CN207685889U - A kind of latent mud rolling suction desilting system - Google Patents
A kind of latent mud rolling suction desilting system Download PDFInfo
- Publication number
- CN207685889U CN207685889U CN201721715316.4U CN201721715316U CN207685889U CN 207685889 U CN207685889 U CN 207685889U CN 201721715316 U CN201721715316 U CN 201721715316U CN 207685889 U CN207685889 U CN 207685889U
- Authority
- CN
- China
- Prior art keywords
- dredging tube
- running gear
- mud
- dredging
- vacuum pump
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Cleaning In General (AREA)
Abstract
The utility model discloses a kind of latent mud to roll suction desilting system, including running gear and the power plant area being arranged on running gear, driver's cabin, vacuum pump, storage mud groove, dredging tube, dredging tube is arranged horizontally in the lower section of running gear direction of advance, it is communicated to by sludge pipe on the vacuum pump being arranged on running gear, vacuum pump is communicated by dredging tube with the storage mud groove being arranged on running gear, and the hydraulic manipulator for adjusting dredging tube height and angle is connected on dredging tube；Along running gear direction of advance, dredging tube is open there are one into mud, it is in " C " shape pipe to make dredging tube, there is round sealed baffle at dredging tube both ends, rotatable roll shaft is mounted between the round sealed baffle at dredging tube both ends, multiple hack knife combination orders is installed on roll shaft, multiple knives that break ground are welded on the outside of dredging tube, the blade for the knife that breaks ground is directed toward running gear direction of advance.The mud of removing is transported in time in desilting system device walking process, and makes the original position slump of germ plasm resource layer, protects germ plasm resource ecological environment.
Description
Technical field
The utility model belongs to a kind of ecological dredging system, is suitable for water environment comprehensive treatment, especially dredging is needed to drop
The latent mud rolling suction of lake region water environment comprehensive treatment containing a large amount of germ plasm resources in low lakebed elevation but sediments is clear
Silt system.
Background technology
It is well known that every flood season can all have a large amount of silts to enter the lake shallow lake pool, if things go on like this, lakebed elevation with river
It can raise therewith, not only storage capacity is reduced, and periphery dyke elevation also needs to raise, and is not only needed to increase and be invested, while to surrounding enviroment
Many problems can be brought.But conventional dredging method is used, the germ plasm resource contained in sediments, and portion will be destroyed
It is that subenvironment is peculiar to divide germ plasm resource, is of great rarity, and the disturbance to germ plasm resource layer how is reduced during dredging, is destroyed,
It is the fresh target of ecological dredging under the new situation, and the achievement in research at present in terms of dredging under mud is less.
Utility model content
Technical problem to be solved by the utility model is to provide a kind of latent mud to roll suction desilting system, and being that one kind is low disturbs
Dynamic desilting system can clear up its lower sediment deposit by the system under the premise of having substantially no effect on germ plasm resource layer in region.
In order to solve the above-mentioned technical problem, the technical solution adopted in the utility model is：A kind of latent mud rolling suction dredging system
System, including running gear and be arranged on running gear power plant area, driver's cabin, vacuum pump, storage mud groove, dredging tube, inhale
Mud pipe is arranged horizontally in the lower section of running gear direction of advance, and the vacuum being arranged on running gear is communicated to by sludge pipe
On pump, vacuum pump is communicated by dredging tube with the storage mud groove being arranged on running gear, and adjusting is connected on dredging tube and inhales mud
The hydraulic manipulator of pipe height and angle；Along running gear direction of advance, dredging tube is open there are one into mud, makes dredging tube
In " C " shape pipe, there is a round sealed baffle at dredging tube both ends, rotatable roll shaft be mounted on dredging tube both ends round sealed baffle it
Between, multiple hack knife combination orders is installed on roll shaft, multiple knives that break ground, the blade for the knife that breaks ground are welded on the outside of dredging tube
It is directed toward running gear direction of advance.
The dredging tube uses " C " shape steel pipe, front side to be open into mud there are 60 °, the longitudinal pitch of hack knife combination order
30cm is welded on roll shaft, adjacent 60 ° of hack cutter shaft line angular separation on same combination order.
The sludge pipe uses hose, is connect with hydraulic manipulator by pipe fixing clip, forms one.
The running gear is excavator waterborne or dredger.
It is additionally provided with ultra-sonic depth finder on the running gear.
The vacuum pump, storage mud groove, dredging tube, sludge pipe are two sets, two be symmetrically arranged above running gear
Side, two sludge pipes are respectively communicated on dredging tube both ends top.
The utility model has the beneficial effects that：Work surface can be strict controlled under plasm resource protection layer, be avoided pair
The destruction of germ plasm resource, while transporting the mud of removing in time in desilting system device walking process, and make germ plasm resource
Layer slump in situ, protects germ plasm resource ecological environment.
