A new type of drainage ditch and method of manufacturing using recycled glass fibers

Abstract

The application discloses a kind of new drainage ditch and method for manufacturing using recycled glass fiber, belong to drainage ditch technical field.The application of a kind of new drainage ditch and method for manufacturing using recycled glass fiber, including drainage ditch channel well and separation ditch channel well, the separation ditch channel well is set between drainage ditch channel well, and the top of separation ditch channel well and drainage ditch channel well is provided with grid drainage channel mouth.To solve the problem that with the influence of the use time and strong rainfall, still there is a large amount of leaves and suspended pollutants to block in the inlet, resulting in the problem of reduced drainage capacity, when the rainwater mixed with foreign matter flows into the drainage ditch channel well, the internal slope structure is used to divert the rainwater to the separation ditch channel well at both ends, and finally the foreign matter in the rainwater is discharged into the outside garbage storage buried box through the separation ditch channel well, so that the inside of ditch and channel can be kept unobstructed at all times, to avoid blockage.

Description

Technical Field

[0001] This invention relates to the field of drainage ditch technology, specifically to a novel drainage ditch and method for manufacturing using recycled glass fiber. Background Technology

[0002] Drainage ditches refer to ditches that divert water collected in low-lying areas near roadbeds, farmland, and residences to areas outside the roadbed, farmland, and residences. Utility model application number 202120806708.1 discloses a new type of drainage ditch based on the concept of sponge cities. By setting up a sunken section and a stepped section, fallen leaves and other garbage can be confined to the sunken section, preventing complete blockage of the first filter holes. This reduces the impact of leaves and other garbage on the drainage capacity of the drainage ditch, enabling the drainage ditch to achieve continuous and stable drainage.

[0003] While existing drainage ditches can effectively intercept fallen leaves and suspended solids, over time and with heavy rainfall, a large amount of leaves and suspended pollutants still clog the inlet, leading to a decrease in drainage volume. Therefore, they do not meet current needs. To address this, we propose a new type of drainage ditch and method using recycled glass fiber. Summary of the Invention

[0004] The purpose of this invention is to provide a novel drainage ditch and method using recycled glass fiber. When rainwater containing foreign objects flows into the drainage ditch, its internal slope structure diverts the rainwater to separate drainage ditch manholes at both ends. Finally, the foreign objects in the rainwater are discharged into the outer garbage collection bins through the separate drainage ditch manholes. This ensures that the inside of the ditch remains unobstructed at all times, avoiding blockages that could lead to urban flooding caused by drainage obstruction. This invention solves the problems in the prior art.

[0005] To achieve the above objectives, the present invention provides the following technical solution: a novel drainage ditch manufactured using recycled glass fiber, comprising a drainage ditch well and a separating ditch well, wherein the separating ditch well is disposed between the drainage ditch wells, and both the separating ditch well and the drainage ditch well are provided with a grid drainage outlet at their top. The drainage ditch well includes a drainage well frame and a drainage ditch seat, and the drainage well frame is connected to the drainage ditch seat below by screws. An anti-settlement bracket is provided at the bottom between the separating ditch well and the drainage ditch well, and a garbage collection bin is provided above one end of the anti-settlement bracket. The garbage collection bin includes a dustproof frame cover and a waste hopper, and the dustproof frame cover is welded to the waste hopper below. The dustproof frame cover is connected to a sealing cover plate at the top by hinges.

[0006] Preferably, the separation ditch well includes a separation well frame and a separation ditch seat, and the separation well frame is connected to the separation ditch seat at the bottom by screws. The slag discharge port on one side of the separation well frame is connected to the dustproof frame cover. The flip gate inside the slag discharge port is rotatably connected to the separation well frame by a rotating shaft. The arc-shaped rotating frames at both ends of the flip gate are connected to the separation well frame by screws.

[0007] Preferably, the arc-shaped rotating frame is slidably connected to the swing arm rod located on the outer side, and the swing arm rod is rotatably connected to the flip gate. The other end of the swing arm rod is provided with a gravity-sensing lifting plate, and the swing arm rod is rotatably connected to the gravity-sensing lifting plate. One end of the gravity-sensing lifting plate is rotatably connected to the slag discharge port through a rotating shaft.

