Assembly type prefabricated ditch

Abstract

The invention 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 invention relates to the technical field of prefabricated ditches, the prefabricated ditches are rapidly and stably assembled end to end through the S-shaped connecting ends and the olecranon connecting ends, water stop and seepage prevention treatment is conducted on the assembly connecting positions of the prefabricated ditches, the sealing performance and stability of ditch connection are effectively improved, meanwhile, pre-compressive stress is generated in the prefabricated ditches through steel strands, and the sealing performance of the prefabricated ditches is improved. And tensile stress generated by external loads is counteracted, cracks of the channel component can be remarkably reduced or even eliminated, it is ensured that the channel component has enough strength and durability, and therefore the overall waterproof performance of the assembly type prefabricated channel can be improved, and the service life of the assembly type prefabricated channel can be prolonged.

Description

Technical Field

[0001] The invention relates to the technical field of prefabricated ditches, in particular to an assembled prefabricated ditch. Background Art

[0002] Prefabricated ditches are a method of ditch construction that uses prefabricated components for rapid assembly. The components of prefabricated ditches are usually prefabricated in factories, including base plates, connecting frames, side plates and cover plates, which are made of different materials such as high-strength concrete and can be quickly assembled at the construction site. Compared with traditional on-site manual masonry or reinforced concrete pouring methods, prefabricated ditches have the advantages of convenient construction, short construction period, relatively low cost, and little impact on environmental pollution. In the prior art, prefabricated ditches require the use of other connecting components for end-to-end connection, which makes assembly inconvenient. After long-term use, the tensile stress generated by external loads can easily cause cracks in the prefabricated ditches, affecting the durability and impermeability of the prefabricated ditches. Summary of the invention

[0003] In view of the deficiencies in the prior art, the present invention provides an assembled prefabricated ditch, which solves the problem in the prior art that the prefabricated ditch needs to use other connecting components for end-to-end connection, which is inconvenient to assemble, and after long-term use, the tensile stress generated by external loads can easily cause cracks in the prefabricated ditch, affecting the durability and anti-seepage performance of the prefabricated ditch.

[0004] To achieve the above-mentioned purpose, the present invention is implemented through the following technical scheme: an assembled prefabricated ditch, including a component bottom plate, component side plates are arranged on both sides of the top of the component bottom plate, and the assembled prefabricated ditch also includes an assembly structure, which is arranged at both ends of the component bottom plate and the component side plates; a prestressed anchor assembly is arranged on the side where the component bottom plate and the component side plates are close to each other; wherein the prefabricated ditch is assembled head to tail through the assembly structure, and the prestressed anchor assembly is used to make the component bottom plate and the component side plates offset the tensile stress generated by external loads.

[0005] Preferably, the assembly structure includes a connecting structure, which is arranged at both ends of the component side plate; a water-stopping structure is arranged at both ends of the component side plate; and a covering assembly is arranged at the top of the component side plate; wherein the connecting structure is used to assemble the prefabricated ditch, and the assembly connection of the prefabricated ditch is waterproof and anti-seepage through the water-stopping structure, and the covering assembly closes the top of the prefabricated ditch.

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

[0007] Preferably, the water-stop structure includes an S-shaped groove positioning steel plate, which is fixedly connected to the inner wall of the eagle's beak connecting end; an S-shaped rubber water-stop plate is fixedly connected to the outer wall of the S-shaped connecting end; wherein the overall waterproof performance of the assembled prefabricated ditch is improved by the S-shaped groove positioning steel plate and the S-shaped rubber water-stop plate.

[0008] Preferably, the sealing assembly includes a steel hinge support, which is equidistantly fixedly connected to the top of the component side plate located on one side; a top cover plate is equidistantly arranged above the component side plate and is rotatably connected to the steel hinge support; a rubber support seat is equidistantly fixedly connected to the top of the component side plate away from the steel hinge support and is cooperatively connected to the top cover plate; wherein, with the cooperation of the steel hinge support and the rubber support seat, the top cover plate closes the ditch.

