A water conservancy construction river bottom silt treatment equipment

By designing a riverbed bottom silt treatment equipment with walking mode and silt mode, synchronous silt cleaning is achieved by using track cutting and high-pressure water impact crushing, problems such as water source pollution and incomplete cleaning in existing equipment are solved, and dredging efficiency and environmental protection are improved.

CN118933113BActive Publication Date: 2025-04-29CHINA RAILWAY 15TH BUREAU GROUP CORPORATION LIMITED +1
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Patent Information

Application Number
CN202411428474.6
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2024-10-14
Publication Date
2025-04-29
Estimated Expiration
2044-10-14

AI Technical Summary

Technical Problem

The existing river bottom silt equipment has problems such as water source pollution, incomplete cleaning, low operating efficiency, ecological damage and complex equipment operations, which limit the effectiveness of river silt work.

Method used

A water conservancy construction river bottom silt treatment equipment is designed, with walking mode and silt mode. Through track cutting and high-pressure water impact crushing, synchronous silt operation is achieved, and water source pollution is reduced through the suction process of the enclosed space.

Benefits of technology

It improves the efficiency and thoroughness of dredging operations, reduces water pollution, simplifies equipment operation, and reduces damage to the ecological environment.

✦ Generated by Eureka AI based on patent content.

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Abstract

The present invention provides a bottom mud treatment equipment for a water conservancy construction river channel, comprising a vehicle body, a crawler part and a suction pump group. The crawler parts are respectively installed on the left and right sides of the vehicle body, and the crawler includes a chain plate, a chain link and a chain shaft. The suction pump group is installed in the vehicle body, and the booster pump group provides high-pressure water for the crushing mechanism. The crushing mechanism is located on the outer wall of the crawler bracket. A rib seat is fixed on the outer wall of each chain plate, and shaft seats are arranged at both ends of the rib seat, and an extension plate is connected through a pin shaft. In the walking mode, the extension plate is laid flat and fixed, and in the dredging mode, the extension plate is erected. When the crawler is walking, the underwater mud can be cut to form multiple cutting areas. A mud bin is provided at the bottom of the vehicle body, and each cutting area is connected to the mud bin. The high-pressure nozzle of the crushing mechanism corresponds to the cutting area, and the suction pump group pumps the mud to the shore mud collection unit. The equipment adapts to land and riverbed operations by switching the walking mode and the dredging mode. The crawler cuts the mud and crushes and sucks it synchronously, which effectively improves the operation efficiency.
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Description

Technical Field

[0001] The invention belongs to the technical field of sewage sludge treatment equipment, and in particular relates to a bottom sludge treatment equipment for a water conservancy construction river channel. Background Art

[0002] The riverbed desilting equipment is a mechanical device used to remove silt and other sediments accumulated at the bottom of the river. The long-term accumulation of silt at the bottom of the river will cause the riverbed to rise, reduce the flood-carrying capacity of the river, and increase the risk of floods. In addition, pollutants in the silt will also pollute the river water and affect the water quality. Therefore, regular desilting of the riverbed can not only ensure the drainage and flood control capacity of the river, but also maintain the ecological environment of the river and improve the water quality.

[0003] At present, the main methods of dredging the bottom of the river include mechanical excavation, pump suction and drainage, flushing and cleaning. Common dredging equipment includes excavators, dredging ships, dredging pumps, etc. Directly excavating the riverbed silt through a mechanical arm or bucket is highly efficient, but it is easy to stir up a large amount of silt, causing turbidity in the river water and affecting the water quality. The silt is sucked to the shore for treatment through a dredging pump, which is flexible to operate, but it is easy to cause suction difficulties due to the cohesion or high viscosity of the silt, and the suction force is limited. Flushing the silt with water flow or high-pressure water and then pumping it out is suitable for handling loose silt, but it is inefficient when facing viscous or agglomerated silt. Although there are various types of existing riverbed dredging equipment, there are generally some disadvantages. For example, mechanical excavation will damage the ecological environment of the river and cause serious water pollution; dredging pumps are prone to clogging and are difficult to handle viscous or agglomerated silt; high-pressure water flushing is inefficient and the cleaning is not thorough, and dredging work is prone to repetition.

[0004] Common problems and deficiencies of existing technologies: (1) Water source pollution: Existing mechanical excavation or dredging equipment using suction pumps can easily stir up a large amount of silt during operation, causing turbid water and polluting river water sources, making it difficult to maintain a clean working environment. (2) Incomplete dredging: Suction pumps are often unable to effectively suck out viscous or clumped silt, resulting in serious silt residue and incomplete cleaning, which affects subsequent maintenance. (3) Low operating efficiency: The operating speed of mechanical excavation or high-pressure water washing is limited, and the dredging efficiency is low, especially when the riverbed is complex or the silt thickness is uneven, it is difficult to achieve rapid dredging. (4) Ecological damage: Strong dredging methods such as mechanical excavation cause great damage to the riverbed and riverbed biological habitats, which is not conducive to the protection and restoration of the river ecological environment. (5) Complex equipment operation: Most existing equipment requires multiple devices to work together, such as excavation, crushing, and cleaning separately, which leads to complex operation, affected operating efficiency, and high equipment maintenance costs.

