Assembly type prefabricated ditch

Abstract

The utility model discloses an assembly type prefabricated ditch which comprises a component bottom plate, component side plates are arranged on the two sides of the top of the component bottom plate, the assembly type prefabricated ditch further comprises assembly structures, and the assembly structures are arranged at the two ends of the component bottom plate and the two ends of the component side plates. The utility model relates to the technical field of prefabricated ditches, the prefabricated ditches are quickly and stably assembled end to end through the S-shaped connecting ends and the olecranon connecting ends, and the assembly joints of the prefabricated ditches are subjected to water stop and seepage prevention treatment, so that the sealing performance and the stability of the ditch connection are effectively improved, and meanwhile, the sealing performance and the stability of the ditch connection are improved. The steel strands are used for generating pre-compressive stress in the prefabricated ditch, tensile stress generated by external loads is counteracted, cracks of ditch components can be remarkably reduced or even eliminated, it is ensured that the ditch components have enough strength and durability, and therefore the overall waterproof performance of the assembly type prefabricated ditch can be improved, and the service life of the assembly type prefabricated ditch can be prolonged.

Description

Technical Field

[0001] This utility model relates to the field of prefabricated ditch technology, specifically a prefabricated assembled ditch. Background Technology

[0002] Precast prefabricated ditches are a type of ditch construction that uses prefabricated components for rapid assembly. These components are typically prefabricated in a factory, including base slabs, connecting frames, side panels, and cover plates, and are made from various materials such as high-strength concrete. They can be quickly assembled on-site. Compared to traditional on-site manual masonry or reinforced concrete pouring methods, precast prefabricated ditches offer advantages such as convenient construction, shorter construction period, relatively lower cost, and less environmental pollution. However, in existing technologies, precast ditches require additional connecting components for end-to-end connection, making assembly inconvenient. Furthermore, after prolonged use, the tensile stress generated by external loads can easily cause cracks in the precast ditches, affecting their durability and impermeability. Utility Model Content

[0003] To address the shortcomings of existing technologies, this utility model provides a prefabricated modular ditch, which solves the problems of existing technologies where prefabricated ditches require the use of other connecting components for end-to-end connection, making assembly inconvenient, and after long-term use, the tensile stress generated by external loads can easily cause cracks in the prefabricated ditch, affecting its durability and impermeability.

[0004] To achieve the above objectives, this utility model provides the following technical solution: a prefabricated precast ditch, comprising a component base plate, with component side plates provided on both sides of the top of the component base plate, and the prefabricated precast ditch further comprising an assembly structure disposed at both ends of the component base plate and the component side plates; a prestressed anchor assembly disposed on the side of the component base plate and the component side plates that are close to each other; wherein, the precast ditch is assembled end to end by the assembly structure, and the prestressed anchor assembly is used to offset the tensile stress generated by external loads on the component base plate and the component side plates.

[0005] Preferably, the assembly structure includes a connecting structure disposed at both ends of the component side plate; a water-stopping structure disposed at both ends of the component side plate; and a capping assembly disposed at the top of the component side plate; wherein, the connecting structure is used to assemble the precast ditch, and the water-stopping structure is used to stop water seepage at the assembly connection of the precast ditch, and the capping assembly is used to seal the top of the precast ditch.

[0006] Preferably, the connection structure includes an S-shaped connection end, which is disposed at one end of the two component side plates; and an eagle beak connection end is disposed at the end of the two component side plates away from the S-shaped connection end; wherein, the S-shaped connection end and the eagle beak connection end are conducive to connecting the precast ditch components end to end by means of a socket connection.

[0007] Preferably, the water-stopping structure includes an S-shaped bevel positioning steel plate, which is fixedly connected to the inner wall of the beak-shaped connecting end; and an S-shaped rubber waterstop is fixedly connected to the outer wall of the S-shaped connecting end; wherein, the S-shaped bevel positioning steel plate and the S-shaped rubber waterstop improve the overall waterproof performance of the prefabricated ditch.

[0008] Preferably, the sealing assembly includes steel hinge supports, which are fixedly connected at equal intervals to the top of the component side plate located on one side; a top cover plate is equidistantly disposed above the component side plate and rotatably connected to the steel hinge supports; and rubber support seats are fixedly connected at equal intervals to the top of the component side plate away from the steel hinge supports and are engaged with the top cover plate; wherein, with the cooperation of the steel hinge supports and the rubber support seats, the top cover plate seals the ditch.

