Die for ablation-resistant layer concrete member of diversion trench

Abstract

The utility model relates to the technical field of diversion trench production, and provides a die for an ablation-resistant layer concrete member of a diversion trench, which comprises a die base, two first die side plates, two second die side plates and an embedded component, and the two first die side plates are detachably connected to the die base; the two second mold side plates are detachably connected to the mold base, the first mold side plates are connected to the second mold side plates, and a pouring space is defined by the first mold side plates, the second mold side plates and the mold base; the embedded assembly is arranged in the pouring space and provided with a first limiting structure and a second limiting structure in the height direction of the embedded part, the first limiting structure is suitable for installing a first reinforcing mesh, and the second limiting structure is suitable for installing a second reinforcing mesh. According to the mold for the ablation-resistant layer concrete member of the diversion trench, the first reinforcing mesh and the second reinforcing mesh on the upper layer and the lower layer can be fixed at the same time through the embedded assembly, the requirement for the thickness of a reinforcing protection layer can be met through one-time pouring, and the construction efficiency is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of diversion trough production, in particular to a mould for ablation-resistant layer concrete component of a diversion trough. Background Art

[0002] The existing diversion trough mainly adopts the cast-in-place construction method, which adopts the method of reserving steel bars in the reinforced concrete base and pouring the erosion-resistant concrete as a whole. The construction period is long. The erosion-resistant concrete can only be constructed after the base reinforced concrete reaches a certain strength, and the post-poured erosion-resistant concrete also needs to solidify and harden and meet the strength requirements before it can be put into use; some reinforced concrete layers such as side walls and curved walls and the erosion-resistant concrete layers need to be supported by secondary formwork and poured separately, which greatly increases the construction cost and also increases the construction period; when the erosion-resistant concrete layer is damaged after repeated use, it needs to be repaired by cutting out the groove, which has a large workload and a long reuse cycle after repair; multiple pouring construction will cause more site interference factors to the construction site, reduce labor productivity, and increase environmental pollution such as dust, and generate more construction waste. Utility Model Content

[0003] The present application aims to solve at least one of the technical problems existing in the related art. To this end, the present application proposes a mold for an ablation-resistant concrete component of a diversion trough to solve the defects of the existing diversion troughs such as long construction period and high construction cost.

[0004] The mold for the ablation-resistant layer concrete component of the diversion trough proposed in an embodiment of the present application includes:

[0005] mold base;

[0006] Two first mold side plates are detachably connected to the mold base, and the two first mold side plates are arranged opposite to each other;

[0007] Two second mold side plates are detachably connected to the mold base, the two second mold side plates are arranged opposite to each other, the first mold side plate is connected to the second mold side plate, and the first mold side plates, the second mold side plates and the mold base enclose a casting space;

[0008] The embedded component is arranged in the casting space. The embedded component is provided with a first limiting structure and a second limiting structure along the height direction of the embedded part. The first limiting structure is suitable for installing a first steel mesh, and the second limiting structure is suitable for installing a second steel mesh.

[0009] According to the mold of the ablation-resistant layer concrete component for the diversion trough in the embodiment of the present application, the embedded components can simultaneously fix the upper and lower layers of the first steel mesh and the second steel mesh, and the thickness of the steel protection layer can be met by one pouring, thereby improving construction efficiency and reducing construction costs.

[0010] According to one embodiment of the present application, mounting plates are provided at opposite ends of the first mold side plate, one of the mounting plates is connected to the mold base, and the extending direction of the mounting plate is away from the casting space.

[0011] According to one embodiment of the present application, the mounting plate connected to the mold base is provided with a side plate mounting hole, and the side plate mounting hole is provided with an internal thread, and the mold base is provided with a side plate assembly hole, and the side plate assembly hole corresponds to the side plate mounting hole.

[0012] According to one embodiment of the present application, the first mold side plate is provided with reinforcement plates at opposite ends, and the second mold side plate is connected to the reinforcement plates.

