Slipform construction system for concrete structures under high temperature and large temperature difference between positive and negative sides

Abstract

A concrete structure slipform construction system under high temperature and large temperature difference between the yin and yang sides, wherein the operating platform is divided into three platforms: upper, middle and lower, and the operating platform is provided with an enclosure, sunshade, cooling and heat insulation system including an upper fence, a lower fence, a dense mesh, an ice water tank, a spray pipe and a heat insulation geotextile, wherein the dense mesh is arranged on the upper and lower fences, the ice water tank is arranged on the upper platform, the spray pipe is connected with the ice water tank and the spray end is arranged on the top of the template, the heat insulation geotextile covers the outer side of the template, and when the temperature sensed by the temperature sensing device arranged on the heat insulation geotextile exceeds the specified temperature, the ice water tank releases ice water and pours it onto the heat insulation geotextile through the spray pipe until the temperature reaches the specified requirement. The present invention avoids concrete cracking caused by high temperature, and avoids the concrete structure from collapsing or cracking due to the asynchronous increase of concrete strength on the yin and yang sides of the concrete structure caused by strong sunlight, thereby realizing normal construction under high temperature and large temperature difference between the yin and yang sides.

Description

Technical Field

[0001] The invention relates to a concrete structure slipform construction system, in particular to a concrete structure slipform construction system under high temperature and large temperature difference between positive and negative surfaces, and belongs to the technical field of building construction methods. Background Art

[0002] Slipform construction is the most commonly used method in the construction of concrete structures.

[0003] Slipform construction of concrete structures has been rapidly developed and widely used due to its high degree of mechanization, fast construction speed, small site footprint, guaranteed safe operation, strong integrity of the completed project structure, and good seismic performance. It is an environmentally friendly construction method with significant economic and social benefits.

[0004] The slipform construction system of concrete structure usually includes: lifting system, mold system, operating platform system and auxiliary facilities system.

[0005] Correspondingly, the slipform construction of the concrete structure usually includes: binding of built-in steel bars of the concrete structure, fixing of the slipform construction enclosure and lifting frame in place, making and positioning of internal and external formworks of the concrete structure, installing internal and external operating platforms of the slipform construction, lifting of internal and external formworks of the concrete structure and installation of control devices, pouring of concrete of the concrete structure, lifting of internal and external formworks and removal of internal and external formworks of the concrete structure.

[0006] Slipform construction of concrete structures has its unique advantages. However, since concrete structures constructed using slipforms are often large in size, not only will the concrete itself generate heat and expand during the solidification and strengthening process, but the concrete structure will also be affected by the environment. For example, in hot seasons or hot areas, especially in desert areas with high temperature, little rain and strong sunlight, when slipform construction of concrete structures is carried out, the usual slipform construction method will be severely tested. In those areas, the summer temperature is as high as 50°C or above, and the temperature difference between day and night and the temperature difference between the yin and yang sides can reach dozens of degrees. Slipform construction under such ambient temperatures is very likely to cause quality accidents such as concrete cracking due to high temperature and temperature difference.

[0007] In addition, when slipform construction of concrete structures is carried out in desert areas with strong sunlight, the huge temperature difference between the sunny and shady sides caused by the sun can cause the strength of the concrete on the sunny side to increase too quickly, while the strength of the concrete on the shady side increases slowly. This can lead to the concrete strength increasing asynchronously, causing collapse or cracking during the concrete lifting process. In severe cases, the slipform construction can no longer be carried out.

[0008] In the prior art, there are some special and valuable methods for slipform construction in high temperature and large temperature difference environments, such as:

[0009] The invention patent (application number: CN201010279909.7) disclosed in the "Concrete Silo Slipform Temperature Control Method in High Temperature Environment" includes: a. concrete mix design, setting concrete slump; b. selection of concrete raw materials; c. lowering the temperature during concrete mixing and transportation; d. controlling the supply rhythm of concrete, setting the concrete supply in place in minutes according to the demand for one concrete slide;

[0010] The invention patent (application number: CN201210539585.5) discloses the method of slipform construction in a high temperature and large temperature difference environment. The concrete is prepared in sections according to the air temperature, and the amount of admixture and ice used are adjusted in sections. The speed of concrete slipform pouring is controlled in sections according to the air temperature, and the strength of the concrete out of the mold is taken as the standard. The template is intermittently lifted for slipform construction according to the temperature difference.