[0009] Preferably, the prestressed anchor assembly includes an anchoring structure embedded in the bottom of the component side plate; anchor fixing assemblies are disposed at both ends of the anchoring structure; wherein the anchoring structure is fixedly connected to the interior of the component side plate by the anchor fixing assemblies.

[0010] Preferably, the anchoring structure includes a corrugated metal pipe embedded inside the side plate of the component; steel strands passing through the corrugated metal pipe; anchor plates disposed at both ends of the corrugated metal pipe and fixedly connected to the side plate of the component; anchors disposed on the side of the anchor plates away from the corrugated metal pipe; wedges respectively cooperating with and connected to the steel strands and the anchors; grouting holes disposed on the top side of the anchor plates and communicating with the corrugated metal pipe; wherein, the steel strands pass through the corrugated metal pipe and the anchor plates, the anchors and wedges anchor the steel strands at both ends of the side plate of the component, and high-strength grouting material is injected into the corrugated metal pipe through the grouting holes to enhance the adhesion between the steel strands and the corrugated metal pipe, and the pre-compression stress generated by the steel strands offsets the tensile stress generated by external loads.

[0011] Preferably, the anchor fixing assembly includes a spiral bar, which is connected to the outer wall of the anchor plate and embedded in the side plate of the component; mounting holes are equidistantly opened on the outer wall of the anchor plate; wherein, the spiral bar is used to reinforce the anchor plate, and the mounting holes facilitate the fixing of the anchor plate and the spiral bar to the inside of the side plate of the component using fasteners such as anchor bolts.

[0012] Preferably, the side plate of the component is provided with pre-embedded optical fiber holes. Beneficial effects

[0013] This utility model provides a prefabricated modular ditch. It offers the following advantages: The prefabricated modular ditch allows for rapid and stable assembly from end to end via S-shaped and beak-shaped connecting ends. Water-stopping and seepage-proofing treatment is applied to the assembly joints, effectively improving the sealing and stability of the ditch connections. Simultaneously, the use of steel strands to generate pre-stress within the prefabricated ditch counteracts the tensile stress generated by external loads, significantly reducing or even eliminating cracks in the ditch components. This ensures sufficient strength and durability of the ditch components, thus contributing to improved overall waterproofing performance and service life of the prefabricated modular ditch. Attached Figure Description

[0014] Figure 1 This is a schematic diagram of the structure of this utility model;

[0015] Figure 2 This is a side view of the present invention;

[0016] Figure 3 This is a schematic diagram of the appearance of the present utility model;

[0017] Figure 4 This is a schematic diagram of the structure of the steel strand, anchor plate, and clamp in this utility model;

[0018] Figure 5 for Figure 2 A magnified view of a portion of region A in the middle;

[0019] Figure 6 for Figure 3 A magnified view of a portion of region C in the middle;

[0020] Figure 7 for Figure 3 A magnified view of a portion of region B in the middle.

[0021] In the diagram: 1. Component base plate; 2. Component side plate; 3. Assembly structure; 31. Connection structure; 311. S-shaped connection end; 312. Eagle beak connection end; 32. Water-stop structure; 321. S-shaped bevel positioning steel plate; 322. S-shaped rubber water-stop plate; 33. Cover assembly; 331. Steel hinge support; 332. Top cover plate; 333. Rubber support seat; 4. Prestressed anchor assembly; 41. Anchoring structure; 411. Metal corrugated pipe; 412. Steel strand; 413. Anchor plate; 414. Anchor; 415. Wedge; 416. Grouting hole; 42. Anchor fixing assembly; 421. Spiral reinforcement; 422. Mounting hole; 5. Fiber optic embedded hole. Detailed Implementation

[0022] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0023] Those skilled in the art can connect the components in this case sequentially. The specific connection and operation sequence should refer to the working principle described below. The detailed connection methods are well-known technologies in the field. The following mainly introduces the working principle and process.

[0024] In the existing technology, precast trenches need to be connected end to end using other connecting components, which is inconvenient to assemble. Moreover, after long-term use, the tensile stress generated by external loads can easily cause cracks in the precast trenches, affecting their durability and impermeability.

[0025] In view of this, the present invention provides a prefabricated precast ditch, which is assembled quickly and stably from end to end using S-shaped connecting ends and beak-shaped connecting ends. The assembly joints of the precast ditch are treated with water-stopping and seepage prevention, and a slope structure is poured inside the prefabricated precast ditch to improve the drainage effect and seepage resistance of the ditch, effectively enhancing the sealing and stability of the ditch connection. At the same time, the use of steel strands to generate pre-compression stress inside the precast ditch can offset the tensile stress generated by external loads, which can significantly reduce or even eliminate cracks in the ditch components, ensuring that the ditch components have sufficient strength and durability. This helps to improve the overall waterproof performance and service life of the prefabricated precast ditch.