[0013] According to one embodiment of the present application, the angle between the side edge and the bottom edge of the first mold side panel is a set angle, wherein the set angle is 75° to 85°, the second mold side panel is connected to the side edge of the first mold side panel, and the angle between the second mold side panel and the mold base is the set angle.

[0014] According to one embodiment of the present application, the embedded component includes a mounting platform and an embedded part, the mounting platform is detachably connected to the mold base, the embedded part is installed on the mounting platform, and the embedded part is provided with the first limiting structure and the second limiting structure.

[0015] According to one embodiment of the present application, the mounting platform is a frustum, and the cross-sectional area of ​​the side close to the mold base is larger than the cross-sectional area of ​​the side away from the mold base.

[0016] According to one embodiment of the present application, a fixing part is included, a first mounting hole is provided inside the embedded part, a second mounting hole is provided inside the mounting platform, and a third mounting hole is provided inside the mold base, and the fixing part is suitable for being installed and fixed through the first mounting hole, the second mounting hole and the third mounting hole in sequence.

[0017] According to one embodiment of the present application, a shear key groove is provided on the top of the embedded part, and the shear key groove opens upward.

[0018] According to one embodiment of the present application, the number of the embedded components is four;

[0019] And / or, the first limiting structure is a first steel bar installation groove, and the second limiting structure is a second steel bar installation groove.

[0020] Additional aspects and advantages of the present application will be given in part in the description below, and in part will become obvious from the description below, or will be learned through practice of the present application. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] In order to more clearly illustrate the technical solutions in the present invention or the prior art, a brief introduction will be given below to the drawings required for use in the embodiments or the description of the prior art. Obviously, the drawings described below are some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying any creative work.

[0022] Figure 1 It is a structural schematic diagram of a mold for an ablation-resistant layer concrete component of a diversion trough provided in an embodiment of the present application.

[0023] Figure 2 It is a schematic diagram of the top view of the structure of the mold of the ablation-resistant layer concrete component for the diversion trough provided in an embodiment of the present application.

[0024] Figure 3 It is a front view structural schematic diagram of a mold for an ablation-resistant layer concrete component of a diversion trough provided in an embodiment of the present application.

[0025] Figure 4 It is a side structural schematic diagram of a mold for an ablation-resistant layer concrete component of a diversion trough provided in an embodiment of the present application.

[0026] Figure 5 It is a front view structural schematic diagram of a mold connecting a first steel mesh and a second steel mesh for an ablation-resistant layer concrete component of a diversion trough provided in an embodiment of the present application.

[0027] Figure 6 It is a side structural schematic diagram of a mold connecting a first steel mesh and a second steel mesh for an ablation-resistant layer concrete component of a diversion trough provided in an embodiment of the present application.

[0028] Figure 7 It is a structural schematic diagram of the embedded parts provided in an embodiment of the present application.

[0029] Reference numerals:

[0030] 10. Casting space;

[0031] 20. The first steel mesh;

[0032] 30. Second steel mesh;

[0033] 100. Mold base; 110. Third mounting hole;

[0034] 200, first mold side plate; 210, mounting plate; 220, reinforcement plate;

[0035] 300, second mold side plate;

[0036] 400, embedded component; 410, embedded part; 411, first limiting structure; 412, second limiting structure; 413, first mounting hole; 414, shear keyway; 420, mounting platform; 421, second mounting hole;

[0037] 500. Fixing parts. DETAILED DESCRIPTION

[0038] The following embodiments of the present invention are described in further detail with reference to the accompanying drawings and examples. The following examples are used to illustrate the present invention, but are not intended to limit the scope of the present invention.

[0039] In the description of the embodiments of the present application, it should be noted that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", etc., indicating the orientation or positional relationship, are based on the orientation or positional relationship shown in the accompanying drawings, and are only for the convenience of describing the embodiments of the present application and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation, and therefore cannot be understood as limiting the embodiments of the present application. In addition, the terms "first", "second", and "third" are used for descriptive purposes only and cannot be understood as indicating or implying relative importance.