[0008] Preferably, an electro-hydraulic sleeve is provided below the other end of the gravity-sensing lifting plate, and the electro-hydraulic sleeve is connected to the separation well frame through a bracket. The telescopic support rod inside the electro-hydraulic sleeve is rotatably connected to the gravity-sensing lifting plate through a lug. The electro-hydraulic sleeve is electrically connected to the generator module at the bottom. The generator module is rotatably connected to the transmission shaft at one end. The transmission shaft is connected to the waterwheel impeller at the other end through screws.

[0009] Preferably, the anti-settlement scaffold includes a bearing frame and an anchor bolt assembly, with the anchor bolt assembly located at the bottom of both ends of the bearing frame. The bearing frame is connected to the drainage channel seat and the separation channel seat by screws. The anchor bolt assembly includes a retaining screw and a threaded anchor cone, with the retaining screw welded to the bearing frame.

[0010] Preferably, the threaded anchor cone is connected to the retaining screw located above via an internal thread, the threaded anchor cone is welded to the rotating rod located on the outer side of the top, and the threaded anchor cone is connected to the foot support pad located in the middle section of the surface via an internal thread.

[0011] Preferably, the drainage well frame is welded to the flow guide slope frame disposed inside, the flow guide slope frame includes a horizontal top plate and an inclined flow plate, the horizontal top plate and the inclined flow plates disposed at both ends are integrally formed, and the outer surface of the inclined flow plate is provided with flow holes.

[0012] Preferably, the drainage well frame and the bottom drainage plate are integrally formed, the outer surface of the drainage plate is provided with drainage grooves, and the drainage plate and the side brackets provided on both sides of the bottom are integrally formed.

[0013] Preferably, a bamboo fiber filter is installed in the groove between the side brackets, and the bamboo fiber filter is attached to the drainage base plate. The bamboo fiber filter includes filter hole gaps and fiber filling.

[0014] An installation method for a novel drainage ditch manufactured using recycled glass fiber includes the following steps:

[0015] Step 1: Place the anti-settlement scaffolding inside the excavated trench structure. Use the rotating rod to rotate the threaded anchor cone so that it is screwed into the soil layer below the trench. The foot support pad above the threaded anchor cone needs to be exposed on the surface of the soil layer.

[0016] Step 2: After setting up the anti-settlement scaffolding, place the separation ditch well horizontally above the receiving shaft frame, and then install the drainage ditch well at both ends of the separation ditch well, and seal the joint gaps.

[0017] Step 3: Next, align the garbage collection container with the slag discharge port on one side of the separation ditch well and fix it in place. Finally, you can start backfilling. The backfilling height needs to be lower than the opening of the grating drainage ditch. During the backfilling process, a well opening needs to be reserved on the top of the garbage collection container and reinforced with cement.

[0018] Compared with the prior art, the beneficial effects of the present invention are:

[0019] 1. In this invention, the entire drainage ditch is composed of two units: a drainage ditch well and a separation ditch well. Each pair of adjacent drainage ditch wells needs to be connected by a separation ditch well. Rainwater enters the interior of the drainage ditch well and the separation ditch well through the grating drainage outlet. The grating drainage outlet can play a simple interception role. When rainwater mixed with foreign objects flows into the drainage ditch well, its internal slope structure diverts the rainwater to the separation ditch wells at both ends. Finally, the foreign objects in the rainwater are discharged into the garbage collection bins on the outside through the separation ditch well. This can ensure that the interior of the ditch is always unobstructed and avoid blockage, which would lead to urban flooding caused by drainage obstruction.

[0020] 2. In this invention, the gravity-sensing lifting plate is equipped with an independent gravity sensing module. When the weight of the object above reaches a set value, the electro-hydraulic sleeve at the bottom can lift one end of the gravity-sensing lifting plate upward with the help of the telescopic support rod. During the lifting process, the swing arm rods on both sides of the lifting plate will slide upward along the arc-shaped rotating frame. At the same time, the flip gate connected to the swing arm rod will flip inward and unfold. When the gravity-sensing lifting plate rotates to its maximum angle, the garbage above will fall into the garbage collection bin from the slag discharge port along the plate. When the gravity-sensing lifting plate senses that the weight above has decreased, it will control the telescopic support rod to retract and reset. At this time, the swing arm rod will rotate back along the arc-shaped rotating frame. While the flip gate flips outward and closes, it can also squeeze out the remaining garbage on the gravity-sensing lifting plate, which plays a cleaning role.

