CN221545756U - River dike hydraulic filling system - Google Patents
River dike hydraulic filling system Download PDFInfo
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- CN221545756U CN221545756U CN202420053224.8U CN202420053224U CN221545756U CN 221545756 U CN221545756 U CN 221545756U CN 202420053224 U CN202420053224 U CN 202420053224U CN 221545756 U CN221545756 U CN 221545756U
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Abstract
The utility model discloses a river dike hydraulic reclamation system, which comprises: a transport vessel provided with a storage bin; a hydraulic reclamation ship; a screening device; a transfer device; a mud-water mixing device; and the conveying device is used for conveying the filler in the mud-water mixing device to the outside. According to the river channel dam hydraulic filling system, the dredger pumps the filler into the storage bin of the transport ship or acquires the filler in other modes and stores the filler in the storage bin, the transport ship moves to the side of the hydraulic filling ship, then the transporting device transfers the filler in the storage bin to the screening device for screening, the screened filler is conveyed to the mud-water mixing device, and the mud-water mixing device enables the filler to form slurry and is conveyed to a designated place by the conveying device, so that a hydraulic filling effect is achieved; when the packing in the storage bin of the transport ship is insufficient, another transport ship is timely arranged to transport the packing, so that the hydraulic reclamation ship can be ensured to keep running, and the hydraulic reclamation efficiency is improved. The utility model can be applied to the technical field of river channel hydraulic reclamation.
Description
Technical Field
The utility model relates to the technical field of river channel hydraulic reclamation, in particular to a river channel dyke hydraulic reclamation system.
Background
In the river reclamation technique, mud at the river bottom is extracted by a reclamation dredger and then transported to a designated place, and therefore the reclamation dredger is generally equipped with an extracting device for extracting the mud, a storage device for storing the mud, and a transporting device for transporting the mud. Before the dredger carries out river channel dredger fill, the dredger needs to move to a mud extraction point, enough mud is extracted through an extraction device and stored in a storage device, then the dredger is penetrated near the dredger fill area, and the mud is dredged and filled to the dredger fill area by a conveying device. However, the reclamation vessel moves back and forth between the mud extraction point and the reclamation area, which consumes more time and affects reclamation efficiency.
Disclosure of utility model
The utility model aims to provide a river dike hydraulic filling system, which solves one or more technical problems in the prior art and at least provides a beneficial selection or creation condition.
The technical scheme adopted for solving the technical problems is as follows:
a river dike reclamation system comprising:
A transport vessel provided with a storage bin;
a hydraulic reclamation ship;
The screening device is arranged on the hydraulic reclamation ship;
The transferring device is arranged on the hydraulic reclamation ship and is used for transferring the filler in the storage bin to the screening device for screening;
The mud-water mixing device is arranged on the hydraulic reclamation ship, and the filler screened by the screening device is conveyed into the mud-water mixing device;
And the conveying device is communicated with the muddy water mixing device and the outside, and the conveying device conveys the filler in the muddy water mixing device to the outside.
The beneficial effects of the utility model are as follows: the dredger pumps the filler into a storage bin of the transport ship or acquires the filler by other modes and stores the filler in the storage bin, the transport ship moves to the side of the hydraulic reclamation ship, then the transporting device transfers the filler in the storage bin to the sieving device for sieving, the sieved filler is conveyed to the mud-water mixing device, and the mud-water mixing device enables the filler to form slurry and is conveyed to a designated place by the conveying device, so that the hydraulic reclamation effect is realized; when the packing in the storage bin of the transport ship is insufficient, another transport ship is timely arranged to transport the packing, so that the hydraulic reclamation ship can be ensured to keep running, and the hydraulic reclamation efficiency is improved.
As a further improvement of the above technical solution, the storage bin is located at the top of the transport ship, and the top of the storage bin is open.
As a further improvement of the technical scheme, the hydraulic reclamation ship is provided with a power generation device, and the power generation device supplies power for the screening device, the mud-water mixing device and the conveying device.
As a further improvement of the above technical solution, the dredger is further provided with a waste tank, and the waste not screened by the screening device falls into the waste tank, and the river dike dredger further comprises:
A waste transfer vehicle;
And the waste material transfer device is arranged on the hydraulic reclamation ship and transfers the waste material of the waste material tank into the waste material transfer vehicle.
As a further improvement of the technical scheme, the conveying device comprises a suction pipe and a hydraulic filling pipe, the suction pipe is communicated with the mud-water mixing device, the hydraulic filling pipe is communicated with the outside, the hydraulic filling pipe is sequentially divided into a floating pipe section, a sinking pipe section and a discharge section along the conveying direction, the floating pipe section floats on the water surface, the sinking pipe section sinks to the water bottom, and the discharge section is arranged on the ground.