[0040] In the description of the embodiments of this application, it should be noted that, unless otherwise expressly specified or limited, the terms "connected" and "connection" should be understood in a broad sense. For example, they can refer to fixed or detachable connections, where fixed connections can include integral connections; they can refer to mechanical or electrical connections; and they can refer to direct connections or indirect connections through an intermediary. Those skilled in the art will understand the specific meanings of the above terms in the embodiments of this application based on the specific circumstances.

[0041] In the embodiments of the present application, unless otherwise expressly specified or limited, a first feature being "above" or "below" a second feature may mean that the first and second features are in direct contact, or that the first and second features are in indirect contact through an intermediate medium. Furthermore, a first feature being "above," "above," and "above" a second feature may mean that the first feature is directly above or obliquely above the second feature, or simply means that the first feature is higher in level than the second feature. A first feature being "below," "below," and "below" a second feature may mean that the first feature is directly below or obliquely below the second feature, or simply means that the first feature is lower in level than the second feature.

[0042] In the description of this specification, the description with reference to the terms "one embodiment", "some embodiments", "example", "specific example", or "some examples" means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the embodiments of the present application. In this specification, the schematic representations of the above terms do not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any one or more embodiments or examples in a suitable manner. In addition, those skilled in the art can combine and combine different embodiments or examples described in this specification and the features of different embodiments or examples, unless they are contradictory.

[0043] The following combination Figures 1 to 7 The present invention describes a mold for an ablation-resistant concrete component of a diversion channel.

[0044] It should be noted that this solution is applicable to the production and casting of erosion-resistant prefabricated components (hereinafter referred to as components) for removable launch platform guide troughs. This solution primarily addresses the sloped components, the inventive embedded parts, the connection method between the embedded parts and the mold, the connection method between the embedded parts and the steel bars, and the connection and removal method of the reserved holes, ensuring the production quality and efficiency of the erosion-resistant prefabricated components for removable launch platform guide troughs.

[0045] According to the mold of the ablation-resistant layer concrete component for the diversion trough proposed in the embodiment of the present application, please refer to Figures 1 to 7 The mold for the ablation-resistant layer concrete component of the diversion trough includes a mold base 100, two first mold side plates 200, two second mold side plates 300 and an embedded component 400. The two first mold side plates 200 are detachably connected to the mold base 100, and the two first mold side plates 200 are arranged opposite to each other; the two second mold side plates 300 are detachably connected to the mold base 100, and the two second mold side plates 300 are arranged opposite to each other, the first mold side plate 200 is connected to the second mold side plate 300, and the first mold side plate 200, the second mold side plate 300 and the mold base 100 form a casting space 10; the embedded component 400 is arranged in the casting space 10, and the embedded component 400 is provided with a first limiting structure 411 and a second limiting structure 412 along the height direction of the embedded part 410. The first limiting structure 411 is suitable for installing the first steel mesh 20, and the second limiting structure 412 is suitable for installing the second steel mesh 30.

[0046] According to the mold of the ablation-resistant layer concrete component for the diversion trough in the embodiment of the present application, the embedded component 400 can simultaneously fix the upper and lower layers of the first steel mesh 20 and the second steel mesh 30, and the thickness of the steel protection layer can be met by one pouring, thereby improving construction efficiency and reducing construction costs.

[0047] As will be understood, the mold base 100 is used to stably position and support the other parts of the mold. The first mold side panel 200 and the second mold side panel 300 are symmetrically mounted on either side of the mold base 100. Together, the first mold side panel 200, the second mold side panel 300, and the mold base 100 form a semi-enclosed casting space 10 for accommodating and securing materials such as concrete and steel bars. As will be understood, both the first mold side panel 200 and the second mold side panel 300 are detachably connected to the mold base 100, facilitating removal after the concrete is formed in the casting space 10.