[0026] Depend on Figure 1 and Figure 2 As can be seen, the prefabricated ditch in this case includes a component base plate 1, with component side plates 2 on both sides of the top of the component base plate 1. The prefabricated ditch also includes an assembly structure 3, a prestressed anchor assembly 4, and a slope structure 5. The assembly structure 3 is located at both ends of the component base plate 1 and the component side plates 2; the prestressed anchor assembly 4 is located on the side of the component base plate 1 and the component side plates 2 that are close to each other; and the slope structure 5 is located on the top of the component base plate 1. The prefabricated ditch is assembled end to end by the assembly structure 3, and the prestressed anchor assembly 4 is used to offset the tensile stress generated by the external load on the component base plate 1 and the component side plates 2, thereby improving the load-bearing capacity of the ditch components and significantly reducing or even eliminating cracks. The slope structure 5 improves the drainage effect, seepage resistance, and structural stability of the ditch.

[0027] In the specific implementation process, it is worth noting that the component base plate 1 and component side plate 2 are made of high-strength precast concrete to form an integrated ditch structure. They are assembled end to end through the assembly structure 3, and the prestressed anchor assembly 4 is used to offset the tensile stress generated by the external load on the component base plate 1 and component side plate 2. By setting the slope structure 5 on the inner bottom of the precast ditch, the load-bearing capacity and drainage effect of the ditch components are improved, cracks are significantly reduced or even eliminated, and the impermeability and structural stability of the ditch are improved.

[0028] In one feasible approach, please refer to Figure 1 and Figure 2 The assembly structure 3 includes a connecting structure 31, a water-stopping structure 32, and a sealing assembly 33. The connecting structure 31 is located at both ends of the component side plate 2; the water-stopping structure 32 is located at both ends of the component side plate 2; and the sealing assembly 33 is located at the top of the component side plate 2. The connecting structure 31 is used to assemble the prefabricated ditch, and the water-stopping structure 32 is used to stop water and prevent seepage at the assembly connection of the prefabricated ditch. The sealing assembly 33 seals the top of the prefabricated ditch to prevent external moisture or impurities from entering the prefabricated ditch and improve the safety of water supply and irrigation.

[0029] In the specific implementation process, it is worth noting that adjacent prefabricated ditches are connected end to end through the connecting structure 31, the water-stopping structure 32 improves the water-stopping and seepage prevention performance at the assembly connection, and the top of the prefabricated ditch is sealed by the cover assembly 33 to improve the safety of water supply and irrigation.

[0030] In one feasible approach, please refer to Figure 1 , Figure 3 , Figure 6 and Figure 7 The connecting structure 31 includes an S-shaped connecting end 311 and a beak connecting end 312. The S-shaped connecting end 311 is located at one end of the two component side plates 2; the beak connecting end 312 is located at the end of the two component side plates 2 away from the S-shaped connecting end 311. The S-shaped connecting end 311 and the beak connecting end 312 are respectively located at both ends of the ditch component. The prefabricated ditch components are connected end to end by inserting the S-shaped connecting end 311 into the beak connecting end 312 of the adjacent ditch component.

[0031] In the specific implementation process, it is worth noting that by inserting the S-shaped connecting end 311 into the beak connecting end 312 of the adjacent ditch component, a quick and stable connection of the prefabricated ditch components can be achieved, which effectively improves the sealing and stability of the ditch connection and ensures the good performance of the ditch in long-term use. The cooperative design of the S-shaped connecting end 311 and the beak connecting end 312 simplifies the construction process, further shortens the construction period, and reduces construction costs.

[0032] In one feasible approach, please refer to Figure 3 , Figure 6 and Figure 7 The water-stopping structure 32 includes an S-shaped bevel positioning steel plate 321 and an S-shaped rubber waterstop 322. The S-shaped bevel positioning steel plate 321 is fixedly connected to the inner wall of the beak-shaped connecting end 312; the S-shaped rubber waterstop 322 is fixedly connected to the outer wall of the S-shaped connecting end 311. The S-shaped bevel positioning steel plate 321 is fixedly connected to the inner side of the beak-shaped connecting end 312 by welding with the pre-embedded steel bars. The S-shaped rubber waterstop 322 is bonded to the concrete surface of the S-shaped connecting end 311. When the S-shaped connecting end 311 is inserted into the beak-shaped connecting end 312, the tightness between the S-shaped rubber waterstop 322 and the S-shaped bevel positioning steel plate 321 keeps the connection between the two ditch components in a water-stopping state, preventing water leakage and improving the overall waterproof performance and service life of the prefabricated ditch.

