Basalt fiber advanced composite material slope protection stacking formwork

Abstract

The utility model provides a basalt fiber advanced composite material slope protection stacking formwork, which relates to the technical field of slope protection engineering, and includes a plurality of interconnected slope protection formworks; the slope protection formworks include a central formwork, vertical formworks connected to opposite ends of the central formwork in the vertical direction, and horizontal formworks connected to opposite ends of the central formwork in the horizontal direction, and the central formwork, the vertical formwork and the horizontal formworks cooperate with each other to form a space for accommodating cast-in-place concrete. By setting the central formwork, the vertical formwork and the horizontal formwork, the overall formwork is a split design, which is convenient for transportation and installation. The central formwork can strengthen the firmness of the connection between the book formwork and the horizontal formwork, and utilizes the excellent properties of basalt fiber advanced composite materials such as high strength, high toughness, corrosion resistance, and wear resistance. It adopts an assembled design, has an optimized structure, light weight, and convenient transportation, and is more convenient and efficient in construction and removal. It can greatly improve construction efficiency, can be reused, and has the ability to adapt to different slope protection construction environments.

Description

Technical Field

[0001] The utility model relates to the technical field of slope protection engineering, in particular to a basalt fiber advanced composite material slope protection stacking template. Background Art

[0002] In the construction of railways, highways, and water conservancy projects, slope protection has always been an important link. With the advancement of science and technology and the continuous deepening of engineering practice, cast-in-place concrete slope protection molds, as a new type of slope protection structure, have gradually shown their unique advantages. Slope protection formworks are mainly steel formworks and plastic formworks. Although steel formworks have a long service life during use, they have a large deadweight, occupy a large number of engineering machinery during use, have a long construction period, high construction costs, and high maintenance costs. In addition, the surface of the produced concrete is warped, dull, and the edge lines of the components are rough and hard. The edges and corners are easily damaged, and the slurry is easily leaked to cause pockmarks. The reserved holes are easily misplaced and twisted. These defects greatly reduce the external beauty of the slope protection concrete. Plastic molds are light in weight, easy to construct, and have good appearance quality. However, plastic formworks currently have the disadvantages of poor strength, corrosion resistance, weather resistance, impact resistance, and short service life. Therefore, it is urgent to solve the common problems of plastic formworks.

[0003] In view of this, the present utility model is proposed. Utility Model Content

[0004] The utility model aims to provide a basalt fiber advanced composite material slope protection stacking formwork to at least solve one of the technical problems of the existing steel formwork, namely, heavy weight, long construction period, high construction cost, high maintenance cost, easy damage to corners, easy leakage of slurry causing roughness, easy dislocation and distortion of reserved holes, or poor strength, corrosion resistance, weather resistance and impact resistance of plastic formwork.

[0005] In order to achieve the above-mentioned purpose of the utility model, the following technical solutions are adopted:

[0006] The utility model provides a basalt fiber advanced composite material slope protection stacking template, including a plurality of interconnected slope protection templates;

[0007] The slope protection formwork includes a central formwork, vertical formworks connected to opposite ends of the central formwork in the vertical direction, and a horizontal formwork connected to opposite ends of the central formwork in the horizontal direction. The central formwork, the vertical formwork and the horizontal formwork cooperate with each other to form a space for accommodating cast-in-place concrete.

[0008] Furthermore, the vertical formwork of the slope protection formwork is connected to the vertical formwork of the adjacent slope protection formwork, and the horizontal formwork of the slope protection formwork is connected to the horizontal formwork of the adjacent slope protection formwork.

[0009] Furthermore, the central formwork includes a central cover plate and four blind corners located below the central cover plate, the opposite ends of the central cover plate in the vertical direction are connected to the top of the vertical formwork, the opposite ends of the central cover plate in the horizontal direction are connected to the top of the horizontal formwork, and the blind corners are respectively connected to adjacent vertical formworks and horizontal formworks.

[0010] Furthermore, the vertical formwork includes a vertical cover plate, a first vertical side plate and a second vertical side plate, the vertical cover plate is located at the upper ends of the first vertical side plate and the second vertical side plate, and the vertical cover plate, the first vertical side plate and the second vertical side plate cooperate with each other to form a vertical space for accommodating cast-in-place concrete.