[0011] The invention patent application (application number: CN201210119464.5) discloses a method for construction of slipforms in high temperature environments. The method includes: selecting suitable admixtures; dividing the daily temperature into time segments according to the large temperature difference between day and night, and then setting the concrete mix ratio in segments; adding ice cubes when mixing concrete, mixing with concrete tankers, etc., to reduce the temperature of concrete entering the mold; adopting an intermittent lifting process during slipforms; covering the surface of the poured concrete with cotton felt and adopting annular spraying maintenance measures;

[0012] The invention patent application (application number: CN201810441300.1) discloses a method for cooling the silo slipform template under high temperature environment, which includes the following steps: a. setting an ice water system for the slipform platform; b. setting a template insulation layer, wherein: when the template cooling system is working, ice water is sprinkled on the template on the inner and outer hangers of the slipform to cool it down, and the white absorbent cotton cloth wrapped around the steel template absorbs water, so that the steel template is cooled as a whole, and the concrete in the template is cooled down, which effectively avoids the excessive increase of concrete temperature under high temperature conditions, effectively reduces the surface temperature of concrete, ensures the quality of concrete in silo slipform construction under extremely high temperature climates, reduces the impact of extremely high temperature weather, and ensures the continuity of silo slipform pouring;

[0013] The invention patent application (application number CN201810502152.X) discloses a cooling device for a cylindrical wall sliding formwork and a cooling and moisturizing system, wherein the cooling device includes a water storage device, an ice water storage device, and a spraying device. The water in the water storage device is transported to the ice water storage device, and then the water in the ice water tank is sprayed onto the sliding formwork through the spraying device, thereby cooling the sliding formwork. The cooling and moisturizing system includes a sliding formwork system, a heat insulation and moisturizing system, and a cylindrical wall sliding formwork cooling device. The system uses ice water spraying for cooling, which effectively reduces the temperature difference between the formwork surface and the inside of the concrete, thereby keeping the internal and surface temperatures of the concrete consistent, and the solidification time of the concrete inside and outside consistent, which plays a key role in accurately grasping the formwork lifting time and controlling cracking caused by the inconsistent solidification time of the concrete inside and outside.

[0014] However, although the above-mentioned prior art has provided some special methods for slipform construction in an environment with high temperature and large temperature difference, and has achieved good results, it has not provided a clear solution or direct method inspiration on how to overcome the problem of severe temperature difference between the positive and negative sides of the concrete structure caused by strong sunlight, resulting in asynchronous strength growth of the positive and negative sides of the concrete, causing concrete collapse or cracking during the concrete lifting process. Summary of the invention

[0015] In order to solve the deficiencies of the prior art, the embodiments of the present invention provide a concrete structure slipform construction system in a high temperature and large temperature difference between the positive and negative surfaces environment, the purpose of which is:

[0016] When carrying out slipform construction of concrete structures under high temperature and large temperature difference between the yin and yang sides, while avoiding quality accidents caused by concrete cracking due to high temperature, it is also necessary to avoid the concrete structure from collapsing or cracking due to the asynchronous growth of concrete strength on the yin and yang sides of the concrete structure due to strong sunlight. Normal slipform construction under high temperature and large temperature difference between the yin and yang sides is achieved to ensure the construction period and the quality of the concrete structure.

[0017] To achieve the above objectives, the embodiments of the present invention provide the following technical solutions:

[0018] A concrete structure slipform construction system under high temperature and large temperature difference between positive and negative surfaces, including a lifting system, a mold system, an operating platform system and an auxiliary facility system, wherein:

[0019] The templates in the mold system are arranged on both sides of the built-in steel bars of the concrete structure; the lifting system includes a lifting frame, which is arranged on the template for sliding the template; the operating platform system is arranged on the lifting frame to control the operation of the concrete structure slipform construction system and the maintenance and post-processing of the concrete structure; it is characterized by:

[0020] The operating platform system includes an upper platform, a middle platform and a lower platform, and the operating platform is provided with an enclosure, sunshade, cooling and heat insulation system;

[0021] The upper platform is arranged on the top of the lifting frame and the table top of the upper platform is higher than the top of the template, the middle platform is arranged below the upper platform, and the lower platform is suspended below the middle platform;

[0022] The enclosure, sunshade, cooling and heat insulation system comprises an upper fence, a lower fence, a dense mesh, an ice water tank, a spray pipe and a heat insulation geotextile;