As a further improvement of the above technical solution, the conveying device further comprises a pipe bracket, the pipe bracket is installed on the ground, and the discharge section is fixed on the pipe bracket.
As a further improvement of the technical scheme, the mud-water mixing device is arranged in the hydraulic reclamation ship.
As a further improvement of the technical scheme, the screening device and the transferring device are positioned at the top of the hydraulic reclamation ship, the mud-water mixing device is positioned below the screening device, and the filler screened by the screening device falls into the mud-water mixing device.
As a further improvement of the technical scheme, the river channel dam hydraulic reclamation system further comprises a hydraulic reclamation area, the hydraulic reclamation area is divided into a plurality of subareas along the horizontal direction, a dam is arranged between every two adjacent subareas, and the conveying device sequentially conveys filler to the subareas.
As a further improvement of the technical scheme, each subarea is provided with a ditch, and the river dike hydraulic filling system further comprises a sedimentation area, wherein the ditches are communicated with the sedimentation area.
Drawings
The utility model is further described below with reference to the drawings and examples;
FIG. 1 is a schematic top view of an embodiment of a system for hydraulic reclamation of river dikes;
FIG. 2 is a schematic cross-sectional view of a dredger fill vessel in one embodiment of the present utility model;
FIG. 3 is a schematic diagram of a hydraulic filling pipe in an embodiment of the present utility model.
100. Transport vessel, 110, storage bin, 200, dredger, 210, power generation device, 220, waste tank, 300, screening device, 400, transfer device, 500, mud-water mixing device, 600, transport device, 610, suction pipe, 620, dredger pipe, 621, float pipe section, 622, sink pipe section, 623, discharge section, 630, extraction mechanism, 640, pipe support, 700, waste transfer vehicle, 800, waste transfer device.
Detailed Description
Reference will now be made in detail to the present embodiments of the present utility model, examples of which are illustrated in the accompanying drawings, wherein the accompanying drawings are used to supplement the description of the written description so that one can intuitively and intuitively understand each technical feature and overall technical scheme of the present utility model, but not to limit the scope of the present utility model.
In the description of the present utility model, it should be understood that references to orientation descriptions such as upper, lower, front, rear, left, right, etc. are based on the orientation or positional relationship shown in the drawings, are merely for convenience of description of the present utility model and to simplify the description, and do not indicate or imply that the apparatus or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the present utility model.
In the description of the present utility model, if there is a word description such as "a plurality" or the like, the meaning of a plurality is one or more, and the meaning of a plurality is two or more, and greater than, less than, exceeding, etc. are understood to not include the present number, and above, below, within, etc. are understood to include the present number.
In the description of the present utility model, unless explicitly defined otherwise, terms such as arrangement, installation, connection, etc. should be construed broadly and the specific meaning of the terms in the present utility model can be reasonably determined by a person skilled in the art in combination with the specific contents of the technical scheme.
Referring to fig. 1 to 3, the river dike hydraulic filling system of the present utility model makes the following embodiments:
the river dike hydraulic reclamation system comprises a transport ship 100, a hydraulic reclamation ship 200, a screening device 300, a transferring device 400, a mud-water mixing device 500 and a conveying device 600.
The transport vessel 100 is provided with a storage bin 110, the storage bin 110 for storing the filler.
The screening device 300, the transfer device 400, the mud-water mixing device 500 and the conveying device 600 are all arranged on the dredger 200.
The screening device 300 is a vibration screening mechanical device which utilizes the relative movement of the granular materials and the screen surface to enable part of particles to penetrate through the screen holes and divide the materials such as sand, gravel, broken stone and the like into different grades according to the particle size. The screening process is generally continuous and after the filler is fed to the screening device, the filler having a smaller size than the mesh size falls through the mesh and is fed to the mud-water mixing device 500; the packing material larger than the mesh size is continuously discharged from the screen surface to form waste material.
The screening device 300 may be a vibratory screening device or a rolling screening device, the mesh openings of the screening device 300 being adjusted to screen out different diameter fillers.
When the carrier 100 is moored alongside the dredger 200, the transfer device 400 takes the filler from the storage bin 110 of the carrier 100 and transfers the filler to the screening device 300, and the screening device 300 screens the filler and delivers it to the sludge-water mixing device 500.
The mud-water mixing device 500 is provided with a mixing cavity and a water injection mechanism, wherein filler enters the mixing cavity, and the water injection mechanism injects water into the mixing cavity to mix the water and the filler to form slurry.