[0033] In the specific implementation process, it is worth noting that after the prefabricated ditch is assembled, the S-shaped rubber waterstop 322 is pressed against the S-shaped bevel positioning steel plate 321, and the joint is sealed with polyurethane or silicone sealant to keep the connection between the two ditch components in a water-stop state, prevent water leakage, and improve the overall waterproof performance and service life of the prefabricated ditch.

[0034] In one feasible approach, please refer to Figure 2 , Figure 3 and Figure 5 The sealing assembly 33 includes a steel hinge support 331, a top cover plate 332, and a rubber support 333. The steel hinge support 331 is fixedly connected at equal intervals to the top of the component side plate 2 located on one side. The top cover plate 332 is equidistantly disposed above the component side plate 2 and is rotatably connected to the steel hinge support 331. The rubber support 333 is fixedly connected at equal intervals to the top of the component side plate 2 away from the steel hinge support 331 and is connected to the top cover plate 332. The steel hinge support 331 and the rubber support 333 are fixedly connected to the top of the two component side plates 2 respectively by anchor bolts. One side of the top cover plate 332 is rotatably connected to the component side plate 2 through the steel hinge support 331, and the other side of the top cover plate 332 is supported by the rubber support 333, thereby sealing the top of the prefabricated ditch, preventing external moisture or impurities from entering the prefabricated ditch, and improving the safety of water supply and irrigation.

[0035] In the specific implementation process, it is worth noting that the top cover plate 332 is installed on the top of the precast trench through the steel hinge support 331, and the other side of the top cover plate 332 is stably supported by the rubber support 333, so as to ensure that the top cover plate 332 is not easily deformed or loosened during long-term use, thereby sealing the top of the precast trench, preventing external moisture or impurities from entering the precast trench, and facilitating the maintenance and repair of the interior of the precast trench by construction personnel.

[0036] In one feasible approach, please refer to Figure 1 and Figure 4 The prestressed anchor assembly 4 includes an anchoring structure 41 and an anchor fixing assembly 42. The anchoring structure 41 is embedded in the bottom of the component side plate 2. The anchor fixing assembly 42 is disposed at both ends of the anchoring structure 41. The anchoring structure 41 is fixedly connected to the inside of the component side plate 2 through the anchor fixing assembly 42, so as to offset the tensile stress generated by the external load on the component bottom plate 1 and the component side plate 2, thereby improving the load-bearing capacity and service life of the ditch component.

[0037] In the specific implementation process, it is worth noting that by setting an anchoring structure 41 inside the lower part of the component side plate 2, and by using the anchor fixing component 42 to firmly support and position the anchoring structure 41, the component bottom plate 1 and component side plate 2 can offset the tensile stress generated by the external load, and ensure that the anchoring structure 41 is not prone to loosening or failure during long-term use, thereby improving the load-bearing capacity and service life of the ditch component.

[0038] In one feasible approach, please refer to Figure 1 and Figure 4 The anchoring structure 41 includes a corrugated metal pipe 411, steel strands 412, an anchor plate 413, an anchor 414, wedges 415, and a grouting hole 416. The corrugated metal pipe 411 is embedded inside the side plate 2 of the component; the steel strands 412 pass through the corrugated metal pipe 411; the anchor plate 413 is disposed at both ends of the corrugated metal pipe 411 and is fixedly connected to the side plate 2 of the component; the anchor 414 is disposed on the side of the anchor plate 413 away from the corrugated metal pipe 411; the wedges 415 are respectively connected to the steel strands 412 and the anchor 414; and the grouting hole 416 is disposed at the top of the anchor plate 413. On one side, it is connected to the metal corrugated pipe 411; wherein, the steel strand 412 passes through the metal corrugated pipe 411 and the anchor plate 413, and the steel strand 412 is anchored at both ends of the component side plate 2 by the anchor 414 and the clamp 415, and high-strength grouting material is injected into the metal corrugated pipe 411 through the grouting hole 416 to enhance the bonding force between the steel strand 412 and the metal corrugated pipe 411. The pre-compression stress generated by the steel strand 412 offsets the tensile stress generated by the external load, significantly reducing or even eliminating cracks in the ditch component, and ensuring that the ditch component has sufficient strength and durability.