[0023] The upper fence includes an upper vertical bar and an upper horizontal bar, wherein the upper vertical bar is erected on the outer sides of the upper platform and the middle platform, and the upper horizontal bar is connected between the upper vertical bars;

[0024] The lower fence includes lower vertical bars and lower cross bars, the lower vertical bars are erected on both sides of the lower platform parallel to the concrete structure, and the lower cross bars are connected between the lower vertical bars;

[0025] The dense mesh is arranged on the upper fence and the lower fence, the ice water tank is arranged on the upper platform, the spray pipe is arranged on the lifting frame, and one end of the spray pipe is connected with the ice water tank, and the spray end of the spray pipe is arranged on the top of the template;

[0026] The thermal insulation geotextile covers the outer side of the template, and a temperature sensing device is provided on the thermal insulation geotextile. When the temperature sensed by the temperature sensing device exceeds the specified temperature, the valve of the ice water tank is opened to release ice water and pour it onto the thermal insulation geotextile through the sprinkler pipe until the temperature on the thermal insulation geotextile reaches the specified requirement.

[0027] Furthermore, the thermal insulation geotextile is cut according to the size of the rib separation area on the back of the template, and then four layers of the cut thermal insulation geotextile are overlapped and placed in the rib separation area on the back of the template and fixed with wooden strips.

[0028] Furthermore, the outer surface of the ice water tank is wrapped with mineral wool for heat insulation, and a wooden template is used to fix and shield the mineral wool.

[0029] Furthermore, the prescribed temperature is 25°C.

[0030] Compared with the prior art, the embodiments of the present invention have the following beneficial effects and significant improvements:

[0031] 1) A concrete structure slipform construction system under high temperature and large temperature difference between positive and negative surfaces provided by an embodiment of the present invention comprises a lifting system, a mold system, an operating platform system and an auxiliary facility system, wherein: the operating platform system comprises an upper platform, a middle platform and a lower platform, and an enclosure sunshade cooling and heat insulation system is provided on the operating platform, the enclosure sunshade cooling and heat insulation system comprises an upper fence, a lower fence, a dense mesh, an ice water tank, a spray pipe and a heat insulating geotextile, the dense mesh is arranged on the upper fence and the lower fence, the ice water tank is arranged on the upper platform, the spray pipe is arranged on the lifting frame, one end of the spray pipe is connected to the ice water tank, the spray end of the spray pipe is arranged on the top of the template, and the heat insulating geotextile covers the template. The outer side of the heat-insulating geotextile is provided with a temperature sensing device. When the temperature sensed by the temperature sensing device exceeds the specified temperature, the valve of the ice water tank is opened to release ice water and pour it onto the heat-insulating geotextile through the sprinkler pipe until the temperature on the heat-insulating geotextile reaches the specified requirement. In this way, when the concrete structure is slipformed under high temperature and large temperature difference between the yin and yang sides, the concrete cracking caused by high temperature is avoided, which causes quality accidents. At the same time, the concrete structure is prevented from collapsing or cracking due to the asynchronous increase of concrete strength on the yin and yang sides of the concrete structure caused by strong sunlight. Normal slipform construction under high temperature and large temperature difference between the yin and yang sides is achieved, and the construction period and quality of the concrete structure are ensured.

[0032] 2) The concrete structure slipform construction system under high temperature and large temperature difference between the yin and yang sides provided by the embodiment of the present invention, by setting the operating platform in the operating platform system as an upper platform, a middle platform and a lower platform, while functionally zoning each platform, allowing orderly flow of people and logistics, and ensuring orderly construction, by setting a dense mesh on the fence of each platform, effectively shielding the direct sunlight on the formwork and the newly poured concrete from the scorching sun, avoiding the occurrence of collapse or cracking caused by the asynchronous growth of concrete strength on the yin and yang sides of the concrete structure, realizing normal slipform construction under high temperature and severe climate environment with large temperature difference between the yin and yang sides, and effectively solving the problems in slipform construction;

[0033] 3) The concrete structure slipform construction system under high temperature and large temperature difference between the positive and negative sides provided by the embodiment of the present invention has a novel and unique idea for overcoming the difficulties caused by high temperature and large temperature difference between the positive and negative sides in slipform construction. The measures are easy to use, low cost but excellent effect, strong practicality, good operability and expansibility, and provide a reference example and operational inspiration for slipform construction under high temperature and strong light environment, and provide another pioneering method for slipform construction. Therefore, it has great promotion and application value. BRIEF DESCRIPTION OF THE DRAWINGS

[0034] In order to more clearly illustrate the technical solution of the present invention, the following briefly introduces the drawings required for use in the embodiments of the present invention.