[0005] Based on the above-mentioned shortcomings of existing dredging technology, especially in terms of water source pollution, incomplete cleaning, low operating efficiency and complex equipment operation, the effectiveness of river dredging is restricted. In order to improve the efficiency of dredging operations, reduce environmental pollution and simplify operations, a self-propelled closed dredging high-pressure crushing and cleaning equipment is urgently needed to adapt to the diverse river environment, improve the dredging effect and reduce damage to the ecological environment. Summary of the invention

[0006] In view of the defects and problems existing in the prior art, the present invention aims to provide an efficient and environmentally friendly riverbed sludge treatment equipment, which can realize dual-mode switching between land walking and riverbed dredging, improve dredging efficiency and reduce water source pollution.

[0007] The solution of the present invention to solve its technical problem is: adopt a water conservancy construction river channel bottom silt treatment equipment, including a body part, a track part and a suction pump group, the left and right sides of the body part are respectively installed with track parts, each track part includes a track bracket and an annular track, the track bracket is installed with a driving mechanism, a tensioning mechanism and a supporting wheel group, the track includes chain plates, chain links and chain shafts, a chain link is fixed to the inner side wall of each chain plate of the track, adjacent chain links are hinged together by chain shafts, and the suction pump group is installed in the body part. It also includes a booster pump group and a crushing mechanism. The booster pump group is installed in the vehicle body to provide high-pressure water to the crushing mechanism. The crushing mechanism is installed on the outer wall of the crawler bracket; a rib seat is fixed laterally on the outer wall of each chain plate, and an axle seat is fixed on the left and right ends of the rib seat. An extension plate is hinged on the axle seat through a pin shaft, and the extension plate can be flipped; in the walking mode, the extension plate is in a flat state, and the extension plate and the chain plate are fixed together by flat wires. In the dredging mode, the extension plate is in an upright state, and the extension plate and the rib seat are fixed together by vertical wires. At this time, the crawler walks on the underwater mud surface and can cut the mud to form multiple cutting areas; a mud bin is set at the bottom of the vehicle body, and the inner end of each cutting area is connected to the mud bin; each high-pressure nozzle of the crushing mechanism corresponds to the outer end of each cutting area; the suction pump group is used to pump the mud in the mud bin to the shore-based mud collection unit.

[0008] Preferably, the vehicle body portion further includes a pipeline bin and a motor bin located on the upper side of the sludge bin, the bottom of the sludge bin is open, and the pipeline bin and the motor bin are both in a sealed and isolated state.

[0009] Preferably, the booster pump group includes a booster pump, a water supply pipe, a filter and a booster pipe. The booster pump is fixed in the motor compartment, the water supply pipe and the booster pipe are fixed in the pipe compartment, the mouth of the water supply pipe is located in the water source, and a filter is inherently installed at the mouth of the water supply pipe.

[0010] Preferably, the suction pump group includes a suction pump, a suction main pipe and an output pipe. The suction pump is fixed in the motor compartment, the suction main pipe and the upper row pipe are fixed in the pipe compartment, the suction port of the suction pump is connected to the suction main pipe, the suction main pipe is connected to the upper row pipe, a bottom row pipe is fixed at the top of the sludge bin, the upper row pipe and the bottom row pipe are connected by a through joint, and a series of suction nozzles are evenly distributed on the bottom row pipe; the output pipe is fixed in the motor compartment.

[0011] Preferably, the crushing mechanism includes a fixed seat, an elastic support rod, a rack, a nozzle cover, a high-pressure nozzle, a high-pressure hose and a longitudinal pipe. A fixed seat is fixed on the outer wall of the crawler bracket, an elastic support rod is connected to the lower end of the fixed seat, a connecting seat is fixed at the bottom of the elastic support rod, the connecting seat is connected to the rack, a series of nozzle covers are evenly fixed at the bottom of the rack, and a high-pressure nozzle is installed on each nozzle cover; the boosting pipe passes through and is fixed to the outer wall of the crawler bracket, the boosting pipe is fixedly connected to the longitudinal pipe, a series of high-pressure hoses are evenly connected to the longitudinal pipe, and the bottom of each high-pressure hose is connected to the corresponding high-pressure nozzle.

[0012] Preferably, the elastic support rod includes an outer sleeve and an inner sleeve rod, which are sheathed together. A spring is arranged inside the outer sleeve, a baffle is arranged on the top of the inner sleeve rod, and a ring platform is arranged on the lower end of the outer sleeve. The spring is located between the baffle platform and the ring platform, so that the spring pushes the baffle platform to move the inner sleeve upward. In the natural state, the outer sleeve and the inner sleeve are in a contracted state.

[0013] Preferably, a guard plate assembly is fixed on the outer side walls of the chain plate, rib seat and extension plate, and the guard plate assembly includes a side guard plate, a positioning column, a fixing hole and a water injection port. A penetrating water injection port is set on the side guard plate, and a positioning column is fixed on the inner side wall of the side guard plate. Positioning grooves are respectively set on the outer end faces of the chain plate, rib seat and extension plate. Each positioning column is matched and inserted into the corresponding positioning groove. A fixing hole is set between the side guard plate and the chain plate, and the side guard plate and the chain plate are fixed together by screws. A thinned concession area is set on the overlapping part between adjacent side guard plates, and the water injection port corresponds one by one to the high-pressure nozzle.