[0021] 3. In this invention, each drainage well frame is equipped with a flow guide slope, which consists of a horizontal top plate and inclined flow plates. The horizontal top plate is located between the inclined flow plates, and the outer surfaces of the inclined flow plates on both sides are provided with flow holes. After rainwater passes through the grid drainage channel, it flows into the top of the flow guide slope and flows to both sides along the inclined flow plates. As the rainwater flows, it passes through the flow holes, while larger foreign objects such as leaves are trapped on the surface of the inclined flow plates. With the continuous flow and scouring of rainwater, the foreign objects trapped on the surface of the inclined flow plates are washed into the separation ditch well. The rainwater passing through the flow holes enters the bamboo fiber filter through the drainage groove on the surface of the drainage bottom plate, and the bamboo fiber filter absorbs and purifies the odor in the sewage. Attached Figure Description

[0022] Figure 1 This is the overall front view of the present invention;

[0023] Figure 2 This is a schematic diagram of the cross-sectional structure of the separation ditch well channel of the present invention;

[0024] Figure 3 This is a schematic diagram of the separation ditch well structure of the present invention;

[0025] Figure 4 This is a schematic cross-sectional view of the anti-settlement scaffolding structure of the present invention;

[0026] Figure 5 This is a schematic diagram of the cross-sectional structure of the drainage ditch well of the present invention;

[0027] Figure 6 This is a schematic diagram of the drainage well frame structure of the present invention;

[0028] Figure 7 This is a schematic diagram of the bamboo fiber filter sheet structure of the present invention.

[0029] In the diagram: 1. Drainage ditch shaft; 2. Separation ditch shaft; 3. Garbage collection bin; 4. Anti-settlement support; 5. Grating drainage outlet; 101. Drainage well frame; 102. Drainage channel seat; 103. Guide slope frame; 104. Bamboo fiber filter sheet; 1011. Drainage base plate; 1012. Side hanging frame; 1013. Drainage trough; 1031. Horizontal top plate; 1032. Inclined flow plate; 1033. Flow hole; 1041. Filter hole gap; 1042. Fiber filling; 201. Separation well frame; 202. Separation channel seat; 20 3. Electro-hydraulic sleeve; 2011. Slag discharge port; 2012. Tilting gate; 2013. Arc-shaped rotating frame; 2014. Swing arm tie rod; 2015. Gravity-sensing lifting plate; 2031. Telescopic support rod; 2032. Generator module; 2033. Transmission coupling; 2034. Waterwheel impeller; 301. Dustproof frame cover; 302. Waste hopper; 303. Sealing cover plate; 401. Bearing shaft frame; 402. Anchor bolt assembly; 4021. Fixing screw; 4022. Threaded anchor cone; 4023. Rotating rod; 4024. Foot support pad. Detailed Implementation

[0030] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0031] Please see Figure 1 An embodiment of the present invention provides a novel drainage ditch made of recycled glass fiber, comprising a drainage ditch well 1 and a separation ditch well 2, wherein the separation ditch well 2 is disposed between the drainage ditch well 1, and both the separation ditch well 2 and the drainage ditch well 1 are provided with a grid drainage outlet 5 at the top. The drainage ditch well 1 includes a drainage well frame 101 and a drainage ditch seat 102, and the drainage well frame 101 is connected to the drainage ditch seat 102 below by screws. An anti-settlement bracket 4 is provided at the bottom between the separation ditch well 2 and the drainage ditch well 1, and a garbage collection bin 3 is provided above one end of the anti-settlement bracket 4. The garbage collection bin 3 includes a dustproof frame cover 301 and a waste hopper 302, and the dustproof frame cover 301 is welded to the waste hopper 302 below. The dustproof frame cover 301 is connected to a sealing cover plate 303 at the top by a hinge.