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

[0010] Preferably, the anchoring structure includes a metal bellows, which is embedded in the interior of the side plate of the component; the steel strand runs through the metal bellows; anchor plates are arranged at both ends of the metal bellows and fixedly connected to the side plates of the component; the anchor is arranged on the side of the anchor plate away from the metal bellows; the clips are respectively connected to the steel strands and the anchor; the grouting holes are arranged on the top side of the anchor plate and are connected to the metal bellows; wherein the steel strand runs through the metal bellows and the anchor plate, the steel strand is anchored at both ends of the side plates of the component by the anchor and the clip, and high-strength grouting material is poured into the metal bellows through the grouting holes to enhance the bonding force between the steel strand and the metal bellows, and the tensile stress generated by the external load is offset by the pre-compression stress generated by the steel strand.

[0011] Preferably, the anchor pad fixing assembly includes spiral ribs, which are cooperatively 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 ribs are used to reinforce the anchor plate, and the mounting holes facilitate fixing the anchor plate and the spiral ribs to the inside of the side plate of the component by fasteners such as anchor bolts.

[0012] Preferably, optical fiber pre-buried holes are provided inside the side plates of the component. Beneficial Effects

[0013] The present invention provides an assembled prefabricated ditch. The assembled prefabricated ditch has the following beneficial effects: the assembled prefabricated ditch is assembled quickly and stably end to end through an S-shaped connection end and an eagle-beak connection end, and the assembly connection of the prefabricated ditch is treated with water-stopping and anti-seepage treatment, which effectively improves the sealing and stability of the ditch connection. At the same time, the steel strand is used to generate pre-compression stress inside the prefabricated ditch to offset the tensile stress generated by the external load, which can significantly reduce or even eliminate cracks in the ditch components, ensuring that the ditch components have sufficient strength and durability, which helps to improve the overall waterproof performance and service life of the assembled prefabricated ditch. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 It is a schematic diagram of the structure of the present invention; Figure 2 is a side view of the present invention; Figure 3 It is a schematic diagram of the appearance of the present invention; Figure 4 It is a schematic diagram of the structure of the steel strand, anchor plate and clip in the present invention; Figure 5 for Figure 2 A partial enlarged view of the middle A area; Figure 6 for Figure 3 A partial enlarged view of the middle C area; Figure 7 for Figure 3 A partial enlarged view of area B in the middle.

[0015] In the figure: 1. Component bottom plate; 2. Component side plate; 3. Assembly structure; 31. Connection structure; 311. S-shaped connection end; 312. Eagle beak connection end; 32. Waterstop structure; 321. S-shaped groove positioning steel plate; 322. S-shaped rubber waterstop plate; 33. Cover assembly; 331. Steel hinge support; 332. Top cover plate; 333. Rubber support seat; 4. Prestressed anchor assembly; 41. Anchor structure; 411. Metal bellows; 412. Steel strand; 413. Anchor plate; 414. Anchor; 415. Clip; 416. Grouting hole; 42. Anchor fixing assembly; 421. Spiral rib; 422. Installation hole; 5. Fiber optic pre-buried hole. DETAILED DESCRIPTION

[0016] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. 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.

[0017] By those skilled in the art, the components in this case are connected in sequence. The specific connection and operation sequence should refer to the following working principle. The detailed connection means are well-known technologies in the art. The following mainly introduces the working principle and process.

[0018] In the prior art, prefabricated ditches need to use other connecting components for end-to-end connection, which makes assembly inconvenient. Moreover, after long-term use, the tensile stress generated by external loads can easily cause cracks in the prefabricated ditches, affecting the durability and anti-seepage performance of the prefabricated ditches.

[0019] In view of this, the present invention provides an assembled prefabricated ditch, which is used to quickly and stably assemble the prefabricated ditch from head to tail through S-shaped connecting ends and eagle-beak connecting ends, and the assembly connection of the prefabricated ditch is treated with water-stopping and anti-seepage treatment, and then a slope structure is cast inside the assembled prefabricated ditch to improve the drainage effect and seepage resistance of the ditch, and effectively improve the sealing and stability of the ditch connection. At the same time, steel strands are used to generate pre-compression stress inside the prefabricated ditch to 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, which helps to improve the overall waterproof performance and service life of the assembled prefabricated ditch.