[0035] Obviously, the drawings described below are only drawings of some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without creative work, but these other drawings also belong to the drawings required for use in the embodiments of the present invention.

[0036] Figure 1 A schematic diagram of a concrete structure slipform construction system under high temperature and large temperature difference between positive and negative surfaces provided by an embodiment of the present invention;

[0037] Figure 2 A schematic diagram of the partial structure of a concrete structure slipform construction system in an environment of high temperature and large temperature difference between the positive and negative surfaces provided by an embodiment of the present invention.

[0038] In the figure:

[0039] 110-concrete structure foundation, 120-concrete structure;

[0040] 200-Concrete structure slipform construction system;

[0041] 210-template, 220-lifting opening frame;

[0042] 231-upper platform, 232-middle platform, 233-lower platform;

[0043] 241-upper fence, 2411-upper vertical pole, 2412-upper horizontal pole, 242-lower fence, 2421-lower vertical pole, 2422-lower horizontal pole, 243-fine mesh, 244-ice water tank, 245-sprinkler pipe, 246-thermal insulation geotextile. DETAILED DESCRIPTION

[0044] In order to make the purpose, technical solution, beneficial effects and significant progress of the embodiments of the present invention clearer, the technical solution in the embodiments of the present invention will be clearly and completely described below in combination with the drawings provided in the embodiments of the present invention. Obviously, all the described embodiments are only partial embodiments of the present invention, rather than all embodiments; based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of the present invention.

[0045] It should be noted that the terms "first", "second", etc. in the specification and claims of the present invention and the drawings of the embodiments of the present invention are only used to distinguish different objects, rather than to describe a specific order. In addition, the term "including" and any variation thereof are intended to cover non-exclusive inclusions. For example, a process, method, system, product or device comprising a series of steps or units is not limited to the listed steps or units, but may optionally include steps or units that are not listed, or may optionally include other steps or units inherent to these processes, methods, products or devices.

[0046] It should be understood that in the description of the embodiments of the present invention, some indicative orientation or position words used are only based on the orientation or position relationship shown in the drawings of the embodiments of the present invention, and are for the convenience of describing the embodiments of the present invention and simplifying the explanation, rather than indicating or implying the specific orientation, specific orientation structure and operation that the device or element described must have. Therefore, it should not be understood as a limitation of the present invention.

[0047] In the present invention, unless otherwise clearly stipulated and limited, the terms such as "install", "connect", "fix" and the like should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, a movable connection, or an integrated connection; it can be a direct connection, an indirect connection through an intermediate medium, an invisible signal connection, or even an optical connection; it can be the internal connection of two elements or the interaction relationship between two elements, unless otherwise clearly limited.

[0048] For those skilled in the art, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0049] It should also be noted that the following specific embodiments may be combined with each other, and the same or similar concepts or processes therein may not be repeated in some embodiments.

[0050] The technical solution of the present invention is described in detail below with specific embodiments.

[0051] Example

[0052] like Figure 1 A schematic diagram of a concrete structure slipform construction system under high temperature and large temperature difference between positive and negative surfaces provided by an embodiment of the present invention, Figure 2 A partial structural schematic diagram of a concrete structure slipform construction system under high temperature and large temperature difference between positive and negative surfaces provided by an embodiment of the present invention is shown as follows:

[0053] A concrete structure slipform construction system 200 under high temperature and large temperature difference between positive and negative surfaces, comprising a lifting system, a mold system, an operating platform system and an auxiliary facility system, wherein:

[0054] The template 210 in the mold system is arranged on both sides of the built-in steel bars of the concrete structure 120. The lifting system includes a lifting frame 220. The lifting frame 220 is arranged on the template 210 for sliding the template 210. The operating platform system is arranged on the lifting frame 220 for controlling the operation of the concrete structure slipform construction system 200 and the maintenance and post-processing of the concrete structure 120.