[0014] Preferably, a flap assembly is respectively provided at the bottom of the front and rear side walls of the sludge bin, including a pin shaft, a flap, a track plate, a slider and a connecting rod. The flaps are respectively hinged at the bottom of the front and rear side walls of the sludge bin through the pin shaft, and a pair of parallel track plates are respectively fixed on the front and rear side walls of the sludge bin, each track plate is provided with a track groove, and the outer side edge of each track groove is provided with a rack; a slider is mounted in each pair of track plates, and a pair of protruding pins are respectively provided at the left and right ends of the slider, and each pair of pins is supported in the groove of the corresponding rack inscribed in the track groove; an inner spring is mounted in the inner cavity of the slider, and the inner spring is supported on the front and rear side walls of the sludge bin, and under the action of the inner spring, each pin can be supported in the corresponding rack groove; an upper hinge seat is provided on the lower side of the slider, and a lower hinge seat is provided on the back of the flap, and a connecting rod is hinged between the upper hinge seat and the lower hinge seat.

[0015] The beneficial effects of the present invention are as follows: 1. Dual-mode switching improves flexibility: The device has walking mode and dredging mode, which can be quickly switched to be used flexibly on land and in riverbed environments. The walking mode is suitable for long-distance movement, and the dredging mode is suitable for riverbed operations, which improves the versatility of the device.

[0016] 2. Crawler cutting and synchronous silt removal improves work efficiency: The crawler belt of the equipment has an expansion plate, which can cut the surface of the silt and divide it into multiple cutting areas when walking on the riverbed, and perform high-pressure water impact crushing and suction at the same time. This design avoids the problem of silt agglomeration and difficulty in cleaning, realizes synchronous silt removal, and greatly improves work efficiency.

[0017] 3. Automatic adjustment of high-pressure nozzles to simplify operation: The high-pressure nozzles in the crushing mechanism can automatically move up and down according to demand, enter the cutting area when needed, and automatically retract at other times, avoiding complex manual operations. This adaptive design not only improves crushing efficiency, but also ensures smooth operation of the equipment in different modes.

[0018] 4. Closed dredging process reduces water pollution: The dredging process is carried out in a closed space, and the side guard plate assembly is used to close the cutting area to prevent high-pressure water flow from flushing out the silt, thereby minimizing the pollution of the river water during the operation and ensuring environmental protection.

[0019] 5. The linkage mechanism improves accuracy and ensures thorough dredging: The high-pressure nozzle moves synchronously with the side guard plate, and the nozzle position is accurately controlled through the linkage mechanism to avoid high-pressure water impacting the expansion plate, ensuring that the silt in the cutting area can be completely broken and cleaned to prevent incomplete dredging.

[0020] 6. Automatic flap anti-overflow design to prevent sludge from leaking out: The flap assembly is located below the liquid surface during the dredging process, effectively preventing the turbid sludge from overflowing after cleaning, ensuring the cleaning effect of the sludge bin and preventing secondary pollution of the water source. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] Figure 1 It is a schematic diagram of the three-dimensional structure of the sludge treatment equipment of the present invention;

[0022] Figure 2 yes Figure 1 Schematic diagram of the bottom structure;

[0023] Figure 3 yes Figure 1 Schematic diagram comparing the crawler structure of the equipment in walking and working modes;

[0024] Figure 4 It is a schematic diagram of the installation relationship between the booster pump group and the suction pump group;

[0025] Figure 5 It is a schematic diagram of the internal structure of the vehicle body;

[0026] Figure 6 yes Figure 5 Schematic diagram of the bottom structure;

[0027] Figure 7 It is a structural diagram of the crushing mechanism;

[0028] Figure 8 It is a schematic diagram of the chain plate structure with the side guard plate installed;

[0029] Fig. 9 It is a structural schematic diagram of a flap assembly;

[0030] Fig.10 This is the second structural diagram of the crushing mechanism;

[0031] Fig.11 yes Fig.10 A front view of

[0032] Fig.12 yes Fig.11 Comparison chart of the movement of the middle linkage mechanism.