[0048] The embedded component 400 is a structural component pre-installed in the casting space 10 and is used to fix reinforcing materials such as steel mesh. In this embodiment, the embedded component 400 is provided with a first limiting structure 411 and a second limiting structure 412, which are respectively used to install the first steel mesh 20 and the second steel mesh 30. The design of the embedded component 400 makes the installation and positioning of the steel mesh simple and quick, greatly improving the construction efficiency. At the same time, by precisely controlling the position of the steel mesh, the stability and strength of the steel skeleton inside the ablation-resistant layer concrete component are ensured, thereby improving the overall quality of the component. The first limiting structure 411 and the second limiting structure 412 are respectively arranged at different heights of the embedded component 400, and are used to fix the upper and lower layers of steel mesh (i.e., the first steel mesh 20 and the second steel mesh 30). They can use slots, clamps or other forms of mechanical structures to achieve a firm fixation of the steel mesh.

[0049] According to one embodiment of the present application, mounting plates 210 are provided at opposite ends of the first mold side plate 200 , wherein one of the mounting plates 210 is connected to the mold base 100 , and the extending direction of the mounting plate 210 is facing away from the casting space 10 .

[0050] It is understood that the mounting plates 210 are plate-like structures fixed to opposite ends of the first mold side plates 200. The mounting plates 210 and the first mold can form a C-shaped plate structure. One of the mounting plates 210 is connected to the mold base 100, making the connection between the first mold side plates 200 and the mold base 100 more stable and enhancing the stability of the entire mold structure. During the concrete pouring process, this stable connection helps to resist deformation caused by concrete pressure and ensure the molding accuracy of the component.

[0051] The mounting plate 210 may be connected to the first mold side plate 200 by fasteners such as bolts, or may be integrally formed with the first mold side plate 200, which is not specifically limited herein.

[0052] Connecting via mounting plate 210 simplifies mold assembly and disassembly. Installation of the side panels is accomplished by simply aligning and securing the mounting plate 210 with the corresponding connectors (e.g., bolts, pins, etc.). Similarly, disassembly requires only loosening the connectors. This design improves construction efficiency and reduces wear and tear caused by repeated assembly and disassembly.

[0053] It should be noted that the mounting plates 210 extend away from the pouring space 10, ensuring that they do not interfere with the concrete pouring process. During pouring, concrete can flow smoothly into the pouring space 10 without being blocked or dispersed by structures such as the mounting plates 210, thereby ensuring the uniformity and integrity of the ablation-resistant concrete component.

[0054] Of course, a mounting plate 210 may also be provided on a side of the first mold side plate 200 close to the mold base 100 .

[0055] According to one embodiment of the present application, the mounting plate 210 connected to the mold base 100 is provided with a side panel mounting hole, and the side panel mounting hole is provided with an internal thread, and the mold base 100 is provided with a side panel assembly hole, and the side panel assembly hole corresponds to the side panel mounting hole.

[0056] The side panel mounting holes are holes opened on the mounting plate 210 for mounting and fixing the first mold side panel 200. The side panel mounting holes are provided with internal threads to cooperate with corresponding fasteners (such as bolts, screws, etc.) to achieve a stable connection of the side panels.

[0057] The side panel assembly holes are holes opened on the mold base 100 and corresponding to the side panel mounting holes on the mounting plate 210. The side panel assembly holes are used to receive and guide fasteners through the mounting plate 210 to achieve a stable connection between the side panel and the base.

[0058] According to one embodiment of the present application, a reinforcement plate 220 is provided at opposite ends of the first mold side plate 200 , and the second mold side plate 300 is connected to the reinforcement plate 220 , and the extension direction of the reinforcement plate is back to the casting space 10 .

[0059] It is understood that the reinforcement plates 220 are auxiliary structures provided at opposite ends of the first mold side plates 200 to enhance the rigidity and stability of the first mold side plates 200. The second mold side plates 300 are connected to the reinforcement plates 220 to further enhance the connection stability between the two side plates. This connection method enables the two side plates to work together during the pouring process, jointly resisting the pressure and vibration of the concrete and preventing the mold from shifting or deforming.