[0032] The entire drainage ditch is composed of two units: drainage ditch manhole 1 and separation ditch manhole 2. Each pair of adjacent drainage ditch manholes 1 needs to be connected through separation ditch manhole 2. Rainwater enters the interior of drainage ditch manhole 1 and separation ditch manhole 2 through the grating drainage outlet 5. The grating drainage outlet 5 can play a simple interception role. When rainwater mixed with foreign objects flows into drainage ditch manhole 1, its internal slope structure diverts the rainwater to the separation ditch manholes at both ends. Finally, the foreign objects in the rainwater are discharged into the garbage collection bin 3 on the outside through the separation ditch manhole 2. This can ensure that the interior of the ditch is always unobstructed and avoid blockage, which would lead to urban flooding caused by drainage obstruction.

[0033] Below the area where the two are connected, there is an anti-settlement bracket 4. The anti-settlement bracket 4 plays a supporting and fixing role, supporting the entire drainage ditch, and preventing the drainage ditch from sinking due to the soil layer during future use.

[0034] The seat parts of both the drainage ditch shaft 1 and the separation ditch shaft 2 are made of recycled glass fiber. This ensures the strength of the seat while effectively reducing the weight of the entire shaft structure, achieving a lightweight structural design and avoiding settlement caused by excessive weight of the shaft.

[0035] Please see Figure 2-3 The separation channel well 2 includes a separation well frame 201 and a separation channel seat 202. The separation well frame 201 is connected to the separation channel seat 202 located at the bottom by screws. The slag discharge port 2011 on one side of the separation well frame 201 is connected to the dustproof frame cover 301. The flip gate 2012 inside the slag discharge port 2011 is rotatably connected to the separation well frame 201 via a rotating shaft. The arc-shaped rotating frames 2013 at both ends of the flip gate 2012 are connected to the separation well frame 201 by screws. The arc-shaped rotating frames 2013 are slidably connected to the swing arm tie rod 2014 located on the outside. The swing arm tie rod 2014 is rotatably connected to the flip gate 2012. The other end of the swing arm tie rod 2014 is provided with a gravity-sensing lifting plate 2015. The arm tie rod 2014 is rotatably connected to the gravity sensing lifting plate 2015. One end of the gravity sensing lifting plate 2015 is rotatably connected to the slag discharge port 2011 through a rotating shaft. An electro-hydraulic sleeve 203 is set below the other end of the gravity sensing lifting plate 2015. The electro-hydraulic sleeve 203 is connected to the separation well frame 201 through a bracket. The telescopic support rod 2031 inside the electro-hydraulic sleeve 203 is rotatably connected to the gravity sensing lifting plate 2015 through a hanging lug. The electro-hydraulic sleeve 203 is electrically connected to the generator module 2032 set at the bottom. The generator module 2032 is rotatably connected to the transmission shaft 2033 set at one end. The transmission shaft 2033 is connected to the waterwheel blade 2034 set at the other end through screws.

[0036] Inside the separation well frame 201, a set of gravity-sensing lifting plates 2015 are installed. After solid-liquid separation inside the drainage ditch well 1, leaves, plastic bags, and other garbage will slide down the slope of the drainage ditch well 1 and onto the gravity-sensing lifting plates 2015. The gravity-sensing lifting plates 2015 are equipped with independent gravity sensing modules. When the weight of the object above reaches a set value, the electro-hydraulic sleeve 203 at its bottom can lift one end of the gravity-sensing lifting plate 2015 upwards with the help of the telescopic support rod 2031. During the lifting process, the swing arm rods 2014 on both sides of the lifting plate will move along the arc-shaped rotating frame 201. 3. Slide upwards. At the same time, the flip gate 2012 connected to the swing arm lever 2014 will flip inwards and unfold. When the gravity sensing lifting plate 2015 rotates to the maximum angle, the garbage above it will fall from the slag discharge port 2011 into the garbage collection box 3 along the plate. When the gravity sensing lifting plate 2015 senses that the weight above has been reduced, it will control the telescopic support rod 2031 to retract and reset. At this time, the swing arm lever 2014 will rotate back along the original path of the arc-shaped rotating frame 2013. While the flip gate 2012 flips outwards and closes, it can also squeeze out the remaining garbage on the gravity sensing lifting plate 2015, which plays a cleaning role.