The transporting device 600 communicates the mixing chamber of the mud-water mixing device 500 with the outside, and the transporting device 600 transports the slurry in the mixing chamber to the target site.
The dredger pumps the filler into the storage bin 110 of the transport ship 100 or acquires the filler by other modes and stores the filler in the storage bin 110, the transport ship 100 moves to the side of the hydraulic reclamation ship 200, then the transporting device 400 transfers the filler in the storage bin 110 to the sieving device 300 for sieving, the sieved filler is conveyed to the mud-water mixing device 500, and the mud-water mixing device 500 enables the filler to form slurry and be conveyed to a designated place by the conveying device 600, so that the hydraulic reclamation effect is realized; when the packing in the storage bin 110 of the carrier 100 is insufficient, another carrier 100 is timely arranged to transport the packing to ensure that the dredger 200 remains in operation, improving dredger efficiency.
In some embodiments, the top of the carrier 100 is provided with an open-top storage compartment 110.
The carrier 100 is parked beside the dredger 200 and the transfer device 400 takes the filler from the open storage bin 110 of the carrier 100 and transfers it to the screening device 300, making it more convenient for the transfer device 400 to transfer the filler.
In some embodiments, the dredger 200 is provided with a power generation device 210, and the power generation device 210 generates power to be supplied to the sieving device 300, the mud-water mixing device 500, and the conveying device 600.
The power generation device 210 of the dredger 200 continuously generates electric energy, and the screening device 300, the mud-water mixing device 500 and the conveying device 600 are ensured to continuously operate.
In some embodiments, the dredger 200 is provided with a chute 220 adjacent to the screening device 300, the filler material larger than the mesh size of the screening device 300 is continuously discharged from the screening surface to form waste material and falls into the chute 220, the waste transfer cart 700 is parked adjacent to the dredger 200, the waste transfer device 800 is provided on the dredger 200, and the waste transfer device 800 transfers the waste material into the waste transfer cart 700.
The waste screened by the screening device 300 is transported to the waste transfer trolley 700 through the waste transfer device 800, and the waste transfer trolley 700 can convey the waste to the vicinity of the hydraulic reclamation area for other temporary projects such as roadbed backfilling of the hydraulic reclamation area, so that the full utilization of the hydraulic reclamation area is ensured.
In some embodiments, the conveying device 600 is provided with a suction pipe 610 and a hydraulic filling pipe 620, the suction pipe 610 is communicated with the mixing cavity of the mud-water mixing device 500, the hydraulic filling pipe 620 is communicated with the outside, the suction pipe 610 sucks mud in the mixing cavity of the mud-water mixing device 500, the mud is conveyed to a designated place along with the hydraulic filling pipe 620, the hydraulic filling pipe 620 is divided into a floating pipe section 621, a sinking pipe section 622 and a discharging section 623 along the conveying direction, the floating pipe section 621 is provided with a floating body to float on the water surface of a river course, the sinking pipe section 622 is provided with a weight to sink on the river bed, and the discharging section 623 is provided on the land near the designated place.
The slurry in the mixing chamber of the slurry mixing apparatus 500 enters the blow fill pipe 620 from the suction pipe 610; because the dredger 200 is parked in the river course, the dredger 200 is far away from the target site, and the floating pipe section 621 is arranged so as to determine the position of the sinking pipe section 622, and the sinking pipe section 622 is used for avoiding the ship sailing in the river course; the discharge section 623 is positioned on the surface near the target site to facilitate adjustment of the location of the discharge section 623 where the slurry is blown.
In some embodiments, the discharge segment 623 is secured with a conduit bracket 640, the conduit bracket 640 being secured to the ground.
The discharge section 623 is secured by the pipe bracket 640 to prevent the discharge section 623 from sloshing during the mud blowing process.
In some embodiments, the mud-water mixing device 500 is installed inside the dredger 200.
The mud-water mixing device 500 can generate more smoke dust or cause slurry overflow in the process of mixing the filler and the water, and the mud-water mixing device 500 is arranged in the hydraulic reclamation ship 200 so as to avoid the pollution of the environment of the river by the smoke dust or slurry leakage.
In some embodiments, the screening device 300 and the transfer device 400 are disposed on top of the dredger 200, the screening device 300 is located above the mud-water mixing device 500, and the filler smaller than the mesh size falls into the mud-water mixing device 500 through the mesh.