[0039] In the specific implementation process, it is worth noting that by inserting the steel strand 412 into the metal corrugated pipe 411 and the anchor plate 413, and using the anchor 414 and the clamp 415 to anchor the steel strand 412 at both ends of the component side plate 2, and injecting high-strength grouting material into the metal corrugated pipe 411 through the grouting hole 416, the steel strand 412 generates pre-compression stress inside the precast ditch to offset the tensile stress generated by the external load, significantly reducing or even eliminating cracks in the ditch component, and ensuring that the ditch component has sufficient strength and durability.

[0040] In one feasible approach, please refer to Figure 1 and Figure 4 The anchor fixing assembly 42 includes a spiral rib 421 and mounting holes 422. The spiral rib 421 is connected to the outer wall of the anchor plate 413 and embedded in the component side plate 2. The mounting holes 422 are equidistantly opened on the outer wall of the anchor plate 413. The spiral rib 421 is used to reinforce the anchor plate 413 and improve the connection strength between the anchor plate 413 and the component side plate 2. The mounting holes 422 facilitate the fixing of the anchor plate 413 and the spiral rib 421 to the inside of the component side plate 2 by fasteners such as anchor bolts, ensuring the stability and reliability of the anchoring structure 41 and further improving the overall structural strength and durability of the prefabricated ditch.

[0041] In the specific implementation process, it is worth noting that the anchor plate 413 improves the connection strength between itself and the component side plate 2 through the spiral reinforcement 421, and is fixed by the mounting hole 422, so as to ensure the stability and reliability of the anchoring structure 41 and further improve the overall structural strength and durability of the prefabricated ditch.

[0042] In one feasible approach, please refer to Figure 2 , Figure 3 , Figure 5 and Figure 7 The side plate 2 of the component is provided with fiber optic pre-embedded holes 5.

[0043] In the specific implementation process, it is worth noting that by pre-setting optical fiber embedded holes 5 inside the side plate 2 of the component, damage to the ditch component is avoided, so that the optical fiber is not affected by external interference in the concrete structure, and the information-based monitoring and control of the culvert and water volume measurement are realized.

[0044] Working principle: During the prefabrication of the precast trench, steel strands 412 are inserted into the interior of the corrugated metal pipe 411. Anchors 414 and clamps 415 fix the steel strands 412 at the anchor plate 413. High-strength grouting material is injected into the corrugated metal pipe 411 through the grouting hole 416, generating pre-stress in the steel strands 412 within the precast trench. When external loads generate tensile stress, the pre-stress generated by the steel strands 412 offsets it, reducing or even eliminating cracks in the trench components and improving the durability and impermeability of the precast trench. During assembly, a foundation trench for laying the precast trench is excavated on the ground, a sand cushion layer is laid at the bottom of the trench, and the precast trench is then lifted and placed... At the top of the sand cushion layer, the S-shaped connection end 311 of the precast ditch is inserted into the beak connection end 312 of the adjacent precast ditch to assemble and connect the precast ditch. The S-shaped rubber waterstop 322 located outside the S-shaped connection end 311 is tightly fitted with the S-shaped bevel positioning steel plate 321 located at the beak connection end 312. The joints of the precast ditch are sealed with polyurethane or silicone sealant to improve the assembly efficiency of the precast ditch. After the assembly of the precast ditch is completed, backfill soil is filled into the foundation trench, and the top cover plate 332 is installed on the steel hinge support 331. The top cover plate 332 forms a seal on the top of the precast ditch to prevent external moisture or impurities from entering the precast ditch, thus completing the overall assembly of the precast ditch.

[0045] It should be noted that, in this document, relational terms such as "first" and "second" are used merely to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such a process, method, article, or apparatus. Without further limitations, the phrase "comprising an element defined as..." does not exclude the presence of other identical elements in the process, method, article, or apparatus that includes said element.

[0046] In this utility model, unless otherwise explicitly specified and limited, the terms "installation", "setting", "connection", "fixing", "screw connection", etc., should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral part; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; they can refer to the internal connection of two components or the interaction between two components. Unless otherwise explicitly limited, those skilled in the art can understand the specific meaning of the above terms in this utility model according to the specific circumstances.