[0011] Furthermore, the horizontal formwork includes a horizontal cover plate, a first horizontal side plate and a second horizontal side plate, wherein the horizontal cover plate is located at the upper ends of the first horizontal side plate and the second horizontal side plate, and the horizontal cover plate, the first horizontal side plate and the second horizontal side plate cooperate with each other to form a horizontal space for accommodating cast-in-place concrete.

[0012] Furthermore, the central cover plate, the vertical cover plates and the horizontal cover plates are all provided with protrusions, and the protrusions on the vertical cover plates and the horizontal cover plates correspond to the positions of the protrusions on the central cover plate.

[0013] Furthermore, the plane where the vertical cover plate is located is perpendicular to the plane where the first vertical side plate and the second vertical side plate are located.

[0014] Furthermore, the plane where the transverse cover plate is located is perpendicular to the plane where the first transverse side plate and the second transverse side plate are located.

[0015] Furthermore, the size of the center cover plate is 50*40*7cm, the size of the vertical cover plate is 1800*60*7cm, the size of the horizontal cover plate is 1300*50*7cm, the size of the blind corner is 30*45*5cm, the size of the first horizontal side plate is 1800*45*5cm, the size of the second horizontal side plate is 1800*45*5cm, the size of the first vertical side plate is 1300*45*5cm, and the size of the second vertical side plate is 1300*45*5cm.

[0016] Furthermore, the center cover plate, the blind corner, the vertical cover plate, the first vertical side plate, the second vertical side plate, the horizontal cover plate, the first horizontal side plate and the second horizontal side plate are all provided with a reinforcing rib structure for improving the mechanical strength.

[0017] The basalt fiber advanced composite material slope protection stacking formwork provided by the utility model has a central formwork, a vertical formwork and a horizontal formwork, and the overall formwork is a split design, which is convenient for transportation and installation. The central formwork can strengthen the firmness of the connection between the book formwork and the horizontal formwork. The basalt fiber advanced composite material has many excellent properties such as high strength, high toughness, corrosion resistance, and wear resistance. It adopts an assembled design, has an optimized structure, light weight, and convenient transportation. Construction and dismantling are more convenient and efficient, can greatly improve construction efficiency, can be reused, and has the ability to adapt to different slope protection construction environments. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] In order to more clearly illustrate the specific implementation methods of the utility model or the technical solutions in the prior art, the drawings required for use in the specific implementation methods or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are some implementation methods of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0019] Figure 1 A schematic diagram of the overall structure of a basalt fiber advanced composite material slope protection stacking formwork provided in an embodiment of the utility model;

[0020] Figure 2 for Figure 1 Schematic diagram of the enlarged structure of the slope protection formwork.

[0021] Figure 3 A schematic diagram of a partial structure of a basalt fiber advanced composite material slope protection stacking formwork provided in an embodiment of the utility model;

[0022] Figure 4 A schematic diagram of the central template structure provided in an embodiment of the utility model.

[0023] Icons: 10-slope protection formwork; 11-center cover plate; 12-blind corner; 13-vertical cover plate; 14-first vertical side plate; 15-second vertical side plate; 16-horizontal cover plate; 17-first horizontal side plate; 18-second horizontal side plate; 19-protrusion; 20-reinforcement rib structure. DETAILED DESCRIPTION

[0024] Unless otherwise defined herein, scientific and technical terms used in conjunction with the present invention shall have the meanings commonly understood by those of ordinary skill in the art. The meaning and scope of the terms should be clear, however, in the case of any potential ambiguity, the definitions provided herein take precedence over any dictionary or external definitions. In this application, unless otherwise stated, the use of "or" means "and / or". In addition, the use of the term "including" and other forms is non-limiting.

[0025] In the description of the present utility model, it should be noted that the terms "proximal end", "distal end", "front end", "rear end", "inside", "outside", etc. indicate positions or positional relationships based on the positions or positional relationships shown in the accompanying drawings, or the positions or positional relationships in which the utility model product is usually placed when in use, which are only for the convenience of describing the present utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific position, be constructed and operated in a specific position, and therefore cannot be understood as a limitation on the present utility model. In addition, the terms "first", "second", etc. are only used to distinguish the description, and cannot be understood as indicating or implying relative importance.

[0026] The terms "horizontal", "vertical" and the like do not mean that the components are required to be absolutely horizontal or suspended, but can be slightly tilted. For example, "horizontal" only means that its direction is more horizontal than "vertical", and does not mean that the structure must be completely horizontal, but can be slightly tilted.

