CN209741955U

CN209741955U - dynamic and static spiral water diversion energy-activated dredging treatment system suitable for weir pond

Info

Publication number: CN209741955U
Application number: CN201920112479.6U
Authority: CN
Inventors: 谢斌; 徐金绪; 鄂子航; 陈迎; 张丽妍; 冯涛
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-01-23
Filing date: 2019-01-23
Publication date: 2019-12-06
Anticipated expiration: 2029-01-23

Abstract

the utility model discloses a sound formula spiral diversion energy stimulation desilting processing system that is suitable for weir pond, resistance to compression casing including the back taper structure, the bottom of resistance to compression casing is provided with leads to the silt hole, through lead to the silt hole and make the inboard silt of resistance to compression casing fall into the case of breaing up that is located resistance to compression casing bottom, the lower part of breaing up the case is the back taper structure, just the bottom of breaing up the case is provided with first desilting pipe, from left to right vacuum motor pump, filter equipment and ponding collection device have set gradually on the first desilting pipe, just the vacuum motor pump passes through second desilting pipe and first desilting pipe intercommunication, the top of vacuum motor pump is provided with the silt exit end. The utility model discloses in, the gravitational potential energy through utilizing the weir pond supernatant water strikes lower floor's silt for the case is broken up in the quick entering through logical silt hole of ware, and then discharges, realizes the high-efficient utilization of energy.

Description

Dynamic and static spiral water diversion energy-activated dredging treatment system suitable for weir pond

Technical Field

The utility model relates to a weir pond desilting system field especially relates to be suitable for sound formula spiral diversion of weir pond to arouse can desilting processing system.

Background

the water in the Wei-Pong plays an important role in rural economy, and sufficient water and a stable reservoir are needed for production and life of farmers. Due to the terrain, a plurality of naturally formed or artificially excavated weir ponds exist in each region, and the development of the wading economy is seriously disturbed. And the accumulation of the sludge not only reduces the water storage capacity of the sludge, but also can not meet the production and life of people, and even endangers the safety of people's life and property when encountering large-scale rainwater and the like. And the sludge can increase organic substances in water, accelerate the rapid propagation of anaerobic organisms in the water, cause serious water pollution, easily cause a great amount of death of fishes and have adverse effect on the surrounding environment.

At present, in order to relieve the sludge of a weir pond, manual excavation is mainly adopted for dredging or mechanical excavation is directly adopted, but the improved condition is unstable, and the requirement on external energy is large. Foreign dredging is mainly performed by pumping water and then cleaning with a dredging boat. However, such a cleaning method is suitable for linear riverways and the like and is not suitable for weir ponds. The structure of the weir pond is more random, and the artificial treatment is less compared with the pond, and the weir pond is mainly distributed in agricultural areas, and the soil property, the temperature and the weather are different. In conclusion, the current dredging efficiency is low, and the practicability is not high.

SUMMERY OF THE UTILITY MODEL

The utility model aims at solving the defects existing in the prior art, and providing a moving and static spiral diversion energy-activated dredging treatment system suitable for a weir pond.

In order to achieve the above purpose, the utility model adopts the following technical scheme: be suitable for sound formula spiral diversion energy-activated desilting processing system of weir pond, including the resistance to compression casing of back taper structure, the bottom of resistance to compression casing is provided with logical silt hole, through lead to the silt hole and make the inboard silt of resistance to compression casing fall into the case of breaing up that is located resistance to compression casing bottom, the lower part of breaing up the case is the back taper structure, just the bottom of breaing up the case is provided with first desilting pipe, from left to right vacuum motor pump, filter equipment and ponding collection device have set gradually on the first desilting pipe, just the vacuum motor pump passes through second desilting pipe and first desilting pipe intercommunication, the top of vacuum motor pump is provided with the silt exit end.

As a further description of the above technical solution:

the inboard symmetry of resistance to compression casing is provided with the liftable inlet tube, the liftable inlet tube passes through the inner wall connection of first mount and resistance to compression casing, the bottom of liftable inlet tube is connected with helical structure's aqueduct, the bottom of aqueduct extends to the below that leads to the silt hole.

As a further description of the above technical solution:

The pressure-resistant shell is of a plastic structure, and the inner part of the water guide pipe is of a spiral structure.

As a further description of the above technical solution:

Break up the inboard upper portion of case and be provided with driving motor, driving motor is located through the silt hole under, just driving motor passes through the second mount and breaks up the interior wall connection of case, driving motor's bottom is connected with the broken impeller of low angle through the transmission shaft.

As a further description of the above technical solution:

First desilting pipe and second desilting pipe are the PE material, first desilting pipe just is close to and breaks up case department and is provided with first control valve, be provided with the second control valve on the second desilting pipe.

as a further description of the above technical solution:

The liftable inlet tube is double-deck flexible pipe, the bottom of liftable inlet tube is provided with small-size water pump, small-size water pump and the inboard intercommunication of liftable inlet tube, the top of liftable inlet tube is provided with the liquid inductor.