Description of the drawings
Fig. 1 is the structural schematic diagram that the latent mud of the utility model rolls suction desilting system.
Fig. 2 is the top plan view that the latent mud of the utility model rolls suction desilting system.
Fig. 3 is the A-A sectional views of Fig. 2.
Fig. 4 is the B-B sectional views of Fig. 2.
Fig. 5 is the C-C sectional views of Fig. 1.
Fig. 6 is the D-D sectional views of Fig. 1.
Fig. 7 is the E-E sectional views of Fig. 1.
Fig. 8 is that dredging prepares figure (dividing dredging work band).
Fig. 9 is that system starts schematic diagram.
Figure 10 is layering dredging course of work schematic diagram (first time work layer).
Figure 11 is layering dredging course of work schematic diagram (second of work layer).
In figure：
1 --- running gear (excavator or dredger waterborne)；
2 --- storage mud groove；
3 --- dredging tube；
4 --- vacuum pump；
5 --- hydraulic manipulator；
6 --- mechanical arm connected unit；
7 --- sludge pipe；
8 --- dredging tube；
9 --- break ground knife；
10 --- pipe fixing clip；
11 --- roll shaft；
12 --- hack knife combination order；
13 --- closed guard；
14 --- driver's cabin；
15 --- power plant area.
Specific implementation mode
The utility model is described in further detail with reference to the accompanying drawings and detailed description：
As shown in figs. 1-7, the latent mud of the utility model rolls suction desilting system, including running gear 1 and setting are being walked
Power plant area 15, driver's cabin 14, vacuum pump 4, storage mud groove 2 on device, dredging tube 8, dredging tube 8 are arranged horizontally in walking dress
The lower section for setting 1 direction of advance is communicated to by sludge pipe 7 on the vacuum pump 4 being arranged on running gear, and vacuum pump 4 passes through
Dredging tube 3 is communicated with the storage mud groove 2 being arranged on running gear, is connected on dredging tube 8 and is adjusted 8 height of dredging tube and angle
The hydraulic manipulator 5 of degree；Along running gear direction of advance, dredging tube 8 is open there are one into mud, and it is in " C " shape to make dredging tube 8
Pipe, 8 both ends of dredging tube have round sealed baffle 13, rotatable roll shaft 11 to be mounted on the round sealed baffle 13 at 8 both ends of dredging tube
Between, multiple hack knife combination orders 12 is installed on roll shaft 11, multiple knives 9 that break ground is welded in 8 outside of dredging tube, breaks ground
The blade of knife 9 is directed toward running gear direction of advance.
The dredging tube 8 uses " C " shape steel pipe, front side to be open into mud there are 60 °, between the longitudinal direction of hack knife combination order 12
It away from 30cm, is welded on roll shaft, adjacent 60 ° of hack cutter shaft line angular separation on same combination order.
The sludge pipe 7 uses hose, is connect with hydraulic manipulator 5 by pipe fixing clip 10, forms one.
The running gear 1 is excavator waterborne or dredger.
It is additionally provided with ultra-sonic depth finder on the running gear 1.
The vacuum pump 4, storage mud groove 2, dredging tube 3, sludge pipe 7 are two sets, are symmetrically arranged above running gear
Both sides, two sludge pipes are respectively communicated on dredging tube both ends top.
The dredging method of above-mentioned latent mud rolling suction desilting system, includes the following steps：
(1) suction Accrete clearing device working face is rolled as foundation using latent mud, work band is divided along regional boundary line；
(2) according to Germplasm Resource Investigation as a result, determining plasm resource protection layer thickness in region；
(3) according to non-polluting siltation bed mud dredging result of calculation, dredging thickness in region is determined；
(4) latent mud rolling suction Accrete clearing device is travelled to dredging region, passes through the supersonic sounding being equipped on running gear
Instrument mensuration region bottom depth, precision can be controlled in ± 2.5cm, and determination data is transmitted to bridge control console；
(5) according to depth is measured, start mud rolling of diving and inhale desilting system, and adjust hydraulic manipulator simultaneously, vertical cutter
Make face, until being placed exactly under protective layer at the top of dredging tube, adjust hydraulic manipulator again, makes dredging tube into mud opening direction
Dredging work tape travel direction；
(6) vacuum pump is opened, travels running gear along dredging region, and according to the knife that breaks ground, hack knife combination order and spoil disposal
System working efficiency is regulated the speed, and the plasm resource protection layer sediment in-situ Natural care in top that work after cleaning is made；
(7) (5), the work of (6) step are repeated, until the removing of non-polluting siltation sediment layer finishes；
(8) after mud is loaded in storage mud groove, you can send the bed mud dress hopper ship of excavation to concentration trans-shipment point, then by certainly
Automobile Transportation is unloaded to specified sludge handling place.