[0027] In the description of the present invention, it is also necessary to explain that, unless otherwise clearly specified and limited, the terms "set", "install", and "connect" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a direct connection, or an indirect connection through an intermediate medium, or it can be a communication between the two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0028] The inventors found that basalt fiber advanced composite materials have the advantages of high strength, light weight, impact resistance, wear resistance and aging resistance, and can maintain their structural stability and service life under harsh external environmental conditions.

[0029] The utility model provides a basalt fiber advanced composite material slope protection stacking formwork, comprising a plurality of mutually connected slope protection formworks 10;

[0030] The slope protection formwork 10 includes a central formwork, vertical formworks connected to opposite ends of the central formwork in the vertical direction, and a horizontal formwork connected to opposite ends of the central formwork in the horizontal direction. The central formwork, the vertical formwork, and the horizontal formwork cooperate with each other to form a space for accommodating cast-in-place concrete.

[0031] By setting up the central formwork, vertical formwork and horizontal formwork, the overall formwork is a split design, which is easy to carry and install. The central formwork can strengthen the firmness of the connection between the book formwork and the horizontal formwork. It utilizes the many excellent properties of basalt fiber advanced composite materials such as high strength, high toughness, corrosion resistance, and wear resistance. It adopts an assembled design, with optimized structure, light weight, and easy transportation. Construction and dismantling are more convenient and efficient, which can greatly improve construction efficiency, reuse, and the ability to adapt to different slope protection construction environments.

[0032] The basalt fiber advanced composite material slope protection stacking formwork has a simple structure, is easy to carry and assemble, and can improve construction efficiency.

[0033] During the specific assembly, each template is fixed by a quick-install rotating handle. By adopting the quick-install rotating handle fixation and prefabricated design, the construction and dismantling are more convenient and efficient, and it is reusable and capable of adapting to different construction environments.

[0034] In some specific implementations, the vertical formwork of the slope protection formwork 10 is connected to the vertical formwork of the adjacent slope protection formwork 10 , and the horizontal formwork of the slope protection formwork 10 is connected to the horizontal formwork of the adjacent slope protection formwork 10 .

[0035] Specifically, for each additional slope protection template 10, it is necessary to add one central cover plate 11, two vertical cover plates 13, two horizontal cover plates 16, four blind corners 12, two first vertical side plates 14, two second vertical side plates 15, two first horizontal side plates 17, and two second horizontal side plates 18. The number of slope protection templates 10 can be set according to the actual needs of the slope protection project to form a basalt fiber advanced composite material slope protection stack template that can cover the slope to be protected.

[0036] In some specific embodiments, the central formwork includes a central cover plate 11 and four blind corners 12 located below the central cover plate 11, the opposite ends of the central cover plate 11 in the vertical direction are connected to the top of the vertical formwork, the opposite ends of the central cover plate 11 in the horizontal direction are connected to the top of the horizontal formwork, and the blind corners 12 are respectively connected to adjacent vertical formworks and horizontal formworks.

[0037] The sides of the adjacent vertical templates are connected by the blind corner 12, so that a regular corner structure is formed at the corner, which is not easy to be damaged. The central template can be set as an integrated cross structure to ensure that the horizontal template and the vertical template are firmly connected.

[0038] In some specific embodiments, the vertical formwork includes a vertical cover plate 13, a first vertical side plate 14 and a second vertical side plate 15, wherein the vertical cover plate 13 is located at the upper ends of the first vertical side plate 14 and the second vertical side plate 15, and the vertical cover plate 13, the first vertical side plate 14 and the second vertical side plate 15 cooperate with each other to form a vertical space for accommodating cast-in-place concrete.

[0039] In some specific embodiments, the horizontal formwork includes a horizontal cover plate 16, a first horizontal side plate 17 and a second horizontal side plate 18, wherein the horizontal cover plate 16 is located at the upper ends of the first horizontal side plate 17 and the second horizontal side plate 18, and the horizontal cover plate 16, the first horizontal side plate 17 and the second horizontal side plate 18 cooperate with each other to form a horizontal space for accommodating cast-in-place concrete.