[0037] A set of waterwheel blades 2034 is installed between the separation well frame 201 and the separation channel seat 202. When there is water flow inside the separation channel seat 202, it can drive the waterwheel blades 2034 to rotate. The rotation of the waterwheel blades 2034 is used to generate electricity. The generator module 2032 is used to meet the energy consumption requirements of the gravity sensing lifting plate 2015 and the electro-hydraulic sleeve 203. This can avoid the increase in energy consumption caused by constant power connection, as well as the manpower and material resources required for the initial line layout work.

[0038] Please see Figure 3-4 The anti-settlement scaffold 4 includes a receiving shaft frame 401 and an anchor bolt assembly 402. The anchor bolt assembly 402 is located at the bottom of both ends of the receiving shaft frame 401. The receiving shaft frame 401 is connected to the drainage channel seat 102 and the separation channel seat 202 by screws. The anchor bolt assembly 402 includes a fixing screw 4021 and a threaded anchor cone 4022. The fixing screw 4021 is welded to the receiving shaft frame 401. The threaded anchor cone 4022 is connected to the fixing screw 4021 located above by internal threads. The threaded anchor cone 4022 is welded to the rotating rod 4023 located on the outer side of the top. The threaded anchor cone 4022 is connected to the foot support pad 4024 located in the middle section of the surface by internal threads.

[0039] In use, the anti-settlement scaffold 4 is first placed inside the excavated trench structure. The threaded anchor cone 4022 is rotated by the rotating rod 4023, causing it to screw into the soil layer below the trench. The foot support pad 4024 above the threaded anchor cone 4022 is exposed on the surface of the soil layer. The foot support pad 4024 can increase the contact area between the threaded anchor cone 4022 and the soil, thereby increasing the settlement resistance. The threaded anchor cone 4022 embedded in the soil layer can enhance the grip of the entire anti-settlement scaffold 4, preventing the soil layer from settling and causing a height difference between the trenches, which could lead to breakage at the joint.

[0040] Please see Figure 5-7 The drainage well frame 101 is welded to the flow guide slope frame 103 set inside. The flow guide slope frame 103 includes a horizontal top plate 1031 and an inclined flow plate 1032. The horizontal top plate 1031 and the inclined flow plates 1032 set at both ends are integrally formed. The outer surface of the inclined flow plate 1032 is provided with flow holes 1033. The drainage well frame 101 and the bottom drainage base plate 1011 are integrally formed. The outer surface of the drainage base plate 1011 is provided with a drainage groove 1013. The drainage base plate 1011 and the side brackets 1012 set on both sides of the bottom are integrally formed. A bamboo fiber filter 104 is installed in the groove between the side brackets 1012, and the bamboo fiber filter 104 is attached to the drainage base plate 1011. The bamboo fiber filter 104 includes filter hole gaps 1041 and fiber filling 1042.

[0041] Each drainage well frame 101 has a flow guide ramp 103 installed inside. The flow guide ramp 103 consists of a horizontal top plate 1031 and inclined flow plates 1032. The horizontal top plate 1031 is located between the inclined flow plates 1032. The outer surfaces of the inclined flow plates 1032 on both sides are provided with flow holes 1033. After rainwater passes through the grid drainage channel opening 5, it flows into the top of the flow guide ramp 103 and flows to both sides along the inclined flow plates 1032. Rainwater passes through the flow holes 1033, while larger foreign objects such as leaves are trapped on the surface of the inclined flow plate 1032. As rainwater continues to flow in and wash, the foreign objects trapped on the surface of the inclined flow plate 1032 are washed into the separation ditch well 2. The rainwater passing through the flow holes 1033 enters the bamboo fiber filter 104 through the drainage slots 1013 on the surface of the drainage base plate 1011. The bamboo fiber filter 104 is used to absorb and purify the odor in the sewage.

[0042] An installation method for a novel drainage ditch manufactured using recycled glass fiber includes the following steps:

[0043] Step 1: Place the anti-settlement scaffold 4 inside the excavated trench structure, and rotate the threaded anchor cone 4022 by rotating the rotating rod 4023 so that it is screwed into the soil layer below the trench. The foot support pad 4024 above the threaded anchor cone 4022 needs to be exposed on the surface of the soil layer.

[0044] Step 2: After setting up the anti-settlement scaffolding 4, place the separation ditch well 2 horizontally above the receiving shaft 401, and then install the drainage ditch well 1 at both ends of the separation ditch well 2, and seal the joint gaps.