[0033] Numbers in the figure: 1-body; 2-track; 3-boost pump group; 4-suction pump group; 5-crushing mechanism; 6-linkage mechanism; 7-flap assembly; 11-sludge bin; 12-pipe bin; 13-motor bin; 14-middle fixed frame; 15-bottom fixed frame; 16-top fixed frame; 20-outer wall; 21-chain plate; 22-rib seat; 23-axle seat; 24-expansion plate; 25-flat wire; 26-vertical wire; 27-chain link; 28-chain shaft; 29-cutting area; 201-side guard plate; 202-positioning column; 203-positioning groove; 204-fixing hole; 205-water inlet; 31-boost pump; 32-water supply pipe; 33-filter; 34-boost pipe; 41-suction Pump; 42-suction main pipe; 43-upper layer pipe; 44-through joint; 45-bottom layer pipe; 46-suction nozzle; 47-output pipe; 51-fixed seat; 52-elastic support rod; 53-rack; 54-nozzle cover; 55-high pressure nozzle; 56-high pressure hose; 57-connecting seat; 58-longitudinal pipe; 61-fixed support; 62-electromagnet; 63-head end pressure touch switch; 64-end pressure touch switch; 65-sliding pin; 66-slide groove; 67-fixed plate; 68-movable plate; 69-thrust spring; 70-pin shaft; 71-flap; 72-track plate; 73-track groove; 74-slider; 75-pin; 76-upper hinge seat; 77-lower hinge seat; 78-connecting rod; 79-pressure rod. DETAILED DESCRIPTION

[0034] The present invention is further described below in conjunction with the accompanying drawings and embodiments.

[0035] Embodiment: A device for treating bottom silt in a river channel for water conservancy construction, the device having a walking mode and a dredging mode. The walking mode is used when walking long distances on the road surface, and the dredging mode is used when dredging work is carried out at the bottom of the river channel. In the dredging mode, the device can also walk slowly on the surface of the riverbed silt layer. In the dredging mode, the device can cut the surface layer of silt into sections and crush it with high-pressure water impact, and then suck it into the shore-based silt truck box in a closed space for separation and treatment. The device can effectively reduce the problem of river water source pollution caused by silt turbidity during the dredging operation of the river bottom.

[0036] like Figure 1 and Figure 2As shown, the device mainly includes components such as a vehicle body 1, a crawler track 2, a booster pump group 3, a suction pump group 4 and a crushing mechanism 5. The crawler track 2 is installed on the left and right sides of the vehicle body 1. Each crawler track 2 includes a crawler track bracket and an annular crawler track, and an annular crawler track is wrapped around the left and right crawler tracks. A driving mechanism, a tensioning mechanism, a supporting wheel group, etc. are installed in the crawler track bracket. The crawler track 2 can adopt any existing crawler track structure, but the annular crawler track must at least include a chain plate 21, a rib seat 22, an axle seat 23, an expansion plate 24, a chain link 27 and a chain shaft 28. As shown in FIG. Figure 3 As shown, the inner wall of each crawler chain plate 21 is fixed with a chain link 27, and adjacent chain links 27 are hinged together through a chain shaft 28. A rib seat 22 is transversely fixed to the outer wall of each chain plate 21, and an axle seat 23 is fixed to the left and right ends of the rib seat 22. An expansion plate 24 is hinged to the axle seat 23 through a pin, and the expansion plate 24 can be turned over. When the expansion plate 24 is in a flat state, as shown in FIG. Figure 3 As shown in (1), at this time, the expansion plate 24 and the surface of the chain plate 21 are matched and attached together, and the expansion plate 24 and the chain plate 21 are fixed together by the flat wire 25. When the expansion plate 24 is in the upright state, as shown in FIG. Figure 3 As shown in (2), the expansion plate 24 and the surface of the rib seat 22 are matched and fitted together, and the expansion plate 24 and the rib seat 22 are fixed together by the vertical wire 26. When in the walking state, each expansion plate 24 needs to be laid flat and fixed, and the track contacts the ground directly through the rib seat 22. However, when dredging in the river channel, each expansion plate 24 is erected and fixed, and the track walks on the underwater silt surface to cut the silt to form multiple cutting areas 29.

[0037] like Figure 4 and Figure 5 As shown, the vehicle body 1 includes a sludge bin 11, a pipe bin 12 and a motor bin 13. Between the track brackets of the track part 2, there is a bottom fixing frame 15 connected to the left and right track brackets in the sludge bin 11; there is a middle fixing frame 14 connected to the left and right track brackets in the pipe bin 12; and there is a top fixing frame 16 in the motor bin 13. Among them, the bottom of the sludge bin 11 is open, while the pipe bin 12 and the motor bin 13 are both in a sealed and isolated state. The power used to drive the track part 2 to move can be either an external power supply or a battery sealed and installed in the motor bin 13 as a working power supply.

[0038] like Figure 4-Figure 6As shown, the booster pump group 3 and the suction pump group 4 are respectively installed in each compartment of the vehicle body 1. The booster pump group 3 includes a booster pump 31, a water supply pipe 32, a filter 33 and a booster pipe 34. The booster pump 31 is fixed in the motor compartment 13, and the water supply pipe 32 and the booster pipe 34 are fixed in the pipeline compartment 12. The mouth of the water supply pipe 32 is located in the water source. For example, the water supply pipe 32 is placed below the water surface of the river; or, a spare water tank is installed inside or on the top of the motor compartment 13, and the mouth of the water supply pipe 32 is connected to the bottom of the spare water tank; or, the mouth of the water supply pipe 32 is inserted into the sludge compartment 11, and the filter 33 is set at the mouth of the water supply pipe 32.