[0040] In some specific embodiments, the central cover plate 11, the vertical cover plate 13 and the horizontal cover plate 16 are all provided with protrusions 19, and the protrusions 19 on the vertical cover plate 13 and the horizontal cover plate 16 correspond to the protrusions 19 on the central cover plate 11. The corresponding protrusions 19 can form drainage grooves matching the protrusions 19 on the top of the concrete during the cast-in-place concrete process. The use function of the cast-in-place concrete product is increased, which is beneficial to the drainage of the slope, reduces the damage to the slope due to water accumulation, and prolongs the life of the slope.

[0041] In some specific embodiments, the plane where the vertical cover plate 13 is located is perpendicular to the planes where the first vertical side plate 14 and the second vertical side plate 15 are located, and the plane where the horizontal cover plate 16 is located is perpendicular to the planes where the first horizontal side plate 17 and the second horizontal side plate 18 are located.

[0042] Basalt fiber advanced composite materials have strict production processes and testing methods. Through precise calculation and repeated tests of the geometric dimensions and material thickness of basalt fiber advanced composite materials, in some specific embodiments, the size of the center cover plate 11 is 50*40*7cm, the size of the vertical cover plate 13 is 1800*60*7cm, the size of the horizontal cover plate 16 is 1300*50*7cm, the size of the blind corner 12 is 30*45*5cm, the size of the first horizontal side panel 17 is 1800*45*5cm, the size of the second horizontal side panel 18 is 1800*45*5cm, the size of the first vertical side panel 14 is 1300*45*5cm, and the size of the second vertical side panel 15 is 1300*45*5cm.

[0043] The structural product has stable performance and standardized and uniform external dimensions, which can not only meet the material strength, toughness, corrosion resistance, wear resistance and other requirements required by the cast-in-place concrete slope protection formwork 10, but also save materials as much as possible and reduce costs.

[0044] In order to further reduce the mass of the overall structure and make it easier to carry and construct.

[0045] In some specific embodiments, the center cover plate 11, the blind corner 12, the vertical cover plate 13, the first vertical side plate 14, the second vertical side plate 15, the horizontal cover plate 16, the first horizontal side plate 17 and the second horizontal side plate 18 are all provided with a reinforcing rib structure 20 for improving the mechanical strength.

[0046] Through the reinforcing rib structure 20, the center cover plate 11, the blind corner 12, the vertical cover plate 13, the first vertical side plate 14, the second vertical side plate 15, the transverse cover plate 16, the first transverse side plate 17 and the second transverse side plate 18 do not need to increase the mechanical strength by increasing the thickness. A plurality of reinforcing rib structures 20 can be provided on the outward side thereof, and non-solid structures are provided between the plurality of reinforcing rib structures 20, which reduces the overall mass of the structure while ensuring the mechanical strength.

[0047] The technical solution of the utility model will be clearly and completely described below in conjunction with the embodiments. Obviously, the described embodiments are part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0048] Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the present invention to be protected, but merely represents selected embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0049] It should be noted that similar reference numerals and letters denote similar items in the following drawings, and therefore, once an item is defined in one drawing, further definition and explanation thereof is not required in subsequent drawings.

[0050] Example

[0051] Combination Figure 1 to Figure 4 To illustrate, the basalt fiber advanced composite material slope protection stacking formwork includes a plurality of interconnected slope protection formworks 10; the vertical formwork of the slope protection formwork 10 is connected to the vertical formwork of the adjacent slope protection formwork 10, and the horizontal formwork of the slope protection formwork 10 is connected to the horizontal formwork of the adjacent slope protection formwork 10.

[0052] The slope protection template 10 includes a central template, vertical templates connected to opposite ends of the central template in the vertical direction, and horizontal templates connected to opposite ends of the central template in the horizontal direction.

[0053] The vertical formwork includes a vertical cover plate 13, a first vertical side plate 14 and a second vertical side plate 15. The vertical cover plate 13 is located at the upper end of the first vertical side plate 14 and the second vertical side plate 15. The vertical cover plate 13, the first vertical side plate 14 and the second vertical side plate 15 cooperate with each other to form a vertical space for accommodating cast-in-place concrete. The plane where the vertical cover plate 13 is located is perpendicular to the plane where the first vertical side plate 14 and the second vertical side plate 15 are located.

[0054] The horizontal formwork includes a horizontal cover plate 16, a first horizontal side plate 17 and a second horizontal side plate 18. The horizontal cover plate 16 is located at the upper end of the first horizontal side plate 17 and the second horizontal side plate 18. The horizontal cover plate 16, the first horizontal side plate 17 and the second horizontal side plate 18 cooperate with each other to form a horizontal space for accommodating cast-in-place concrete. The plane where the horizontal cover plate 16 is located is perpendicular to the plane where the first horizontal side plate 17 and the second horizontal side plate 18 are located.