As a further description of the above technical solution:

The pressure-resistant shell is embedded at the bottom of the weir, and the top of the cofferdam at the side edge of the top of the pressure-resistant shell is flush with the bottom of the weir.

As a further description of the above technical solution:

One side of the first dredging pipe, which is far away from the scattering box, penetrates through the weir and extends to the outer side of the weir.

The utility model discloses in, gravitational potential energy through utilizing weir pond upper strata water strikes lower floor's silt, make the ware get into through the silt hole fast and break up the case, and then discharge, realize the high-efficient utilization of energy, the inside of whole aqueduct presents the heliciform, increase power when making the rivers pass through, the increase impact force when upper strata water gets into the bottom, and two spiral pipes present the annular, be convenient for bottom water presents the annular flow, do benefit to the roll silt and move along with the water, be convenient for form the swirl fast at the in-process that the silt flows, improve the desilting effect, the pipeline intercommunication filter equipment of bottom, whole filter equipment adopts the terraced fields type of original ecology nature to filter, make the silt deposit in the farmland, and water then gets into lower floor's cistern through the terraced fields, realize the reutilization to silt.

Drawings

FIG. 1 is a schematic view of a dynamic and static spiral water diversion energy-activated dredging treatment system suitable for a weir pond provided by the utility model;

FIG. 2 is a side view of the pressure resistant housing in the dynamic and static spiral diversion energy dredging treatment system for the weir dam of the present invention;

FIG. 3 is a schematic structural view of a breaking-up tank in the dynamic and static spiral water diversion energy-activated dredging treatment system suitable for the weir pond of the present invention;

fig. 4 is the utility model provides a be suitable for the structure sketch map of liftable inlet tube among the sound formula spiral diversion energy desilting processing system of weir pond.

Illustration of the drawings:

1. A compression resistant housing; 101. the water inlet pipe can be lifted; 102. a first fixing frame; 103. a water conduit; 104. a small-sized water pump; 105. a liquid sensor; 2. dredging a silt hole; 3. breaking up the box; 301. a drive motor; 302. a second fixing frame; 303. a low angle crushing impeller; 4. a first dredging pipe; 5. a vacuum electric pump; 6. a filtration device; 7. a ponding collection device; 8. a second dredging pipe; 9. a sludge outlet end; 10. a first control valve; 11. a second control valve.

Detailed Description

the technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention; the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance; furthermore, unless expressly stated or limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, as they may be fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.

Referring to fig. 1-4, be suitable for sound formula spiral diversion energy-activated desilting processing system of weir pond, including the resistance to compression casing 1 of back taper structure, the bottom of resistance to compression casing 1 is provided with leads to silt hole 2, make the inboard silt of resistance to compression casing 1 fall into the break-up tank 3 that is located resistance to compression casing 1 bottom through leading to silt hole 2, the lower part of break-up tank 3 is the back taper structure, and the bottom of breaking up tank 3 is provided with first desilting pipe 4, vacuum motor pump 5, filter equipment 6 and ponding collection device 7 have from left to right set gradually on first desilting pipe 4, and vacuum motor pump 5 communicates with first desilting pipe 4 through second desilting pipe 8, the top of vacuum motor pump 5 is provided with silt exit end 9.

In addition, liftable water inlet pipes 101 are symmetrically arranged on the inner side of the pressure-resistant shell 1, the liftable water inlet pipes 101 are connected with the inner wall of the pressure-resistant shell 1 through first fixing frames 102, the bottoms of the liftable water inlet pipes 101 are connected with water guide pipes 103 with spiral structures, the bottom ends of the water guide pipes 103 extend to the lower parts of the silt through holes 2 and are used for introducing high water flow into the silt through holes 2 to impact silt at the bottoms and scattering hard silt to be convenient to clean; the pressure-resistant shell 1 is of a plastic structure, so that the structure is convenient, the cost is reduced, the inner part of the water guide pipe 103 is of a spiral structure, the latest vinyl pipe is adopted, and the gravitational potential energy of the upper layer water is utilized and converted into the energy impacting the lower layer sludge, so that the dredging effect is improved; the upper part of the inner side of the scattering box 3 is provided with a driving motor 301, the driving motor 301 is positioned right below the silt through hole 2, the driving motor 301 is connected with the inner wall of the scattering box 3 through a second fixing frame 302, the bottom end of the driving motor 301 is connected with a low-angle crushing impeller 303 through a transmission shaft, larger particles are prevented from blocking the first dredging pipe 4, larger and harder silt is scattered, and pipeline transportation is facilitated; the first dredging pipe 4 and the second dredging pipe 8 are made of PE materials, a first control valve 10 is arranged at the position, close to the scattering box 3, of the first dredging pipe 4, and a second control valve 11 is arranged on the second dredging pipe 8 and used for controlling the dredging speed and the working of the early-stage vacuum electric pump 5; the liftable water inlet pipe 101 is a double-layer telescopic pipe, the bottom of the liftable water inlet pipe 101 is provided with a small water pump 104, the small water pump 104 is communicated with the inner side of the liftable water inlet pipe 101, the top of the liftable water inlet pipe 101 is provided with a liquid sensor 105, and the liftable water inlet pipe 101 is contracted and extended by water injection or water absorption of the small water pump 104, so that sufficient water inlet is ensured; the pressure-resistant shell 1 is embedded at the bottom of the weir, and the top of the cofferdam at the side edge of the top of the pressure-resistant shell 1 is flush with the bottom of the weir, so that sludge can be conveniently cleaned; one side of the first dredging pipe 4, which is far away from the scattering box 3, runs through the weir pond and extends to the outer side of the weir pond, so that the sludge of the weir pond is discharged out of the weir pond, and then the dredging work is completed.