[0045] Step 3: Next, align the garbage collection box 3 with the slag discharge port 2011 on one side of the separation ditch well 2 and fix it in place. Finally, you can start backfilling. The backfilling height needs to be lower than the grid drainage ditch opening 5. During the backfilling process, a well opening needs to be reserved on the top of the garbage collection box 3 and reinforced with cement.

[0046] The working principle is as follows: First, the anti-settlement scaffolding 4 is placed inside the excavated trench structure. The threaded anchor cone 4022 is rotated by the rotating rod 4023, causing it to screw into the soil layer below the trench. The foot support pad 4024 above the threaded anchor cone 4022 is exposed on the soil surface. The foot support pad 4024 increases the contact area between the threaded anchor cone 4022 and the soil, improving settlement resistance. The threaded anchor cone 4022 embedded in the soil enhances the grip of the entire anti-settlement scaffolding 4, preventing soil settlement from causing height differences between trenches, which could lead to breakage at the joints. Rainwater is drained through the grid. After entering through channel 5, the water flows onto the guide slope frame 103 and then flows to both sides along the inclined flow plate 1032. Rainwater passes through the flow holes 1033, while larger debris such as leaves is trapped on the surface of the inclined flow plate 1032. As the rainwater continues to flow in and wash away the debris, it is flushed into the separation ditch well 2. The rainwater passing through the flow holes 1033 flows through the drainage channels 1013 on the surface of the drainage base plate 1011 into the bamboo fiber filter 104, where it absorbs and purifies odors from the wastewater. A set of heavy-duty filters is installed inside the separation well frame 201. The gravity-sensing lifting plate 2015 is used to lift debris such as leaves and plastic bags after solid-liquid separation inside the drainage ditch manhole 1. The gravity-sensing lifting plate 2015 has an independent gravity sensing module. When the weight of the object above reaches a set value, the electro-hydraulic sleeve 203 at its bottom, using the telescopic support rod 2031, lifts one end of the gravity-sensing lifting plate 2015 upwards. During this lifting process, the swing arm rods 2014 on both sides of the lifting plate slide upwards along the arc-shaped rotating frame 2013. At the same time, the tilting gate 2012 connected to the swing arm lever 2014 will tilt inward and unfold. When the gravity sensing lifting plate 2015 rotates to its maximum angle, the garbage above it will fall from the slag discharge port 2011 into the garbage collection box 3 along the plate. When the gravity sensing lifting plate 2015 senses that the weight above has been reduced, it will control the telescopic support rod 2031 to retract and reset. At this time, the swing arm lever 2014 will rotate back along the original path of the arc-shaped rotating frame 2013. While the tilting gate 2012 tilts outward and closes, it can also squeeze out the remaining garbage on the gravity sensing lifting plate 2015, which plays a cleaning role.

[0047] It should be noted that, in this document, relational terms such as "first" and "second" are used only 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 process, method, article, or apparatus.

[0048] Although embodiments of the 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 invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A novel drainage ditch manufactured using recycled glass fiber, comprising a drainage ditch manhole (1) and a separation ditch manhole (2), characterized in that: The separation ditch well (2) is located between the drainage ditch wells (1), and both the separation ditch well (2) and the drainage ditch well (1) are equipped with a grid drainage outlet (5) at the top. The drainage ditch well (1) includes a drainage well frame (101) and a drainage ditch seat (102), and the drainage well frame (101) is connected to the drainage ditch seat (102) below by screws. An anti-settlement bracket (4) is provided at the bottom between the separation ditch well (2) and the drainage ditch well (1), and a garbage collection bin (3) is provided above one end of the anti-settlement bracket (4). The garbage collection bin (3) includes a dustproof frame cover (30). 1) and waste hopper (302), and the dust cover (301) is welded to the waste hopper (302) located below. The dust cover (301) is connected to the sealing cover (303) located at the top by a hinge. The separation ditch well (2) includes a separation well frame (201) and a separation ditch seat (202). The separation well frame (201) is connected to the separation ditch seat (202) located at the bottom by screws. The slag discharge port (2011) on one side of the separation well frame (201) is connected to the dust cover (301). The flip gate (2012) inside the slag discharge port (2011) is connected to the separation well frame (201). The arc-shaped rotating frames (2013) at both ends of the tilting gate (2012) are connected to the separation well frame (201) by screws. The arc-shaped rotating frames (2013) are slidably connected to the swing arm tie rods (2014) located on the outer side, and the swing arm tie rods (2014) are rotatably connected to the tilting gate (2012). A gravity-sensing lifting plate (2015) is provided at the other end of the swing arm tie rods (2014), and the swing arm tie rods (2014) are rotatably connected to the gravity-sensing lifting plate (2015). One end of the gravity-sensing lifting plate (2015) is rotatably connected to the slag discharge port (2011) via a rotating shaft. An electro-hydraulic sleeve (203) is provided below the other end of the induction lifting plate (2015), and the electro-hydraulic sleeve (203) is connected to the separation well frame (201) through a bracket. The telescopic support rod (2031) inside the electro-hydraulic sleeve (203) is rotatably connected to the gravity induction lifting plate (2015) through a lug. The electro-hydraulic sleeve (203) is electrically connected to the generator module (2032) at the bottom. The generator module (2032) is rotatably connected to the transmission shaft (2033) at one end. The transmission shaft (2033) is connected to the waterwheel impeller (2034) at the other end by screws.