[0039] like Figure 4 and Figure 6 As shown, the suction pump assembly 4 includes a suction pump 41, a suction main pipe 42, an upper layer pipe 43, a through joint 44, a bottom layer pipe 45, a suction nozzle 46 and an output pipe 47. The suction pump 41 is fixed in the motor compartment 13, the suction main pipe 42 and the upper layer pipe 43 are fixed in the pipe compartment 12, the suction port of the suction pump 41 is connected to the suction main pipe 42, and the suction main pipe 42 is connected to the upper layer pipe 43. Figure 6 As shown, a bottom layer pipe 45 is fixed at the top of the sludge bin 11, the upper layer pipe 43 and the bottom layer pipe 45 are connected by a through joint 44, and a series of suction nozzles 46 are evenly distributed on the bottom layer pipe 45. An output pipe 47 is fixed in the motor bin 13, the discharge port of the suction pump 41 is connected to the lower end of the output pipe 47, and the upper end of the output pipe 47 is connected to the sludge truck box on the shore through a conveying pipeline.

[0040] A crushing mechanism 5 is installed on one or both outer side walls 20 of the crawler support of the crawler part 2. Figure 7As shown, the crushing mechanism 5 includes a fixed seat 51, an elastic support rod 52, a rack 53, a nozzle cover 54, a high-pressure nozzle 55, a high-pressure hose 56 and a connecting seat 57. A fixed seat 51 is fixed on the outer wall 20 of the crawler bracket, and an elastic support rod 52 is connected to the lower end of the fixed seat 51. The elastic support rod 52 includes an outer sleeve and an inner sleeve rod, which are sleeved together. A spring is sleeved in the outer sleeve, and the spring supports the inner sleeve rod to move upward. Specifically, a ring platform extends inward from the lower end of the outer sleeve, and a stop platform is set at the top of the inner sleeve rod. The spring is sleeved on the inner sleeve rod and is located between the ring platform and the stop platform. Therefore, in a natural state, the outer sleeve and the inner sleeve are in a contracted state due to the downward pressure of the vehicle body. A connecting seat 57 is fixed at the bottom of the inner sleeve rod, and the connecting seat 57 is connected to the rack 53. A series of nozzle covers 54 are evenly fixed at the bottom of the rack 53, and a high-pressure nozzle 55 is installed on each nozzle cover 54. At the same time, the boost pipe 34 penetrates and is fixed to the outer wall 20 of the crawler bracket. The boost pipe 34 is fixedly connected to a longitudinal pipe 58. A series of high-pressure hoses 56 are evenly connected to the longitudinal pipe 58. The bottom of each high-pressure hose 56 is connected to the corresponding high-pressure nozzle 55. When the boost pipe 34 provides high-pressure water, it can provide an impact force to the high-pressure nozzle 55. This water pressure impact force forces the nozzle cover 54 and the rack 53 to move downward, and then all the high-pressure nozzles 55 move downward synchronously to enter the cutting area 29. In the natural state, each high-pressure nozzle 55 moves upward with the rack 53 and the nozzle cover 54 and is in a retracted state. Only in the high-pressure water spraying state, the rack 53 and the nozzle cover 54 carry the high-pressure nozzle 55 and move downward to the cutting area 29 to perform high-pressure crushing operations.

[0041] like Figure 8 As shown, a guard plate assembly is fixed to the outer wall of the chain plate 21, the rib seat 22 and the expansion plate 24. The guard plate assembly includes a side guard plate 201, a positioning column 202, a positioning groove 203, a fixing hole 204 and a water injection port 205. A positioning column 202 is fixed to the inner wall of the side guard plate 201, and positioning grooves 203 are respectively provided on the outer end faces of the chain plate 21, the rib seat 22 and the expansion plate 24, and each positioning column 202 is matched and inserted with the corresponding positioning groove 203. At the same time, a fixing hole 204 is provided between the side guard plate 201 and the chain plate 21, and the side guard plate 201 and the chain plate 21 are fixedly installed together by screws. The overlapping part between adjacent side guard plates 201 is provided with a thinned yielding area. Therefore, during the dredging process, the silt layer is cut into multiple independent partitions by using the adjacent expansion plates 24, and the outer sides of the multiple independent partitions are closed by using the side guard plates 201. When the high-pressure water impact crushes the silt in the cutting area 29, it can prevent the high-pressure water from flushing the silt out of the cutting area 29. It can be seen that the side guard plate 201 can increase the impact strength of the high-pressure water in the cutting area 29, and prevent the silt from being discharged from the cutting area 29 and polluting the river water.