[0020] Depend on Figure 1 and Figure 2 It can be seen that an assembled prefabricated ditch in this case includes a component bottom plate 1, component side plates 2 are arranged on both sides of the top of the component bottom plate 1, and the assembled prefabricated ditch also includes an assembly structure 3, a prestressed anchor assembly 4 and a slope structure 5, the assembly structure 3 is arranged at both ends of the component bottom plate 1 and the component side plate 2; the prestressed anchor assembly 4 is arranged on the side where the component bottom plate 1 and the component side plate 2 are close to each other; the slope structure 5 is arranged on the top of the component bottom plate 1; wherein, the prefabricated ditch is assembled head to tail through the assembly structure 3, and the prestressed anchor assembly 4 is used to make the component bottom plate 1 and the component side plate 2 offset the tensile stress generated by the external load, thereby improving the load capacity of the ditch component, significantly reducing or even eliminating cracks, and improving the drainage effect, seepage resistance and structural stability of the ditch through the slope structure 5.

[0021] In the specific implementation process, it is worth pointing out that the component bottom plate 1 and the component side plate 2 are prefabricated with high-strength concrete to form an integrated ditch structure, which is assembled end to end through the assembly structure 3, and the prestressed anchor assembly 4 is used to enable the component bottom plate 1 and the component side plate 2 to offset the tensile stress generated by the external load, and by arranging a slope structure 5 at the inner bottom of the prefabricated ditch, the load capacity and drainage effect of the ditch component are improved, cracks are significantly reduced or even eliminated, and the anti-seepage performance and structural stability of the ditch are improved.

[0022] In one practicable manner, see Figure 1 and Figure 2 The assembly structure 3 includes a connection structure 31, a water-stopping structure 32 and a cover assembly 33. The connection structure 31 is arranged at both ends of the component side plate 2; the water-stopping structure 32 is arranged at both ends of the component side plate 2; the cover assembly 33 is arranged at the top of the component side plate 2; wherein, the connection structure 31 is used to assemble the prefabricated ditch, and the assembly connection of the prefabricated ditch is waterproof and anti-seepage through the water-stopping structure 32, and the cover assembly 33 seals the top of the prefabricated ditch to prevent external moisture or impurities from entering the assembled prefabricated ditch, thereby improving the safety of water supply and irrigation.

[0023] In the specific implementation process, it is worth pointing out that adjacent prefabricated ditches are connected and assembled end to end through a connecting structure 31, the water-stopping structure 32 is used to improve the water-stopping and anti-seepage performance of the assembly connection, and the top of the prefabricated ditch is closed by a covering assembly 33 to improve the safety of water supply and irrigation.

[0024] In one practicable manner, see Figure 1 , Figure 3 , Figure 6 and Figure 7 The connection structure 31 includes an S-shaped connection end 311 and an eagle's beak connection end 312, wherein the S-shaped connection end 311 is arranged at one end of the two component side plates 2; the eagle's beak connection end 312 is arranged at one end of the two component side plates 2 away from the S-shaped connection end 311; wherein the S-shaped connection end 311 and the eagle's beak connection end 312 are respectively arranged at both ends of the ditch component, and the prefabricated ditch components are connected end to end by inserting the S-shaped connection end 311 into the eagle's beak connection end 312 of the adjacent ditch component.

[0025] In the specific implementation process, it is worth pointing out that by inserting the S-shaped connecting end 311 into the hawk's beak connecting end 312 of the adjacent ditch component, a quick and stable connection of the prefabricated ditch components can be achieved, effectively improving the sealing and stability of the ditch connection, ensuring the good performance of the ditch in long-term use, and the coordinated design of the S-shaped connecting end 311 and the hawk's beak connecting end 312 simplifies the construction process, further shortens the construction period, and reduces construction costs.