[0055] The operating platform system includes an upper platform 231, a middle platform 232 and a lower platform 233, and the operating platform is provided with an enclosure, sunshade, cooling and heat insulation system;

[0056] The upper platform 231 is arranged on the top of the lifting frame 220 and the table top of the upper platform 231 is higher than the top of the template 210, the middle platform 232 is arranged below the upper platform 231, and the lower platform 233 is suspended below the middle platform 231;

[0057] The enclosure, sunshade, cooling and heat insulation system includes an upper fence 241, a lower fence 242, a dense mesh 243, an ice water tank 244, a spray pipe 245 and a heat insulation geotextile 246;

[0058] The upper fence 241 includes an upper vertical bar 2411 and an upper horizontal bar 2412. The upper vertical bar 2411 is erected on the outer sides of the upper platform 231 and the middle platform 232, and the upper horizontal bar 2412 is connected between the upper vertical bars 2411.

[0059] The lower fence 242 includes a lower vertical bar 2421 and a lower horizontal bar 2422. The lower vertical bar 2421 is set up on both sides of the lower platform 233 parallel to the concrete structure 120, and the lower horizontal bar 2422 is connected between the lower vertical bars 2421.

[0060] A dense mesh 243 is arranged on the upper fence 241 and the lower fence 242, an ice water tank 244 is arranged on the upper platform 231, a spray pipe 245 is arranged on the lifting frame 220, and one end of the spray pipe 245 is connected to the ice water tank 244, and the spray end of the spray pipe 245 is arranged on the top of the template 210;

[0061] The insulating geotextile 246 covers the outside of the template 210, and a temperature sensing device (not shown in the figure) is provided on the insulating geotextile 246. When the temperature sensed by the temperature sensing device (not shown in the figure) exceeds the specified temperature, the valve of the ice water tank 244 is opened to release ice water and pour it onto the insulating geotextile 246 through the sprinkler pipe 245 until the temperature on the insulating geotextile 246 reaches the specified requirement.

[0062] Furthermore, in this embodiment, the thermal insulation geotextile 246 is cut according to the size of the rib separation area on the back of the template 210, and then four layers of the cut thermal insulation geotextile 246 are overlapped and placed in the rib separation area on the back of the template 210 and fixed with wooden strips.

[0063] Furthermore, in this embodiment, the outer surface of the ice water tank 244 is insulated by wrapping with mineral wool, and a molded wood board is used to fix and cover the mineral wool.

[0064] Furthermore, in this embodiment, the prescribed temperature is 25°C.

[0065] From the above description, we can see that:

[0066] First, the present embodiment provides a concrete structure slipform construction system for high temperature and large temperature difference between the positive and negative surfaces, including a lifting system, a mold system, an operating platform system and an auxiliary facility system, wherein: the operating platform system includes an upper platform, a middle platform and a lower platform, and the operating platform is provided with an enclosure, shading, cooling and heat insulation system, the enclosure, shading, cooling and heat insulation system includes an upper fence, a lower fence, a dense mesh, an ice water tank, a spray pipe and a thermal insulation geotextile, the dense mesh is arranged on the upper fence and the lower fence, the ice water tank is arranged on the upper platform, the spray pipe is arranged on the lifting frame, one end of the spray pipe is connected to the ice water tank, the spray end of the spray pipe is arranged on the top of the template, and the thermal insulation geotextile covers the template. The outer side of the heat-insulating geotextile is provided with a temperature sensing device. When the temperature sensed by the temperature sensing device exceeds the specified temperature, the valve of the ice water tank is opened to release ice water and pour it onto the heat-insulating geotextile through the sprinkler pipe until the temperature on the heat-insulating geotextile reaches the specified requirement. In this way, when the concrete structure is slip-formed under high temperature and large temperature difference between the yin and yang sides, the concrete cracking caused by high temperature is avoided, which causes quality accidents. At the same time, the concrete structure is prevented from collapsing or cracking due to the asynchronous increase of concrete strength on the yin and yang sides of the concrete structure caused by strong sunlight. Normal slip-form construction under high temperature and large temperature difference between the yin and yang sides is achieved, and the construction period and quality of the concrete structure are ensured.

[0067] Secondly, the concrete structure slipform construction system provided by the embodiment under high temperature and large temperature difference between the yin and yang sides is configured by setting the operating platform in the operating platform system as an upper platform, a middle platform and a lower platform. While functional divisions are performed on each platform, orderly interweaving of people and logistics is ensured, and orderly construction is ensured, a dense mesh is set on the fence of each platform to effectively block the direct sunlight on the formwork and the newly poured concrete, thereby avoiding the occurrence of collapse or cracking caused by the asynchronous increase of concrete strength on the yin and yang sides of the concrete structure, and realizing normal slipform construction under high temperature and severe climate environment with large temperature difference between the yin and yang sides, and effectively solving the problems in slipform construction;

[0068] Thirdly, the slipform construction system for concrete structures in an environment of high temperature and large temperature difference between the positive and negative surfaces provided in this embodiment has a novel and unique idea for overcoming the difficulties caused by the high temperature and large temperature difference between the positive and negative surfaces in slipform construction. The measures are easy and simple to use, the cost is not high but the effect is excellent, and the system has strong practicality, good operability and expansibility. It provides a reference example and operational inspiration for slipform construction in an environment of high temperature and strong light, and provides another pioneering method for slipform construction. Therefore, it has great promotion and application value.