[0042] When the crushing mechanism 5 is improved, a linkage mechanism 6 can be added. Figure 10-12 As shown, the linkage mechanism 6 includes a fixed support 61, an electromagnet 62, a head end pressure touch switch 63, a terminal end pressure touch switch 64, a sliding pin 65, a slide groove 66, a fixed plate 67, a movable plate 68 and a thrust spring 69. The fixed support 61 is fixed on the rack 53, and the electromagnet 62 is fixed on the inner side of the fixed support 61. The connecting seat 57 is a U-shaped structure, and sliding pins 65 are fixed on the two side walls of the U-shaped structure. At the same time, a slide groove 66 is provided on the rack 53, and the sliding pin 65 is inserted into the slide groove 66, so that the rack 53 can translate left and right. Fig.11 and Fig.12 In the embodiment, fixed plates 67 are fixed to the crawler brackets at both ends of the rack 53, and movable plates 68 are fixed to both ends of the rack 53. Fig.12 A thrust spring 69 is installed between the movable plate 68 and the fixed plate 67. Under the pushing action of the thrust spring 69, the rack 53 is naturally in a state of moving backwards. However, when the fixed support 61 attracts the side guard plate 201, the entire rack 53 can move with the side guard plate 201, and the thrust spring 69 is compressed. Fig.12 In the embodiment, a head end pressure touch switch 63 and a terminal pressure touch switch 64 are installed in the middle of the two fixed plates 67 at the front and rear ends respectively. The head end pressure touch switch 63 and the terminal pressure touch switch 64 are respectively connected to the signal input of the controller. When the controller receives the signal of the terminal pressure touch switch 64, the electromagnet 62 is controlled to generate magnetic attraction, so that the electromagnet 62 is attracted to the side guard plate 201. At this time, each high-pressure nozzle 55 is docked with each water injection port 205. And the rack 53 carries multiple high-pressure nozzles 55 and moves forward with the track. When the controller receives the signal of the head end pressure touch switch 63, the electromagnet 62 is controlled to disconnect the attraction of the side guard plate 201. At this time, the rack 53 carries all the high-pressure nozzles 55 to move backward under the elastic force of the thrust spring 69. After moving backward until the terminal pressure touch switch 64 has a trigger signal, each high-pressure nozzle 55 corresponds to each water injection port 205 of the latter group and moves back and forth in sequence.

[0043] like Figure 1 and Figure 5 As shown, flap assemblies 7 are respectively provided at the bottom of the front and rear side walls of the sludge bin 11. Fig. 9As shown, a flap assembly 7 includes a pin 70, a flap 71, a track plate 72, a track groove 73, a slider 74, a latch 75, an upper hinge seat 76, a lower hinge seat 77, a connecting rod 78 and a pressure rod 79. The flap 71 is hinged at the bottom of the front and rear side walls of the sludge bin 11 through the pin 70, and a pair of parallel track plates 72 are fixed on the front and rear side walls of the sludge bin 11, each track plate 72 is provided with a track groove 73, and a rack is provided on the outer side of each track groove 73. A slider 74 is set in each pair of track plates 72, and a pair of protruding latches 75 are respectively provided at the left and right ends of the slider 74. Each pair of latches 75 is supported in the track groove 73 and located in the groove of the corresponding rack. An inner spring is set in the inner cavity of the slider 74, and the inner spring is supported on the front and rear side walls of the sludge bin 11. Under the action of the inner spring, each latch 75 can be supported in the corresponding rack groove. A pressure rod 79 is fixed on the upper part of the slider 74 to facilitate the pressing operation. An upper hinge seat 76 is arranged on the lower side of the slider 74, and a lower hinge seat 77 is arranged on the back of the flap 71. A connecting rod 78 is hinged between the upper hinge seat 76 and the lower hinge seat 77. During operation, the pressure rod 79 is manually pressed to make each latch 75 disengage from the corresponding groove, and then the slider 74 is moved upward or downward, thereby driving the flap 71 to flip upward or downward. After releasing the hand, the inner spring supports the slider 74 to move outward, and the latches 75 at both ends of the slider 74 are clamped in the grooves of the rack, locking the slider 74 and the track plate 72 together to ensure that the flap 71 is at a fixed inclination angle. The flap 71 can move upward in a non-working state and is in an avoidance state. During the dredging construction process, the flap 71 is controlled to tilt downward, and the flap 71 is located below the liquid surface and above the silt layer, which can effectively prevent the turbid silt in the silt bin 11 from overflowing and polluting the river water source.

[0044] When the above equipment is in use, before entering the river channel, the equipment is in walking mode, the track extension plate 24 is laid flat, and the equipment quickly moves to the construction section. After arriving at the designated river section, the operator switches the equipment to dredging mode, at which time the track extension plate 24 is erected to prepare for the cleaning operation. First, place the nozzle of the equipment water supply pipe 32 below the water surface of the river channel, or connect the water supply nozzle to the spare water tank to ensure that the booster pump group 3 can continuously provide a high-pressure water source. Ensure that the suction pipe of the equipment is connected to the sludge truck box on the shore through a conveying pipeline to prepare for subsequent sludge extraction operations.

[0045] When performing dredging operations, after the equipment switches to the dredging mode, the extension plate 24 of the crawler is erected and enters the riverbed, and begins to move slowly along the bottom of the river. The extension plate 24 of the crawler can cut the surface of the silt and divide the silt into multiple cutting areas 29, ensuring that the silt can be effectively divided for subsequent processing. The crawler cutting method avoids silt agglomeration, ensures that the silt can be fully divided, and improves the dredging efficiency.