The filler falls into the mud-water mixing device 500 through gravity, so that the positions of the screening device 300, the transferring device 400 and the mud-water mixing device 500 are more reasonably arranged, and the space utilization rate of the hydraulic reclamation ship 200 is improved
In some embodiments, the designated location is set as a reclamation area, the reclamation area is divided into a plurality of sections in the horizontal direction, and a dam is provided between every two adjacent sections, and the transporting apparatus 600 is installed to sequentially transport the filler to the plurality of sections.
Dividing the hydraulic filling area into dykes and dams separated from each other, and sequentially conveying the filler to a plurality of subareas so as to avoid the filler loss caused by the filler carried away by the water flow of large-area slurry in the hydraulic filling area.
In some embodiments, each partition is provided with a ditch, and the river dike hydraulic filling system is further provided with a sedimentation area, wherein the ditches are communicated with the sedimentation area.
After the mud is deposited after the partition is filled, the ditch is opened to enable the water in the partition to flow to the sedimentation area, the filler carried by the water is settled in the sedimentation area, and then the water in the sedimentation area is discharged into the river channel, so that the pollution caused by the fact that the water with the filler in the partition directly flows into the river channel is avoided.
Specifically, referring to fig. 1 to 3, the river dike hydraulic reclamation system includes a carrier 100, a hydraulic reclamation ship 200, a screening device 300, a transfer device 400, a mud-water mixing device 500, a conveying device 600, a waste transfer vehicle 700, a waste transfer device 800, a hydraulic reclamation area, and a sedimentation area.
The top of the carrier 100 is provided with an open-top storage compartment 110.
The power generation device 210 is arranged in the hydraulic reclamation ship 200, the waste tank 220 is arranged at the top of the hydraulic reclamation ship 200, and a platform for the transfer device 400 and the waste transfer device 800 to move is also arranged at the top surface of the hydraulic reclamation ship 200.
The dredger 200 has an inner cavity below the platform, and the top of the inner cavity has an opening located beside the waste tank 220.
The screening device 300 is arranged on an opening at the top of the hydraulic reclamation ship 200, the screening device 300 is a vibration screening device or a rolling screening device, the power generation device 210 supplies power to the screening device 300, and the filler with the size smaller than that of the screen holes of the screening device 300 falls into the opening through the screen holes; the packing larger than the mesh size is continuously discharged from the screen surface to form waste and slides into the waste bin 220.
The waste transfer vehicle 700 is parked on the river bank where the dredger 200 is parked, the waste transfer device 800 is an excavator, the waste transfer device 800 is arranged on a platform at the top of the dredger 200, the waste transfer device 800 moves on the platform, the waste transfer device 800 digs the waste in the waste tank 220 into the hopper of the waste transfer vehicle 700, the waste transfer vehicle 700 transfers the waste to the vicinity of a designated place for other temporary projects such as roadbed backfilling of the designated place, and the full utilization of the blown waste is ensured.
The transfer device 400 is an excavator, the transfer device 400 is disposed on a platform at the top of the dredger 200, and the transfer device 400 may be fixed on the platform or movable on the platform.
When the carrier 100 is moored alongside the dredger 200, the transfer device 400 digs the filler from the storage bin 110 of the carrier 100 and pours it onto the screening device 300 so that the screening device 300 screens the filler.
The mud-water mixing device 500 is arranged in the inner cavity of the hydraulic reclamation ship 200, the mud-water mixing device 500 is provided with a mixing cavity with an opening communicated with the top and a water injection mechanism, the power generation device 210 supplies power for the water injection mechanism, the filler passing through the sieve pores of the sieving device 300 falls into the mixing cavity from the opening, and the water injection mechanism injects water into the mixing cavity, so that the filler and water are mixed in the mixing cavity to form slurry.
The delivery device 600 includes a suction tube 610, a blow fill tube 620, an extraction mechanism 630, and a conduit bracket 640.
The suction pipe 610 and the extraction mechanism 630 are disposed inside the dredger 200, and the dredger 620 is partially disposed inside the dredger 200. The suction pipe 610 communicates with the mixing chamber, the power generation device 210 supplies power to the pumping mechanism 630, the pumping mechanism 630 causes the suction pipe 610 to generate suction force to suck the slurry, and then the slurry is conveyed to the outside along the blow-fill pipe 620.
The hydraulic filling pipe 620 is sequentially divided into a floating pipe section 621, a sinking pipe section 622 and a discharge section 623 along the slurry conveying direction, wherein the floating pipe section 621 is provided with a floating body to enable the floating body to float on the water surface of a river course, the sinking pipe section 622 is provided with a weight to enable the heavy body to sink on a river bed, the pipeline bracket 640 is fixed on the ground at a designated place in a manner of burying a vertical pile, and the discharge section 623 is fixed above the pipeline bracket 640.