The utility model dredging tube is arranged in system bottom, is sludge pipe, hydraulic manipulator perpendicular to dredging tube both sides, inhales
Mud pipe constitutes general frame with sludge pipe, hydraulic manipulator, and sludge pipe is connect by pipe fixing clip with hydraulic manipulator, spoil disposal
Pipe upper end connects vacuum pump, and dredging tube directly arranges the mud of sucking in the storage mud groove on running gear.Dredging tube uses steel pipe,
Both ends have round sealed baffle, front side to be open into mud there are 60 °, are welded with the knife that breaks ground on the outside of dredging tube, the blade for the knife that breaks ground
It is directed toward running gear direction of advance, serves during dredging and breaks ground.Roll shaft is mounted on baffle closed at both ends on the inside of dredging tube
On, it can be rolled during advancing, hack knife combination order be welded on roll shaft, for being further crushed from coming in into mud opening
Mud facilitates vacuum pump to be aspirated, hack knife combination order longitudinal pitch 30cm, adjacent 60 ° of hack cutter shaft line angular separation.It is broken
Under native knife and the cooperation of hack knife combination order, the higher mud of solid content is able to can smoothly enter into dredging tube under plasm resource protection layer,
And the storage mud groove on running gear is discharged by vacuum pumping.During traveling, dredging tube is on the one hand in the work of knife that breaks ground
With the lower performance effect of breaking ground, system advance resistance is reduced, it is another on the one hand by playing mud effect of inhaling into mud opening and vacuum pump
Aspect also plays the role of protective cover on front side of dredging tube simultaneously, while making the non-polluting siltation bed mud in system removing lower part, top
The germ plasm resource contained in bed mud is not destroyed and shifts.Dredging tube, sludge pipe, hydraulic manipulator form general frame, by row
Walking apparatus, which drives, to move ahead, and ensure that the stability of equilibrium of sludge drainage system during advancing.Sludge pipe uses hose, and passes through pipeline
Fixing card is connected as one with mechanical arm.Dredging tube, sludge pipe, hydraulic manipulator general frame pass through hydraulic manipulator adjustment angle
On the one hand on the other hand degree and height, convenient for layering, slitting band dredging, can be also ensured with up and down adjustment face height and are
System has certain flexibility.
Arrow in Fig. 5, Fig. 7 indicates the sucking direction of mud, and 6 be mechanical arm connected unit.
Specific implementation mode：(1) as shown in figure 8, Accrete clearing device working face B is isolated as foundation, along regional boundary line using surface layer
Work band is divided, just quasi- bandwidth of operation degree is 3m；(2) according to Germplasm Resource Investigation as a result, determining that germ plasm resource is protected in one's respective area
Covering thickness, just quasi- thickness is 1m；(3) according to non-polluting siltation bed mud dredging result of calculation, dredging thickness in one's respective area is determined,
Just quasi- thickness is 1m；(4) latent mud is rolled suction Accrete clearing device to travel to dredging edges of regions, passes through the ultrasound being equipped on running gear
Wave sounding instrument mensuration region bottom depth, precision can be controlled in ± 2.5cm, and determination data is transmitted to bridge control console；(5) such as
Shown in Fig. 9, according to depth is measured, starts mud rolling of diving and inhale desilting system, vertical face preparation, and adjust hydraulic machinery simultaneously
Arm adjusts hydraulic manipulator again until being placed exactly under protective layer at the top of dredging tube, makes dredging tube into mud opening towards clearly
Silt work tape travel direction, each dredging thickness of dredging tube just intend 0.5m；(6) as shown in Figure 10, it travels and drives a vehicle along dredging region
Device, and regulated the speed according to the knife that breaks ground, hack knife combination order and sludge drainage system working efficiency, it works with top after making cleaning
Plasm resource protection layer sediment in-situ Natural care in；(7) as shown in figure 11, (5), the work of (6) step are repeated once, non-polluting siltation
Sediment layer removing finishes；(8) after mud is loaded in storage mud groove, you can the bed mud dress hopper ship of excavation is sent to concentration trans-shipment point,
It is transported again to specified sludge handling place by dump truck.
Embodiment described above is merely to illustrate the technological thought and feature of the utility model, and its object is to make ability
Technical staff in domain only cannot limit this practicality it will be appreciated that the content of the utility model and implement according to this with the present embodiment
Novel the scope of the claims, i.e., same changes or modifications made by the revealed spirit of all the utility model, still fall this practicality newly
In the scope of the claims of type.