[0026] In one practicable manner, see Figure 3 , Figure 6 and Figure 7 The water-stop structure 32 includes an S-shaped groove positioning steel plate 321 and an S-shaped rubber water-stop plate 322. The S-shaped groove positioning steel plate 321 is fixedly connected to the inner wall of the hawk's beak connecting end 312; the S-shaped rubber water-stop plate 322 is fixedly connected to the outer wall of the S-shaped connecting end 311; wherein, the S-shaped groove positioning steel plate 321 is fixedly connected to the inner side of the hawk's beak connecting end 312 by welding with the embedded steel bars, and the S-shaped rubber water-stop plate 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 hawk's beak connecting end 312, the S-shaped rubber water-stop plate 322 and the S-shaped groove positioning steel plate 321 are pressed against each other, so that the connection between the two ditch components remains in a water-stop state, thereby avoiding water leakage and improving the overall waterproof performance and service life of the assembled prefabricated ditch.

[0027] In the specific implementation process, it is worth pointing out that after the prefabricated ditch is assembled, the S-shaped rubber water stop plate 322 and the S-shaped groove positioning steel plate 321 are pressed against each other, and the joints are sealed with sealants such as polyurethane or silicone, so that the connection between the two ditch components remains watertight, water leakage is avoided, and the overall waterproof performance and service life of the assembled prefabricated ditch are improved.

[0028] In one practicable manner, see 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 seat 333: the steel hinge support 331 is equidistantly fixedly connected to the top of the component side plate 2 located on one side; the top cover plate 332 is equidistantly arranged above the component side plate 2 and is rotatably connected to the steel hinge support 331; the rubber support seat 333 is equidistantly fixedly connected to the top of the component side plate 2 away from the steel hinge support 331, and is cooperatively connected to the top cover plate 332; wherein the steel hinge support 331 and the rubber support seat 333 are respectively fixedly connected to the top of the two component side plates 2 by anchor bolts, one side of the top cover plate 332 is rotatably connected to the component side plate 2 by the steel hinge support 331, and the other side of the top cover plate 332 is supported by the rubber support seat 333, so as to realize the closure of the top of the prefabricated ditch, prevent external moisture or impurities from entering the assembled prefabricated ditch, and improve the safety of water supply and irrigation.

[0029] In the specific implementation process, it is worth pointing out that the top cover plate 332 is installed on the top of the prefabricated ditch through the steel hinge support 331, and the other side of the top cover plate 332 is firmly supported by the rubber support seat 333 to ensure that the top cover plate 332 is not easily deformed or loosened during long-term use, thereby achieving the closure of the top of the prefabricated ditch, preventing external moisture or impurities from entering the prefabricated ditch, and facilitating the construction personnel to maintain and inspect the interior of the prefabricated ditch.

[0030] In one practicable manner, see Figure 1 and Figure 4 The prestressed anchor assembly 4 includes an anchor structure 41 and an anchor pad fixing assembly 42. The anchor structure 41 is embedded in the bottom of the component side plate 2; the anchor pad fixing assembly 42 is arranged at both ends of the anchor structure 41; wherein, the anchor structure 41 is fixedly connected to the inside of the component side plate 2 through the anchor pad fixing assembly 42, so as to enable the component bottom plate 1 and the component side plate 2 to offset the tensile stress generated by the external load, thereby improving the load capacity and service life of the ditch component.

[0031] In the specific implementation process, it is worth pointing out that by arranging the anchor structure 41 at the lower part of the inner side plate 2 of the component and firmly supporting and positioning the anchor structure 41 through the anchor pad fixing assembly 42, the tensile stress generated by the external load can be offset by the component bottom plate 1 and the component side plate 2, and it can be ensured that the anchor structure 41 is not prone to loosening or failure during long-term use, thereby improving the load capacity and service life of the ditch component.