[0060] The reinforcing plate 220 may be connected to the first mold side plate 200 by fasteners such as bolts, or may be integrally formed with the first mold side plate 200, and no specific limitation is imposed herein.

[0061] According to one embodiment of the present application, the angle between the side and bottom of the first mold side panel 200 is a set angle, wherein the set angle is 75° to 85°, the second mold side panel 300 is connected to the side of the first mold side panel 200, and the angle between the second mold side panel 300 and the mold base 100 is the set angle.

[0062] It is understood that the first mold side plate 200 is inclined at a set angle to the side and bottom, and the second mold side plate 300 is connected to the side of the first mold side plate 200 and is also at a set angle (75° to 85°) with the mold base 100. This design ensures that the two side plates of the mold maintain a consistent vertical angle with the base, thereby optimizing the structural strength of the mold and the molding effect of the ablation-resistant layer concrete component.

[0063] According to one embodiment of the present application, the embedded component 400 includes a mounting platform 420 and an embedded part 410. The mounting platform 420 is detachably connected to the mold base 100. The embedded part 410 is installed on the mounting platform 420. The embedded part 410 is provided with a first limiting structure 411 and a second limiting structure 412.

[0064] It will be appreciated that the mounting platform 420 and the mold base 100 utilize a removable connection, such as a bolt connection or a slot connection, to facilitate installation, removal, and reuse of the embedded component 400. The embedded component 410 is pre-installed in the casting space 10. The first and second retaining structures 411 and 412 secure the two layers of steel mesh, ensuring the strength of the cast, ablation-resistant concrete component. The mounting platform 420 and embedded component 410 are removably connected, allowing the mounting platform 420 to be removed from the component after casting is complete.

[0065] According to one embodiment of the present application, the mounting platform 420 is a frustum, and the cross-sectional area of ​​the side close to the mold base 100 is larger than the cross-sectional area of ​​the side away from the mold base 100.

[0066] It can be understood that the frustum-shaped mounting platform 420 has a gradually decreasing cross-sectional area in the vertical direction, and the cross-sectional area on the side close to the mold base 100 is larger than the cross-sectional area on the side away from the mold base 100. After the casting is completed, the mounting platform 420 is easy to disassemble without damaging the surface of the component.

[0067] According to one embodiment of the present application, a fixing member 500 is included, a first mounting hole 413 is provided inside the embedded part 410, a second mounting hole 421 is provided inside the mounting platform 420, and a third mounting hole 110 is provided on the mold base 100. The fixing member 500 is suitable for being installed and fixed through the first mounting hole 413, the second mounting hole 421 and the third mounting hole 110 in sequence.

[0068] It can be understood that the first mounting hole 413 is located inside the embedded part 410, and its size and shape need to match the fixing part 500 to ensure that the fixing part 500 can pass through smoothly. The second mounting hole 421 is located inside the mounting platform 420 and corresponds to the first mounting hole 413. The third mounting hole 110 is located on the mold base 100 and corresponds to the second mounting hole 421. The size and shape of the third mounting hole 110 need to match the end of the fixing part 500 to ensure that the fixing part 500 can be firmly fixed on the mold base 100. By passing the fixing part 500 through the mounting holes of the embedded part 410, the mounting platform 420 and the mold base 100 in sequence, the entire embedded component 400 is firmly connected to the mold base 100.

[0069] According to an embodiment of the present application, a shear key groove 414 is provided at the top of the embedded part 410, and the opening of the shear key groove 414 faces upward.

[0070] It can be understood that the setting of the shear key groove 414 can increase the contact area between the embedded part 410 and the concrete, and at the same time can prevent the concrete from entering the inside of the first mounting hole 413.

[0071] In one embodiment, the shear key groove 414 is a cylindrical groove; when the hexagon socket head long shank bolt penetrates through the embedded part 410 and the mounting platform 420 and is tightly connected to the reserved bolt hole in the middle position of the mold base 100, and the hexagon socket head bolt can be flush with the cylindrical groove, which is convenient for grinding and smoothing the surface of the component.