[0046] High-pressure water impact crushing: After the cutting area 29 is formed, the booster pump group 3 starts working, and the booster pump 31 provides high-pressure water flow, and the sludge in the cutting area 29 is crushed by high-pressure impact through the high-pressure nozzle 55. The crushing mechanism 5 automatically moves downward, accurately directing the crushing water flow to the cutting area 29, so that the sludge is effectively crushed. During the crushing process, the linkage mechanism 6 ensures that the high-pressure nozzle 55 moves synchronously with the side guard plate 201 to prevent the high-pressure water flow from impacting the expansion plate 24 or damaging the equipment, and at the same time ensures that the high-pressure nozzle 55 can continue to efficiently crush the sludge in the cutting area 29. The crushing operation of the high-pressure nozzle 55 ensures the thorough crushing of the sludge, and through the linkage mechanism, reduces the disturbance and pollution to the surrounding waters.

[0047] The suction pump 41 of the equipment starts working, and the crushed sludge is sucked into the bottom discharge pipe 45 through the suction nozzle 46. Subsequently, the sludge is transported to the sludge truck box on the shore through the suction main pipe 42 and the output pipe 47 for separation and treatment. The suction operation is carried out in a closed environment inside the equipment. The side guard plate 201 ensures that the high-pressure water flow and sludge will not leak into the river water body, avoiding secondary pollution during the operation. The fully enclosed suction process effectively reduces water source pollution and achieves efficient sludge extraction.

[0048] As the equipment moves forward, the high-pressure nozzle 55 in the crushing mechanism 5 moves with the crawler, continuously performing high-pressure water impact crushing and suction operations on the new cutting area 29, and the equipment can continue to move on its own above the riverbed silt layer to perform long-term, continuous dredging operations. The front and rear flap assemblies 7 of the silt bin 11 flip down during the dredging process and are located below the liquid surface to prevent the cleaned silt from leaking out, further reducing river pollution. The equipment can dredge while moving, with high operating efficiency, and at the same time use the flap assembly 7 to prevent turbid silt from overflowing, ensuring the river cleaning effect.

[0049] When the dredging work is completed, the equipment stops the booster pump 31 and the suction pump 41 to remove the residual silt inside. The flap assembly 7 returns to the upturned state to ensure that the equipment can be smoothly withdrawn from the river. The equipment switches to the walking mode again, the crawler extension plate 24 returns to the flat state, and the equipment smoothly returns to the shore from the riverbed. The equipment smoothly withdraws from the river channel and ends the operation, achieving efficient dredging and rapid evacuation.

[0050] The above specific embodiments of the present invention are only used to illustrate or explain the principles of the present invention, and do not constitute a limitation of the present invention. Therefore, any modification, equivalent substitution, improvement, etc. made without departing from the spirit and scope of the present invention should be included in the protection scope of the present invention.

Claims

1. A water conservancy construction riverbed silt treatment equipment, comprising a vehicle body (1), a crawler part (2) and a suction pump group (4), wherein crawler parts (2) are respectively installed on the left and right sides of the vehicle body (1), each crawler part (2) comprises a crawler frame and an annular crawler, a driving mechanism and a tensioning mechanism and a supporting wheel group are installed in the crawler frame, the crawler comprises a chain plate (21), a chain link (27) and a chain shaft (28), a chain link (27) is fixed to the inner side wall of each chain plate (21) of the crawler, and adjacent chain links (27) are hinged together through the chain shaft (28), and the suction pump group (4) is installed in the vehicle body (1), characterized in that: The vehicle also includes a booster pump group (3) and a crushing mechanism (5). The booster pump group (3) is installed in the vehicle body (1) to provide high-pressure water to the crushing mechanism (5). The crushing mechanism (5) is installed on the outer side wall (20) of the crawler support. The booster pump group (3) includes a booster pump (31), a water supply pipe (32), a filter (33) and a booster pipe (34). The crushing mechanism (5) includes a fixed seat (51), an elastic support rod (52), a rack (53), a nozzle cover (54), a high-pressure nozzle (55), a high-pressure hose (56) and a longitudinal pipe (58). Each chain plate (2 A rib seat (22) is transversely fixed to the outer wall of the rib seat (22), and an axle seat (23) is fixed to the left and right ends of the rib seat (22). An expansion plate (24) is hinged on the axle seat (23) through a pin, and the expansion plate (24) can be turned over; in the walking mode, the expansion plate (24) is in a flat state, and the expansion plate (24) and the chain plate (21) are fixed together through a flat wire (25); in the dredging mode, the expansion plate (24) is in an upright state, and the expansion plate (24) and the rib seat (22) are fixed together through a vertical wire (26). At this time, the crawler walks on the underwater mud surface and can cut the mud. The vehicle body (1) is provided with a sludge bin (11) at the bottom of the vehicle body (1), and the inner end of each cutting zone (29) is connected to the sludge bin (11); each high-pressure nozzle (55) of the crushing mechanism (5) corresponds to the outer end of each cutting zone (29); the suction pump group (4) is used to pump the sludge in the sludge bin (11) to the shore-based sludge collection unit; a guard plate assembly is fixed to the outer side wall of the chain plate (21), the rib seat (22) and the expansion plate (24), and the guard plate assembly includes a side guard plate (201), a positioning column (202), a fixing hole (203), and a fixing hole (204). 4) and a water injection port (205), a water injection port (205) penetrating the side guard plate (201), a positioning column (202) is fixed to the inner side wall of the side guard plate (201), and positioning grooves (203) are respectively provided on the outer end surfaces of the chain plate (21), the rib seat (22) and the expansion plate (24), each positioning column (202) is matched and inserted into the corresponding positioning groove (203), a fixing hole (204) is provided between the side guard plate (201) and the chain plate (21), and the water injection port (205) and the high-pressure nozzle (55) are corresponding to each other through the side guard plate (201) and the chain plate.