[0032] In one practicable manner, see Figure 1 and Figure 4 The anchoring structure 41 includes a metal bellows 411, a steel strand 412, an anchor plate 413, an anchor 414, a clip 415 and a grouting hole 416. The metal bellows 411 is embedded in the side plate 2 of the component; the steel strand 412 runs through the metal bellows 411; the anchor plate 413 is arranged at both ends of the metal bellows 411 and is fixedly connected to the side plate 2 of the component; the anchor 414 is arranged on the side of the anchor plate 413 away from the metal bellows 411; the clip 415 is respectively connected with the steel strand 412 and the anchor 414; the grouting hole 416 is arranged on the top of the anchor plate 413 one side and is connected with the metal bellows 411; wherein, the steel strand 412 passes through the metal bellows 411 and the anchor plate 413, and is anchored at both ends of the component side plate 2 by means of the anchor 414 and the clip 415, and high-strength grouting material is poured into the metal bellows 411 through the grouting hole 416 to enhance the bonding force between the steel strand 412 and the metal bellows 411, and the tensile stress generated by the external load is offset by the pre-compression stress generated by the steel strand 412, thereby significantly reducing or even eliminating the cracks in the ditch component, and ensuring that the ditch component has sufficient strength and durability.

[0033] In the specific implementation process, it is worth pointing out that by passing the steel strand 412 through the metal bellows 411 and the anchor plate 413, and using the anchor 414 and the clip 415 to anchor the steel strand 412 at both ends of the component side plate 2, high-strength grouting material is poured into the metal bellows 411 through the grouting hole 416, so that the steel strand 412 generates pre-compression stress inside the prefabricated ditch to offset the tensile stress generated by the external load, thereby significantly reducing or even eliminating cracks in the ditch component, ensuring that the ditch component has sufficient strength and durability.

[0034] In one practicable manner, see Figure 1 and Figure 4 The anchor pad fixing assembly 42 includes a spiral rib 421 and a mounting hole 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 arranged on the outer wall of the anchor plate 413; wherein 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, and the mounting hole 422 facilitates the fixing and connection 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, thereby ensuring the stability and reliability of the anchoring structure 41 and further improving the overall structural strength and durability of the prefabricated ditch.

[0035] In the specific implementation process, it is worth pointing out that the anchor plate 413 improves the connection strength with the component side plate 2 through the spiral ribs 421 and is fixed by the mounting holes 422 to ensure the stability and reliability of the anchor structure 41, and further improve the overall structural strength and durability of the prefabricated ditch.

[0036] In one practicable manner, see Figure 2 , Figure 3 , Figure 5 and Figure 7 An optical fiber pre-buried hole 5 is provided inside the component side plate 2.

[0037] In the specific implementation process, it is worth pointing out that by pre-setting the optical fiber embedded hole 5 inside the side plate 2 of the component, damage to the ditch component is avoided, and the optical fiber is inside the concrete structure without being disturbed by external factors, thereby realizing the information measurement and control of the culvert and the water metering.

[0038] Working principle: When the prefabricated ditch is prefabricated, the steel strand 412 is inserted into the metal bellows 411, and the steel strand 412 is fixed at the anchor plate 413 through the anchor 414 and the clip 415, and the high-strength grouting material is poured into the metal bellows 411 through the grouting hole 416, so that the steel strand 412 generates pre-compression stress inside the prefabricated ditch. When the external load generates tensile stress, the pre-compression stress generated by the steel strand 412 is offset, reducing or even eliminating cracks in the ditch components, and improving the durability and anti-seepage performance of the prefabricated ditch. When the prefabricated ditch is assembled, a foundation trench for laying the prefabricated ditch is dug on the ground, and a sand cushion layer is laid at the bottom of the foundation trench. The prefabricated ditch is hoisted and placed. Insert the top of the sand cushion layer, insert the S-shaped connecting end 311 of the prefabricated ditch into the hawk's beak connecting end 312 of the adjacent prefabricated ditch, assemble and connect the prefabricated ditch, the S-shaped rubber water stop plate 322 located on the outside of the S-shaped connecting end 311 is tightly fitted with the S-shaped groove positioning steel plate 321 located at the hawk's beak connecting end 312, use polyurethane or silicone and other sealants to seal the joints of the prefabricated ditch to improve the assembly efficiency of the prefabricated ditch, after completing the assembly of the prefabricated ditch, fill the backfill soil into the base trench, install the top cover plate 332 on the steel hinge support 331, and use the top cover plate 332 to form a closure on the top of the prefabricated ditch to prevent external moisture or impurities from entering the assembled prefabricated ditch, and complete the overall assembly of the prefabricated ditch.