[0072] In one embodiment, the internal thread direction of the second mounting hole 421 of the mounting platform 420 is opposite to the internal thread direction of the first mounting hole 413 of the embedded part 410.

[0073] When the strength of the component reaches the requirement, it is removed in the order of the second mold side plate 300 and the first mold side plate 200. After the component is lifted, a coarse-threaded lifting ring can be screwed into the internal thread of the mounting platform 420. Since the internal thread of the mounting platform 420 is different from the internal thread of the embedded part 410, the coarse-threaded lifting ring is pushed to the thread of the embedded part 410. By continuing to screw, the mounting platform 420 can be disengaged from the component.

[0074] In one embodiment, after the mounting platform 420 is removed, a high-pressure water gun can be used to wash away the slurry that has coagulated and hardened in the side wall of the component and the side wall at the bottom of the component after the removal of the mounting platform 420, and expose the aggregate.

[0075] According to an embodiment of the present application, the number of the embedded components 400 is four. [[ID=!]]

[0076] According to an embodiment of the present application, the first limiting structure 411 is a first steel bar installation groove, and the second limiting structure 412 is a second steel bar installation groove, forming a structure in the shape of the Chinese character "king".

[0077] The mold of the ablation-resistant concrete component of the diversion trough of the present application is described below with reference to a specific embodiment:

[0078] Lay the mold base 100 flat on the ground or table, place the first mold side plate 200 on the mold base 100, align the bolt holes of the first mold side plate 200 with the reserved bolt holes on the edge of the mold base 100, and temporarily connect the first mold side plate 200 to the mold base 100 with hexagon socket bolts;

[0079] Align the bolt holes of the second mold side plate 300 with the reinforcing plate 220 of the first mold side plate 200, paying attention to the bevel direction of the second mold side plate 300. The bottom and top of the second mold side plate 300 are flush with the first mold side plate 200, and use hexagon socket bolts to connect and tighten the second mold side plate 300 and the reinforcing plate 220 of the first mold side plate 200, and then tighten the first mold side plate 200 and the mold base 100;

[0080] First, place the four mounting platforms 420 at the four reserved bolt holes in the middle of the mold base 100. Place the flat side of the embedded part 410 on the mounting platform 420 with the shear key slot 414 facing upward. After aligning the positions, use hexagon socket long-rod bolts to penetrate the embedded part 410 and the mounting platform 420 and connect and tighten with the reserved bolt holes in the middle of the mold base 100.

[0081] Apply a release agent to the mold base 100 to ensure the surface quality of the component; apply a stone-revealing agent to the mold side mold to ensure that the side wall of the component has a rough surface, which will provide better shear resistance when pouring the material later; apply a stone-revealing agent around the mounting platform 420 to ensure that the side wall of the reserved hole has a rough surface, which will provide better overall performance when pouring the material later;

[0082] After applying the release agent and stone-exposing agent, arrange the steel mesh, place the first steel mesh 20 in the first steel bar positioning groove of the embedded part 410, and place the second steel mesh 30 in the second steel bar positioning groove of the embedded part 410. The steel bars at the oblique part of the component are arranged in two layers of upper and lower steel bars, and the vertical part of the component is arranged in a circular manner, which can effectively improve the integrity of the upper and lower layers of steel mesh cages.

[0083] When the strength of the ablation-resistant component meets the requirement, the molds are removed in the order of the second mold side plate 300-the first mold side plate 200. After the component is lifted, a coarse threaded lifting ring is used to screw it into the internal thread of the mounting platform 420. Since the internal thread of the mounting platform 420 is different from the thread of the embedded part 410, the coarse threaded lifting ring is pushed to the thread of the embedded part 410. Continue to screw and the embedded part of the mounting platform 420 can be removed. After the component is removed, a high-pressure water gun is used to wash away the solidified and hardened slurry on the side walls of the component and the side walls of the mounting platform 420 to expose the aggregate.