The appointed place is set as a hydraulic filling area, the discharge section 623 is used for hydraulic filling of slurry to the hydraulic filling area, the hydraulic filling area is divided into a plurality of subareas in sequence, a dam is arranged between every two adjacent subareas, and the discharge section 623 is used for hydraulic filling of slurry to the subareas in sequence.
The method comprises the steps that a sedimentation area is arranged in an area between a hydraulic filling area and a river channel, each partition is provided with a ditch, the ditches are communicated with the sedimentation area, a gate box type water outlet is arranged at an inlet of each partition, residual water in the partition is discharged from the gate box type water outlet to the ditches, then water flows into the sedimentation area along the ditches, after the filler in the water is settled in the sedimentation area, the water is discharged from the sedimentation area to the river channel after reaching the standard, so that the river channel is prevented from being polluted, and sediment is cleaned from the ditches after the hydraulic filling operation of the hydraulic filling area is completed.
While the preferred embodiment of the present utility model has been described in detail, the utility model is not limited to the embodiments, and various equivalent modifications and substitutions can be made by those skilled in the art without departing from the spirit of the utility model, and these modifications and substitutions are intended to be included in the scope of the present utility model as defined in the appended claims.
Claims (10)
1. A river course dykes and dams hydraulic reclamation system, its characterized in that: comprising the following steps:
A transport vessel provided with a storage bin;
a hydraulic reclamation ship;
The screening device is arranged on the hydraulic reclamation ship;
The transferring device is arranged on the hydraulic reclamation ship and is used for transferring the filler in the storage bin to the screening device for screening;
The mud-water mixing device is arranged on the hydraulic reclamation ship, and the filler screened by the screening device is conveyed into the mud-water mixing device;
And the conveying device is communicated with the muddy water mixing device and the outside, and the conveying device conveys the filler in the muddy water mixing device to the outside.
2. The river dike reclamation system of claim 1, wherein: the storage bin is positioned at the top of the transport ship, and the top of the storage bin is open.
3. The river dike reclamation system of claim 1, wherein: the hydraulic reclamation ship is provided with a power generation device, and the power generation device supplies power for the screening device, the mud-water mixing device and the conveying device.
4. The river dike reclamation system of claim 1, wherein: the dredger is also provided with a waste material tank, waste materials which are not screened by the screening device fall into the waste material tank, and the river dike dredger system further comprises:
A waste transfer vehicle;
And the waste material transfer device is arranged on the hydraulic reclamation ship and transfers the waste material of the waste material tank into the waste material transfer vehicle.
5. The river dike reclamation system of claim 1, wherein: the conveying device comprises a suction pipe and a hydraulic filling pipe, the suction pipe is communicated with the mud-water mixing device, the hydraulic filling pipe is communicated with the outside, the hydraulic filling pipe is sequentially divided into a floating pipe section, a sinking pipe section and a discharging section along the conveying direction, the floating pipe section floats on the water surface, the sinking pipe section sinks to the water bottom, and the discharging section is arranged on the ground.
6. The river dike reclamation system of claim 5, wherein: the conveying device further comprises a pipeline support, the pipeline support is installed on the ground, and the discharge section is fixed on the pipeline support.
7. The river dike reclamation system of claim 1, wherein: the mud-water mixing device is arranged in the hydraulic reclamation ship.
8. The riverway dam hydraulic reclamation system as recited in claim 7, wherein: the screening device and the transfer device are positioned at the top of the hydraulic reclamation ship, the mud-water mixing device is positioned below the screening device, and the filler screened by the screening device falls into the mud-water mixing device.
9. The river dike reclamation system of claim 1, wherein: the river channel dam hydraulic filling system further comprises a hydraulic filling area, the hydraulic filling area is divided into a plurality of subareas along the horizontal direction, a dam is arranged between every two adjacent subareas, and the conveying device sequentially conveys fillers to the subareas.
10. The river dike reclamation system of claim 9, wherein: each partition is provided with a ditch, and the river dike hydraulic filling system further comprises a sedimentation area, wherein the ditches are communicated with the sedimentation area.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420053224.8U CN221545756U (en) | 2024-01-09 | 2024-01-09 | River dike hydraulic filling system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420053224.8U CN221545756U (en) | 2024-01-09 | 2024-01-09 | River dike hydraulic filling system |
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| Publication Number | Publication Date |
|---|---|
| CN221545756U true CN221545756U (en) | 2024-08-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202420053224.8U Active CN221545756U (en) | 2024-01-09 | 2024-01-09 | River dike hydraulic filling system |
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| CN (1) | CN221545756U (en) |
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