[0055] The central template includes a central cover plate 11 and four blind corners 12 located below the central cover plate 11. The opposite ends of the central cover plate 11 in the vertical direction are connected to the vertical cover plates 13, and the opposite ends of the central cover plate 11 in the horizontal direction are connected to the horizontal cover plates 16. The blind corners 12 are respectively connected to the adjacent first vertical side plate 14 or the second vertical side plate 15 and the first horizontal side plate 17 or the second horizontal side plate 18.

[0056] The central cover plate 11 , the vertical cover plates 13 and the horizontal cover plates 16 are all provided with protrusions 19 , and the positions of the protrusions 19 on the vertical cover plates 13 and the horizontal cover plates 16 correspond to the positions of the protrusions 19 on the central cover plate 11 .

[0057] The size of the center cover plate 11 is 50*40*7cm, and the size of the blind corner 12 is 30*45*5cm;

[0058] The size of the vertical cover plate 13 is 1800*60*7 cm, the size of the first vertical side plate 14 is 1300*45*5 cm, and the size of the second vertical side plate 15 is 1300*45*5 cm;

[0059] The size of the transverse cover plate 16 is 1300*50*7 cm, the size of the first transverse side plate 17 is 1800*45*5 cm, and the size of the second transverse side plate 18 is 1800*45*5 cm.

[0060] The central cover plate 11 , the blind corner 12 , the vertical cover plate 13 , the first vertical side plate 14 , the second vertical side plate 15 , the horizontal cover plate 16 , the first horizontal side plate 17 and the second horizontal side plate 18 are all provided with a reinforcing rib structure 20 for improving the mechanical strength.

[0061] When using:

[0062] 1. Slope repair:

[0063] According to the slope gradient, foundation elevation and other data, set up a fixed sample hanging line, clean the loose soil and floating soil on the surface, fill the potholes and pat them down to make the slope surface smooth. The compaction degree of the soil base should be the same as that of the roadbed on the same layer to prevent sinking from affecting the overall stability.

[0064] 2. Measurement and setting out:

[0065] According to the design drawings, the outline of the slope protection formwork is laid out and the foundation trench excavation position is accurately located.

[0066] 3. Foundation trench excavation:

[0067] The foundation trench of the slope protection stacking formwork is excavated manually. When excavating the foundation trench, attention should be paid to the accuracy of the geometric dimensions and positions. The trenching depth is 15 cm below the vertical slope surface and is partially embedded in the slope surface to stabilize the topsoil and prevent the slope from becoming unstable. Over-excavation is strictly prohibited.

[0068] 4. Installation:

[0069] Several slope protection templates 10 are assembled in units, manually carried to the construction site, assembled from bottom to top, and each template is fixed with a quick-install rotating handle. According to the ground conditions, the side is appropriately knocked with a rubber hammer to achieve a reasonable template matching gap.

[0070] The basalt fiber advanced composite material slope protection stacking formwork has increased the use function of the cast-in-place concrete product through the concave design on the back of the overall formwork product, which is beneficial to the drainage of the slope, reduces the damage to the slope caused by water accumulation on the slope, and extends the life of the slope. The geometric dimensions and material thickness of the basalt fiber advanced composite material are accurately calculated and repeatedly tested, and it has strict production processes and testing methods. The product has stable performance and standardized and unified external dimensions. It can not only meet the material strength, toughness, corrosion resistance, wear resistance and other requirements required by the cast-in-place concrete slope protection formwork 10, but also save materials as much as possible and reduce costs.

[0071] It also utilizes the many excellent properties of basalt fiber advanced composite materials such as high strength, high toughness, corrosion resistance, wear resistance, etc. It adopts a quick-release turning handle fixation and assembly design. It has an optimized structure, light weight, and easy transportation. Construction and dismantling are more convenient and efficient, which can greatly improve construction efficiency, is reusable, and has the ability to adapt to different slope protection construction environments.