[0084] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit it. 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 make equivalent replacements for some of the technical features therein. However, these modifications or replacements do not deviate the essence of the corresponding technical solutions from the spirit and scope of the technical solutions of the various embodiments of the present invention.

Claims

1. A mold for a concrete component of an ablation-resistant layer for a diversion trough, characterized in that: include: mold base (100); Two first mold side plates (200) are detachably connected to the mold base (100), and the two first mold side plates (200) are arranged opposite to each other; Two second mold side plates (300) are detachably connected to the mold base (100), the two second mold side plates (300) are arranged opposite to each other, the first mold side plate (200) is connected to the second mold side plate (300), and the first mold side plate (200), the second mold side plate (300) and the mold base (100) enclose a casting space (10); The embedded component (400) is provided in the casting space (10), and the embedded component (400) is provided with a first limiting structure (411) and a second limiting structure (412) along the height direction of the embedded component (400), wherein the first limiting structure (411) is suitable for installing a first steel mesh (20), and the second limiting structure (412) is suitable for installing a second steel mesh (30).

2. The mold for the ablation-resistant layer concrete component of the diversion trough according to claim 1, characterized in that: Mounting plates (210) are provided at opposite ends of the first mold side plate (200), one of the mounting plates (210) is connected to the mold base (100), and the extending direction of the mounting plate (210) faces away from the casting space (10).

3. The mold for the ablation-resistant layer concrete component of the diversion trough according to claim 2, characterized in that: The mounting plate (210) connected to the mold base (100) is provided with a side plate mounting hole, and the side plate mounting hole is provided with an internal thread, and the mold base (100) is provided with a side plate assembly hole, and the side plate assembly hole corresponds to the side plate mounting hole.

4. The mold for the ablation-resistant layer concrete component of the diversion trough according to claim 1, characterized in that: Reinforcement plates (220) are provided at opposite ends of the first mold side plate (200), and the second mold side plate (300) is connected to the reinforcement plates (220).

5. The mold for the ablation-resistant layer concrete component of the diversion trough according to claim 1, characterized in that: The included angle between the side and bottom of the first mold side plate (200) forms a set angle, wherein the set angle is 75° to 85°; the second mold side plate (300) is connected to the side of the first mold side plate (200); and the included angle between the second mold side plate (300) and the mold base (100) is the set angle.

6. The mold for the ablation-resistant layer concrete component of the diversion trough according to claim 1, characterized in that: The embedded component (400) comprises a mounting platform (420) and an embedded part (410), wherein the mounting platform (420) is detachably connected to the mold base (100), the embedded part (410) is mounted on the mounting platform (420), and the embedded part (410) is provided with the first limiting structure (411) and the second limiting structure (412).

7. The mold for the ablation-resistant layer concrete component of the diversion trough according to claim 6, characterized in that: The mounting platform (420) is a frustum, and the cross-sectional area of ​​the side close to the mold base (100) is larger than the cross-sectional area of ​​the side away from the mold base (100).

8. The mold for the ablation-resistant layer concrete component of the diversion trough according to claim 6, characterized in that: The invention comprises a fixing member (500), wherein a first mounting hole (413) is provided inside the embedded member (410), a second mounting hole (421) is provided inside the mounting platform (420), and a third mounting hole (110) is provided on the mold base (100), and the fixing member (500) is adapted to be installed and fixed in sequence through the first mounting hole (413), the second mounting hole (421), and the third mounting hole (110).

9. The mold for the ablation-resistant layer concrete component of the diversion trough according to claim 8, characterized in that: A shear key groove (414) is provided on the top of the embedded part (410), and the opening of the shear key groove (414) faces upward.

10. The mold for the ablation-resistant layer concrete component of the diversion channel according to any one of claims 1 to 9, characterized in that: The number of the embedded components (400) is four; And / or, the first limiting structure (411) is a first steel bar installation groove, and the second limiting structure (412) is a second steel bar installation groove.

Images