[0047] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A prefabricated modular ditch, comprising a component base plate (1), characterized in that: The top two sides of the component base plate (1) are provided with component side plates (2), and the prefabricated ditch also includes: Assembly structure (3) is provided at both ends of the component base plate (1) and the component side plate (2); The prestressed anchor assembly (4) is disposed on the side of the component base plate (1) and the component side plate (2) that are close to each other; The precast trench is assembled end to end by the assembly structure (3), and the prestressed anchor assembly (4) is used to offset the tensile stress generated by the external load on the bottom plate (1) and the side plate (2) of the component.

2. The prefabricated modular ditch according to claim 1, characterized in that: The assembly structure (3) includes: A connecting structure (31) is provided at both ends of the side plate (2) of the component; Water-stopping structure (32) is provided at both ends of the side plate (2) of the component; A capping assembly (33) is disposed on the top of the side plate (2) of the component; The connecting structure (31) is used to assemble the precast ditch and to stop water seepage at the assembly connection of the precast ditch through the water-stopping structure (32), and the capping assembly (33) seals the top of the precast ditch.

3. A prefabricated modular ditch according to claim 2, characterized in that: The connection structure (31) includes: The S-shaped connecting end (311) is disposed at one end of the two component side plates (2); The beak-shaped connecting end (312) is located at the end of the two component side plates (2) away from the S-shaped connecting end (311); The S-shaped connecting end (311) and the beak connecting end (312) are advantageous for connecting the precast ditch components end to end using a socket connection method.

4. A prefabricated modular ditch according to claim 3, characterized in that: The water-stopping structure (32) includes: The S-shaped bevel positioning steel plate (321) is fixedly connected to the inner wall of the beak connecting end (312); S-shaped rubber waterstop (322) is fixedly connected to the outer wall of the S-shaped connection end (311); The overall waterproof performance of the prefabricated ditch is improved by the S-shaped bevel positioning steel plate (321) and the S-shaped rubber waterstop plate (322).

5. A prefabricated modular ditch according to claim 2, characterized in that: The capping assembly (33) includes: A steel hinge support (331) is fixedly connected at equal intervals to the top of the side plate (2) of the component located on one side; The top cover plate (332) is equidistantly disposed above the side plate (2) of the component and is rotatably connected to the steel hinge support (331); The rubber support (333) is fixedly connected at equal intervals to the top of the component side plate (2) away from the steel hinge support (331) and is connected in cooperation with the top cover plate (332); The steel hinge support (331) and the rubber support (333) work together to seal the ditch with the top cover plate (332).

6. A prefabricated modular ditch according to claim 1, characterized in that: The prestressed anchor assembly (4) includes: An anchoring structure (41) is embedded in the bottom of the side plate (2) of the component; Anchor fixing components (42) are disposed at both ends of the anchoring structure (41); The anchoring structure (41) is fixedly connected to the inside of the component side plate (2) by the anchor fixing assembly (42).

7. A prefabricated modular ditch according to claim 6, characterized in that: The anchoring structure (41) includes: A metal bellows (411) is embedded inside the side plate (2) of the component; Steel strand (412) passes through the metal corrugated pipe (411). Anchor plates (413) are disposed at both ends of the metal corrugated pipe (411) and are fixedly connected to the component side plate (2); An anchor (414) is disposed on the side of the anchor plate (413) away from the metal bellows (411); The clamp (415) is connected to the steel strand (412) and the anchor (414) respectively; Grouting hole (416) is provided on one side of the top of the anchor plate (413) and is connected to the metal corrugated pipe (411); The steel strand (412) passes through the corrugated metal pipe (411) and the anchor plate (413). The steel strand (412) is anchored at both ends of the side plate (2) of the component by the anchor (414) and the clamp (415). High-strength grouting material is injected into the corrugated metal pipe (411) through the grouting hole (416) to enhance the bonding force between the steel strand (412) and the corrugated metal pipe (411). The pre-compression stress generated by the steel strand (412) offsets the tensile stress generated by the external load.

8. A prefabricated modular ditch according to claim 7, characterized in that: The anchor fixing assembly (42) includes: Spiral reinforcement (421) is connected to the outer wall of the anchor plate (413) and embedded in the side plate (2) of the component. Mounting holes (422) are equidistantly provided on the outer wall of the anchor plate (413); The spiral reinforcement (421) is used to reinforce the anchor plate (413), and the mounting hole (422) facilitates the fixing of the anchor plate (413) and the spiral reinforcement (421) to the inside of the component side plate (2) by fasteners.

9. A prefabricated modular ditch according to claim 1, characterized in that: The component side plate (2) is provided with fiber optic pre-embedded holes (5).

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