In addition, a layer of spiral plastic film which is not easy to degrade and has certain hardness can be laid on the surface of the weir pond to form a cone shape, so that sludge can be conveniently gathered towards the middle, and the weir pond is convenient to clean.

The working principle is as follows: during the desilting, open first control valve 10, silt gets into the break-up tank 3 along the inner wall of resistance to compression casing 1 through silt hole 2 this moment, if silt is difficult to flow then can open second control valve 11, start vacuum motor pump 5, produce suction through second desilting pipe 8 and first desilting pipe 4 to break-up tank 3, supplementary silt flows, when silt gets into break-up tank 3, driving motor 301 work, drive the broken impeller 303 of low angle and rotate, carry out the breakage to great cubic silt in the silt, rivers in liftable inlet tube 101 and the aqueduct 103 impact silt simultaneously and get into break-up tank 3 this moment, silt and water after breaking up get into ponding collection device 7 through filter equipment 6 on first desilting pipe 4, filter equipment 6 filters great impurity, after the water washing in ponding collection device 7 again, accomplish the clearance recovery of silt.

finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications and variations can be made in the embodiments or in part of the technical features of the embodiments without departing from the spirit and the scope of the invention.

Claims

1. Be suitable for sound formula spiral diversion of weir pond to arouse ability desilting processing system, including resistance to compression casing (1) of back taper structure, its characterized in that: the bottom of resistance to compression casing (1) is provided with leads to silt hole (2), through lead to silt hole (2) and make the inboard silt of resistance to compression casing (1) fall into the case (3) of breaing up that is located resistance to compression casing (1) bottom, the lower part of breaing up case (3) is the back taper structure, just the bottom of breaing up case (3) is provided with first desilting pipe (4), from left to right vacuum electric pump (5), filter equipment (6) and ponding collection device (7) have set gradually on first desilting pipe (4), just vacuum electric pump (5) are through second desilting pipe (8) and first desilting pipe (4) intercommunication, the top of vacuum electric pump (5) is provided with silt exit end (9).

2. The dynamic and static spiral diversion energy dredging treatment system for the weir pond of claim 1, wherein: the inboard symmetry of resistance to compression casing (1) is provided with liftable inlet tube (101), liftable inlet tube (101) are through the interior wall connection of first mount (102) and resistance to compression casing (1), the bottom of liftable inlet tube (101) is connected with helical structure's aqueduct (103), the bottom of aqueduct (103) extends to the below that leads to silt hole (2).

3. The dynamic and static spiral diversion energy dredging treatment system for the weir pond of claim 2, wherein: the pressure-resistant shell (1) is of a plastic structure, and the inner part of the water guide pipe (103) is of a spiral structure.

4. The dynamic and static spiral diversion energy dredging treatment system for the weir pond of claim 1, wherein: break up inboard upper portion of case (3) and be provided with driving motor (301), driving motor (301) are located through silt hole (2) under, just driving motor (301) are connected with the inner wall of breaking up case (3) through second mount (302), the bottom of driving motor (301) is connected with low angle broken impeller (303) through the transmission shaft.

5. The dynamic and static spiral diversion energy dredging treatment system for the weir pond of claim 1, wherein: first desilting pipe (4) and second desilting pipe (8) are the PE material, first desilting pipe (4) and be close to and break up case (3) department and be provided with first control valve (10), be provided with second control valve (11) on second desilting pipe (8).

6. The dynamic and static spiral diversion energy dredging treatment system for the weir pond of claim 2, wherein: liftable inlet tube (101) are double-deck flexible pipe, the bottom of liftable inlet tube (101) is provided with small-size water pump (104), small-size water pump (104) and the inboard intercommunication of liftable inlet tube (101), the top of liftable inlet tube (101) is provided with liquid inductor (105).

7. The dynamic and static spiral diversion energy dredging treatment system for the weir pond of claim 1, wherein: the pressure-resistant shell (1) is embedded at the bottom of the weir, and the top of the cofferdam at the side edge of the top of the pressure-resistant shell (1) is flush with the bottom of the weir.

8. the dynamic and static spiral diversion energy dredging treatment system for the weir pond of claim 1, wherein: one side of the first dredging pipe (4) far away from the scattering box (3) penetrates through the weir and extends to the outer side of the weir.