[0069] In the description of the above manual:

[0070] The terms "this embodiment", "an embodiment of the present invention", "as shown in ...", "further", "as an optional technical solution", etc., mean that the specific features, structures, materials or characteristics described in the embodiment or example are included in at least one embodiment or example of the present invention;

[0071] In this specification, the schematic expressions of the above terms do not necessarily refer to the same embodiment or example, and the specific features, structures, materials or characteristics described may be combined or combined in any one or more embodiments or examples in a suitable manner;

[0072] In addition, under the premise that no contradiction occurs, a person of ordinary skill in the art may combine or combine different embodiments or examples and features of different embodiments or examples described in this specification.

[0073] Finally, it should be noted that:

[0074] The above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit the same. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that they can still modify the technical solutions described in the aforementioned embodiments, or replace some or all of the technical features therein by equivalents, and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the scope of the technical solutions of the embodiments of the present invention. The non-essential improvements, adjustments or replacements made by those skilled in the art based on the contents of this specification are all within the scope of protection required by the present invention.

Claims

1. A concrete structure slipform construction system under high temperature and large temperature difference between positive and negative surfaces, comprising a lifting system, a mold system, an operating platform system and an auxiliary facility system, wherein: The templates in the mold system are arranged on both sides of the built-in steel bars of the concrete structure; the lifting system includes a lifting frame, which is arranged on the template for sliding the template; the operating platform system is arranged on the lifting frame to control the operation of the concrete structure slipform construction system and the maintenance and post-processing of the concrete structure; it is characterized by: The operating platform system includes an upper platform, a middle platform and a lower platform, and the operating platform is provided with an enclosure, sunshade, cooling and heat insulation system; The upper platform is arranged on the top of the lifting frame and the table top of the upper platform is higher than the top of the template, the middle platform is arranged below the upper platform, and the lower platform is suspended below the middle platform; The enclosure, sunshade, cooling and heat insulation system comprises an upper fence, a lower fence, a dense mesh, an ice water tank, a spray pipe and a heat insulation geotextile; The upper fence includes an upper vertical bar and an upper horizontal bar, wherein the upper vertical bar is erected on the outer sides of the upper platform and the middle platform, and the upper horizontal bar is connected between the upper vertical bars; The lower fence includes lower vertical bars and lower cross bars, the lower vertical bars are erected on both sides of the lower platform parallel to the concrete structure, and the lower cross bars are connected between the lower vertical bars; The dense mesh is arranged on the upper fence and the lower fence, the ice water tank is arranged on the upper platform, the spray pipe is arranged on the lifting frame, and one end of the spray pipe is connected with the ice water tank, and the spray end of the spray pipe is arranged on the top of the template; The thermal insulation geotextile covers the outer side of the template, and a temperature sensing device is provided on the thermal insulation geotextile. When the temperature sensed by the temperature sensing device exceeds the specified temperature, the valve of the ice water tank is opened to release ice water and pour it onto the thermal insulation geotextile through the sprinkler pipe until the temperature on the thermal insulation geotextile reaches the specified requirement.

2. The concrete structure slipform construction system under high temperature and large temperature difference between positive and negative surfaces as claimed in claim 1, characterized in that: The thermal insulation geotextile is cut according to the size of the rib separation area on the back of the template, and then four layers of the cut thermal insulation geotextile are overlapped and placed in the rib separation area on the back of the template and fixed with wooden strips.

3. The concrete structure slipform construction system under high temperature and large temperature difference between positive and negative surfaces according to claim 1, characterized in that: The outer surface of the ice water tank is wrapped with mineral wool for heat insulation, and a wooden template is used to fix and shield the mineral wool.

4. The concrete structure slipform construction system under high temperature and large temperature difference between positive and negative surfaces according to claim 1, characterized in that: The prescribed temperature is 25°C.

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