of the spray component 2, thereby optimizing the spray effect of the spray component 2 and improving the accuracy of concrete temperature control.

[0100] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A concrete temperature control device, comprising a mobile frame (1), on which a spraying assembly (2) for spraying a concrete body (4) is slidably arranged, characterized in that: A supply assembly (3) for providing a spray medium to the spray assembly (2) is provided on one side of the spray assembly (2), and the concrete temperature control device further comprises: The temperature monitoring module is used to divide the concrete into several monitoring areas and obtain the temperature values ​​of the concrete in all monitoring areas; The spray demand assessment module is used to determine whether the monitoring area needs spraying according to the temperature value of the monitoring area; A spraying amount estimation module, when the monitoring area needs to be sprayed, the spraying amount estimation module is used to obtain the heat that needs to be dissipated by the concrete in the monitoring area and generate the amount of spraying medium; A wind speed impact assessment module, used to obtain the wind speed of the surrounding environment of the concrete and generate an offset distance on the horizontal plane caused by the wind speed of the surrounding concrete on the spray medium sprayed from the output end of the spray component (2); A positioning adjustment analysis module is used to establish a positioning adjustment model, substitute the position of the area with high cooling demand, the current position of the output end of the spray assembly (2), and the offset distance on the horizontal plane caused by the wind speed around the concrete on the spray medium sprayed from the output end of the spray assembly (2) into the positioning adjustment model, and generate a position adjustment value of the output end of the spray assembly (2); A movement control module, used for controlling the movement of the output end of the spray component (2) according to a position adjustment value of the output end of the spray component (2); A spray control module, when the output end of the spray component (2) completes movement, the spray control module is used to control the supply component (3) to spray the concrete body (4) through the spray component (2).

2. A concrete temperature control device according to claim 1, characterized in that: The spray assembly (2) specifically comprises: A movable cabin (201), the movable cabin (201) being slidably arranged in a slide groove provided in the movable frame (1); A spray nozzle (203), wherein the spray nozzle (203) is fixedly arranged at one end of the movable cabin (201); A second driving member (202), the second driving member (202) is rotatably arranged on the moving frame (1), two ends of the second driving member (202) are rotatably connected to the moving frame (1), and the second driving member (202) is threadedly connected to the moving cabin (201).

3. A concrete temperature control device according to claim 2, characterized in that: The supply component (3) specifically comprises: A water pump (301), wherein the water pump (301) is fixedly arranged on one side of the mobile frame (1); An input pipe (303), one end of which is fixedly connected to an input end of the water pump (301); A delivery pipe (302), one end of which is fixedly connected to the output end of the water pump (301) and the other end of which is fixedly connected to the movable cabin (201).

4. A concrete temperature control device according to claim 1, characterized in that: The spray demand assessment module specifically includes: The temperature acquisition submodule is used to divide the concrete into several monitoring areas and obtain the temperature value of the concrete in each monitoring area; The temperature analysis submodule is used to compare the temperature value with the maximum value of the concrete solidification temperature requirement range; the maximum value of the concrete solidification temperature requirement range refers to the maximum value of the temperature requirement range when the concrete solidifies; if the temperature value is greater than or equal to the maximum value of the concrete solidification temperature requirement range, it means that the larger the temperature value, the more the monitoring area needs to be cooled, and the area will be marked as a high cooling demand area.

5. A concrete temperature control device according to claim 1, characterized in that: The spray volume estimation module specifically includes: The heat analysis submodule is used to obtain the heat that needs to be dissipated by concrete in areas with high cooling requirements; The spray medium usage evaluation submodule is used to establish a spray medium usage estimation model, substitute the heat that needs to be dissipated by concrete in areas with high cooling demand into the spray medium usage estimation model, and generate the spray medium usage.

6. A concrete temperature control device according to claim 5, characterized in that: The heat that the concrete needs to dissipate is obtained by: Obtain the temperature value of the area with high cooling demand of concrete, perform difference processing on the temperature value of the area with high cooling demand of concrete and the highest value of the concrete solidification temperature demand range, and generate the cooling demand value; The heat Q that concrete needs to dissipate is generated through the formula Q = C*M*Δt; In the formula, C represents the heat required to raise or lower the temperature of a unit mass of concrete by 1°C, M represents the total mass of the area with high concrete cooling demand, and Δt represents the cooling demand value.

7. A concrete temperature control device according to claim 1, characterized in that: The positioning adjustment analysis module specifically includes: The coordinate setting submodule is used to obtain the position information of the area with low cooling demand and the area with high cooling demand, establish a two-dimensional coordinate system with the horizontal direction of the concrete as the X-axis and the vertical direction of the concrete as the Y-axis, substitute the position information of the output end of the current spray assembly (2) and the position information of the area with high cooling demand into the two-dimensional coordinate system, and generate the coordinates of the area with high cooling demand in the two-dimensional cooling demand coordinate system and the coordinates of the output end of the current spray assembly (2) in the two-dimensional cooling demand coordinate system; The position adjustment value analysis submodule is used to establish a positioning adjustment model, substitute the coordinates of the high cooling demand area in the cooling demand two-dimensional coordinate system and the coordinates of the output end of the current spray component (2) in the cooling demand two-dimensional coordinate system into the positioning adjustment model, and generate the position adjustment value of the output end of the spray component (2).

8. A concrete temperature control device according to claim 7, characterized in that: The wind speed impact assessment module specifically includes: Wind speed monitoring submodule, used to obtain the wind speed of the surrounding environment of concrete; The offset distance analysis submodule is used to establish a wind speed impact assessment model, substitute the wind speed of the concrete surrounding environment into the wind speed impact assessment model, and generate the offset distance on the horizontal plane caused by the wind speed around the concrete on the spray medium sprayed from the output end of the spray component (2).

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