[0039] It should be noted that, in this article, relational terms such as first and second, etc. are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Moreover, the terms "include", "comprise" or any other variants thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements includes not only those elements, but also other elements not explicitly listed, or also includes elements inherent to such process, method, article or device. In the absence of further restrictions. The sentence "includes an element defined by ... does not exclude the existence of other identical elements in the process, method, article or device including the element".

[0040] In the present invention, unless otherwise clearly stipulated and limited, the terms such as "installation", "setting", "connection", "fixation" and "screw-on" should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integral one; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium; it can be the internal connection of two elements or the interaction relationship between two elements. Unless otherwise clearly defined, ordinary technicians in this field can understand the specific meanings of the above terms in the present invention according to the specific circumstances.

[0041] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. An assembled prefabricated ditch, comprising a component bottom plate (1), characterized in that: Component side plates (2) are provided on both sides of the top of the component bottom plate (1), and the assembled prefabricated ditch further comprises: An assembly structure (3) is arranged at both ends of the component bottom plate (1) and the component side plate (2); A prestressed anchor assembly (4) is arranged on a side where the component bottom plate (1) and the component side plate (2) are close to each other; The prefabricated ditch is assembled end to end by means of the assembly structure (3), and the prestressed anchor assembly (4) is used to enable the component bottom plate (1) and the component side plate (2) to offset the tensile stress generated by the external load.

2. The prefabricated ditch according to claim 1, characterized in that: The assembly structure (3) comprises: A connecting structure (31) is arranged at both ends of the component side plate (2); A water-stop structure (32) is arranged at both ends of the component side plate (2); A cover assembly (33) arranged on the top of the component side plate (2); The connection 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, and the cover assembly (33) is used to seal the top of the prefabricated ditch.

3. The prefabricated ditch according to claim 2, characterized in that: The connection structure (31) comprises: An S-shaped connecting end (311) is arranged at one end of the two component side plates (2); An eagle beak connection end (312) is arranged at one end of the two component side plates (2) away from the S-shaped connection end (311); The S-shaped connection end (311) and the hawkbill connection end (312) facilitate end-to-end connection of the prefabricated ditch components using a socket-and-spigot connection method.

4. The prefabricated ditch according to claim 3, characterized in that: The water-stop structure (32) comprises: An S-shaped groove positioning steel plate (321) fixedly connected to the inner wall of the eagle beak connecting end (312); An S-shaped rubber water stop plate (322) fixedly connected to the outer wall of the S-shaped connecting end (311); The overall waterproof performance of the prefabricated ditch is improved by means of the S-shaped groove positioning steel plate (321) and the S-shaped rubber water stop plate (322).

5. The prefabricated ditch according to claim 2, characterized in that: The sealing assembly (33) comprises: Steel hinge supports (331) are fixedly connected to the top of the component side plate (2) at one side at equal distances; A top cover plate (332) is equidistantly arranged above the component side plate (2) and is rotatably connected to the steel hinge support (331); The rubber support seat (333) is fixedly connected to the top of the component side plate (2) away from the steel hinge support (331) at an equidistant distance, and is cooperatively connected to the top cover plate (332); Wherein, with the cooperation of the steel hinge support (331) and the rubber support seat (333), the top cover plate (332) closes the ditch.

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

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

8. The prefabricated ditch according to claim 6, characterized in that: The anchor pad fixing assembly (42) comprises: A spiral rib (421) is cooperatively connected to the outer wall of the anchor plate (413) and embedded in the component side plate (2); Mounting holes (422) are equidistantly arranged on the outer wall of the anchor plate (413); The spiral ribs (421) are used to reinforce the anchor plate (413), and the mounting holes (422) facilitate fixing the anchor plate (413) and the spiral ribs (421) to the inside of the component side plate (2) via fasteners such as anchor bolts.

9. The prefabricated ditch according to claim 1, characterized in that: An optical fiber pre-buried hole (5) is provided inside the component side plate (2).

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