2. The equipment for treating bottom mud of a river channel for water conservancy construction according to claim 1 is characterized in that: The vehicle body portion (1) further comprises a pipe bin (12) and a motor bin (13) located on the upper side of the sludge bin (11); the bottom of the sludge bin (11) is open, and the pipe bin (12) and the motor bin (13) are both in a sealed and isolated state.

3. The equipment for treating bottom mud of a water conservancy construction river channel according to claim 2, characterized in that: A booster pump (31) is fixed in the motor compartment (13), a water supply pipe (32) and a booster pipe (34) are fixed in the pipe compartment (12), the pipe mouth of the water supply pipe (32) is located in the water source, and a filter (33) is set at the pipe mouth of the water supply pipe (32).

4. The equipment for treating bottom mud of a river channel for water conservancy construction according to claim 2 is characterized in that: The suction pump assembly (4) comprises a suction pump (41), a suction main pipe (42) and an output pipe (47). The suction pump (41) is fixed in the motor compartment (13), the suction main pipe (42) and the upper layer pipe (43) are fixed in the pipe compartment (12), the suction port of the suction pump (41) is connected to the suction main pipe (42), the suction main pipe (42) is connected to the upper layer pipe (43), a bottom layer pipe (45) is fixed at the top of the sludge compartment (11), the upper layer pipe (43) and the bottom layer pipe (45) are connected via a through joint (44), and a series of suction nozzles (46) are evenly distributed on the bottom layer pipe (45); the output pipe (47) is fixed in the motor compartment (13).

5. The equipment for treating bottom mud of a river channel for water conservancy construction according to claim 3 is characterized in that: A fixing seat (51) is fixed on the outer side wall (20) of the crawler bracket, an elastic support rod (52) is connected to the lower end of the fixing seat (51), a connecting seat (57) is fixed at the bottom of the elastic support rod (52), the connecting seat (57) is connected to the rack (53), a series of nozzle sleeves (54) are evenly fixed at the bottom of the rack (53), and a high-pressure nozzle (55) is installed on each nozzle sleeve (54); the boosting pipe (34) passes through and is fixed to the outer side wall (20) of the crawler bracket, the boosting pipe (34) is fixedly connected to a longitudinal pipe (58), a series of high-pressure hoses (56) are evenly connected to the longitudinal pipe (58), and the bottom of each high-pressure hose (56) is connected to a corresponding high-pressure nozzle (55).

6. The equipment for treating bottom mud of a river channel for water conservancy construction according to claim 5, characterized in that: The elastic support rod (52) comprises an outer sleeve and an inner sleeve rod, which are sleeved together. A spring is arranged inside the outer sleeve, a stopper is arranged at the top of the inner sleeve rod, and a ring platform is arranged at the lower end of the outer sleeve. The spring is located between the stopper and the ring platform, so that the spring pushes the stopper to move the inner sleeve upward. In a natural state, the outer sleeve and the inner sleeve are in a contracted state.

7. The equipment for treating bottom mud of a water conservancy construction river channel according to claim 1, characterized in that: A flap assembly (7) is respectively arranged at the bottom of the front and rear side walls of the sludge bin (11), and the flap assembly (7) comprises a pin shaft (70), a flap (71), a track plate (72), a slider (74) and a connecting rod (78). The flaps (71) are respectively hinged at the bottom of the front and rear side walls of the sludge bin (11) via the pin shaft (70). A pair of parallel track plates (72) are respectively fixed to the front and rear side walls of the sludge bin (11), each track plate (72) is provided with a track groove (73), and a rack is arranged on the outer side edge of each track groove (73); a pair of parallel track plates (72) are respectively fixed to the front and rear side walls of the sludge bin (11), each track plate (72) is provided with a track groove (73), and a rack is arranged on the outer side edge of each track groove (73); a pair of parallel track plates (72) are respectively arranged in each pair of track plates (72). A slider (74) is provided with a pair of protruding latches (75) at the left and right ends of the slider (74), each pair of latches (75) is supported in the track groove (73) and is located in the groove of the corresponding rack; an inner spring is sleeved in the inner cavity of the slider (74), and the inner spring is supported on the front and rear side walls of the sludge bin (11), and under the action of the inner spring, each latch (75) can be supported in the groove of the corresponding rack; an upper hinge seat (76) is provided on the lower side of the slider (74), a lower hinge seat (77) is provided on the back side of the flap (71), and a connecting rod (78) is hinged between the upper hinge seat (76) and the lower hinge seat (77).

Citation Information

Patent Citations

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    CN109577400A

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