[0072] Finally, it should be noted that the above embodiments are only used to illustrate the technical solution of the utility model, rather than to limit it. Although the utility model has been described in detail with reference to the aforementioned embodiments, ordinary technicians in this field should understand that they can still modify the technical solutions recorded in the aforementioned embodiments, or replace some or all of the technical features therein with equivalents. However, these modifications or replacements do not make the essence of the corresponding technical solution deviate from the scope of the technical solution of the embodiments of the utility model.

Claims

1. A basalt fiber advanced composite material slope protection stacking formwork, characterized in that: It comprises a plurality of mutually connected slope protection templates (10); The slope protection formwork (10) comprises a central formwork, vertical formworks connected to opposite ends of the central formwork in the vertical direction, and a horizontal formwork connected to opposite ends of the central formwork in the horizontal direction. The central formwork, the vertical formworks and the horizontal formworks cooperate with each other to form a space for accommodating cast-in-place concrete.

2. The basalt fiber advanced composite material slope protection stacking formwork according to claim 1 is characterized in that: The vertical formwork of the slope protection formwork (10) is connected to the vertical formwork of the adjacent slope protection formwork (10), and the horizontal formwork of the slope protection formwork (10) is connected to the horizontal formwork of the adjacent slope protection formwork (10).

3. The basalt fiber advanced composite material slope protection stacking formwork according to claim 1 is characterized in that: The central formwork comprises a central cover plate (11) and four blind corners (12) located below the central cover plate (11); the two opposite ends of the central cover plate (11) in the vertical direction are connected to the top of the vertical formwork; the two opposite ends of the central cover plate (11) in the horizontal direction are connected to the top of the horizontal formwork; and the blind corners (12) are respectively connected to adjacent vertical formworks and horizontal formworks.

4. The basalt fiber advanced composite material slope protection stacking formwork according to claim 3 is characterized in that: The vertical formwork comprises a vertical cover plate (13), a first vertical side plate (14) and a second vertical side plate (15); the vertical cover plate (13) is located at the upper ends of the first vertical side plate (14) and the second vertical side plate (15); the vertical cover plate (13), the first vertical side plate (14) and the second vertical side plate (15) cooperate with each other to form a vertical space for accommodating cast-in-place concrete.

5. The basalt fiber advanced composite material slope protection stacking formwork according to claim 4 is characterized in that: The transverse formwork comprises a transverse cover plate (16), a first transverse side plate (17) and a second transverse side plate (18); the transverse cover plate (16) is located at the upper ends of the first transverse side plate (17) and the second transverse side plate (18); the transverse cover plate (16), the first transverse side plate (17) and the second transverse side plate (18) cooperate with each other to form a transverse space for accommodating cast-in-place concrete.

6. The basalt fiber advanced composite material slope protection stacking formwork according to claim 5 is characterized in that: The central cover plate (11), the vertical cover plate (13) and the horizontal cover plate (16) are all provided with protrusions (19), and the protrusions (19) on the vertical cover plate (13) and the horizontal cover plate (16) correspond to the positions of the protrusions (19) on the central cover plate (11).

7. The basalt fiber advanced composite material slope protection stacking formwork according to claim 6 is characterized in that: The plane where the vertical cover plate (13) is located is respectively perpendicular to the planes where the first vertical side plate (14) and the second vertical side plate (15) are located.

8. The basalt fiber advanced composite material slope protection stacking formwork according to claim 6 is characterized in that: The plane where the transverse cover plate (16) is located is perpendicular to the planes where the first transverse side plate (17) and the second transverse side plate (18) are located.

9. The basalt fiber advanced composite material slope protection stacking formwork according to claim 6, characterized in that: The size of the central cover plate (11) is 50*40*7cm, the size of the vertical cover plate (13) is 1800*60*7cm, the size of the horizontal cover plate (16) is 1300*50*7cm, the size of the blind corner (12) is 30*45*5cm, the size of the first horizontal side plate (17) is 1800*45*5cm, the size of the second horizontal side plate (18) is 1800*45*5cm, the size of the first vertical side plate (14) is 1300*45*5cm, and the size of the second vertical side plate (15) is 1300*45*5cm.

10. The basalt fiber advanced composite material slope protection stacking formwork according to claim 9, characterized in that: The central cover plate (11), the blind corner plate (12), the vertical cover plate (13), the first vertical side plate (14), the second vertical side plate (15), the horizontal cover plate (16), the first horizontal side plate (17) and the second horizontal side plate (18) are all provided with a reinforcing rib structure (20) for improving the mechanical strength.

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