2. A novel drainage ditch made from recycled glass fiber according to claim 1, characterized in that: The anti-settlement support (4) includes a receiving shaft frame (401) and an anchor bolt assembly (402), and the anchor bolt assembly (402) is located at the bottom of both ends of the receiving shaft frame (401). The receiving shaft frame (401) is connected to the drainage channel seat (102) and the separation channel seat (202) by screws. The anchor bolt assembly (402) includes a fixing screw (4021) and a threaded anchor cone (4022), and the fixing screw (4021) is welded to the receiving shaft frame (401).

3. A novel drainage ditch made from recycled glass fiber according to claim 2, characterized in that: The threaded anchor cone (4022) is connected to the fixing screw (4021) located above by internal thread. The threaded anchor cone (4022) is welded to the rotating rod (4023) located on the outer side of the top. The threaded anchor cone (4022) is connected to the foot support pad (4024) located in the middle section of the surface by internal thread.

4. A novel drainage ditch made from recycled glass fiber according to claim 1, characterized in that: The drainage well frame (101) is welded to the flow guide slope frame (103) set inside. The flow guide slope frame (103) includes a horizontal top plate (1031) and an inclined flow plate (1032). The horizontal top plate (1031) and the inclined flow plates (1032) set at both ends are integrally formed. The outer surface of the inclined flow plate (1032) is provided with flow holes (1033).

5. A novel drainage ditch made from recycled glass fiber according to claim 1, characterized in that: The drainage well frame (101) and the bottom drainage base plate (1011) are integrally formed. The outer surface of the drainage base plate (1011) is provided with a drainage groove (1013). The drainage base plate (1011) and the side brackets (1012) provided on both sides of the bottom are integrally formed.

6. A novel drainage ditch made from recycled glass fiber according to claim 5, characterized in that: Bamboo fiber filter sheets (104) are installed in the grooves between the side brackets (1012), and the bamboo fiber filter sheets (104) are attached to the drainage base plate (1011). The bamboo fiber filter sheets (104) include filter hole gaps (1041) and fiber filling (1042).

7. An installation method for a novel drainage ditch made from recycled glass fiber, based on the method described in claim 1, wherein... Includes the following steps: Step 1: Place the anti-settlement scaffolding (4) inside the excavated trench structure, and rotate the threaded anchor cone (4022) by rotating the rod (4023) so that it is screwed into the soil layer below the trench. The foot support pad (4024) above the threaded anchor cone (4022) needs to be exposed on the surface of the soil layer. Step 2: After setting up the anti-settlement scaffolding (4), place the separation ditch well (2) horizontally above the receiving shaft frame (401), and then install the drainage ditch well (1) at both ends of the separation ditch well (2) and seal the joint gaps. Step 3: Then, place the garbage collection box (3) opposite the slag discharge port (2011) on one side of the separation ditch well (2) and fix it. Finally, the backfilling operation can be carried out. The backfilling height needs to be lower than the grid drainage ditch opening (5). During the backfilling process, a well opening needs to be reserved on the top of the garbage collection box (3) and reinforced with cement.

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