Claims (6)
1. a kind of latent mud rolls suction desilting system, including running gear (1) and the power plant area that is arranged on running gear
(15), driver's cabin (14), vacuum pump (4), storage mud groove (2), dredging tube (8), which is characterized in that dredging tube (8) is arranged horizontally in
The lower section of running gear (1) direction of advance, is communicated to by sludge pipe (7) on the vacuum pump being arranged on running gear (4),
Vacuum pump (4) is communicated by dredging tube (3) with the storage mud groove (2) being arranged on running gear, and dredging tube is connected with tune on (8)
Save dredging tube (8) highly with the hydraulic manipulator of angle (5)；Along running gear direction of advance, dredging tube (8) there are one into
Mud is open, and it is in " C " shape pipe to make dredging tube (8), and there are round sealed baffle (13), rotatable roll shaft (11) peace in dredging tube (8) both ends
Between the round sealed baffle (13) at dredging tube (8) both ends, multiple hack knife combination orders is installed on roll shaft (11)
(12), multiple knives that break ground (9) are welded on the outside of dredging tube (8), the blade of the knife that breaks ground (9) is directed toward running gear direction of advance.
2. mud of diving according to claim 1 rolls suction desilting system, which is characterized in that the dredging tube (8) uses " C " shape steel
Pipe, front side are open there are 60 ° into mud, and the longitudinal pitch 30cm of hack knife combination order (12) is welded on roll shaft, same combination
Adjacent 60 ° of hack cutter shaft line angular separation on disk.
3. mud of diving according to claim 1 rolls suction desilting system, which is characterized in that the sludge pipe (7) uses hose, leads to
Piping fixing card (10) is connect with hydraulic manipulator (5), forms one.
4. mud of diving according to claim 1 rolls suction desilting system, which is characterized in that the running gear (1) is digging waterborne
Pick machine or dredger.
5. mud of diving according to claim 1 rolls suction desilting system, which is characterized in that also set on the running gear (1)
It is equipped with ultra-sonic depth finder.
6. rolling suction desilting system according to any one of the claim 1-5 latent mud, which is characterized in that the vacuum pump (4), storage
Mud groove (2), dredging tube (3), sludge pipe (7) are two sets, are symmetrically arranged at the both sides of running gear (1) above, two rows
Mud pipe (7) is respectively communicated on dredging tube (8) both ends top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721715316.4U CN207685889U (en) | 2017-12-11 | 2017-12-11 | A kind of latent mud rolling suction desilting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721715316.4U CN207685889U (en) | 2017-12-11 | 2017-12-11 | A kind of latent mud rolling suction desilting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207685889U true CN207685889U (en) | 2018-08-03 |
Family
ID=62997221
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721715316.4U Active CN207685889U (en) | 2017-12-11 | 2017-12-11 | A kind of latent mud rolling suction desilting system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207685889U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107882093A (en) * | 2017-12-11 | 2018-04-06 | 中国电建集团北京勘测设计研究院有限公司 | A kind of latent mud rolling suction desilting system and its dredging method |
-
2017
- 2017-12-11 CN CN201721715316.4U patent/CN207685889U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107882093A (en) * | 2017-12-11 | 2018-04-06 | 中国电建集团北京勘测设计研究院有限公司 | A kind of latent mud rolling suction desilting system and its dredging method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104846787B (en) | Construction method for carrying out sand-blowing sea-filling land-making in shallow sea area by using cutter suction dredger | |
| CN107761670A (en) | Stockyard dischargeable capacity method for optimally controlling based on the control of dredged mud original state | |
| CN107447800A (en) | A kind of ephemeral stream polluted bed mud accurately controls dredging method | |
| CN207685889U (en) | A kind of latent mud rolling suction desilting system | |
| US20180266072A1 (en) | Methods and Systems for Dredging | |
| CN105951908B (en) | Wharf apron is deepened by dredging device | |
| CN105926697B (en) | Waterway dredging device and its process for treating sludge | |
| CN204940393U (en) | A kind of amphibious shovel loader | |
| CN101229951B (en) | Bottom soft vacuum method for pumping surface water of sullage yard | |
| CN207685890U (en) | A kind of diving flat push type desilting system | |
| CN107882093A (en) | A kind of latent mud rolling suction desilting system and its dredging method | |
| Van Impe et al. | Underwater vacuum consolidation of dredged silt–a case history | |
| US20140246385A1 (en) | Enhanced dewatering of slurries | |
| US2615307A (en) | Method of consolidating soils | |
| CN107804433A (en) | Ice working ship is dug in a kind of navigation channel | |
| CN100582382C (en) | Process for constructing quickly consolidated temperory horizontal platform by picking clay of lake bottom | |
| CN107313474A (en) | Riverway sludge clears up system and method for cleaning | |
| JP2018040187A (en) | Dredging device | |
| SU1377328A1 (en) | Method of constructing drainage | |
| CA2742041A1 (en) | Enhanced dewatering of slurries | |
| CN107816074A (en) | One kind diving flat push type desilting system and its dredging method | |
| JPH0427337B2 (en) | ||
| CN206829221U (en) | Excavate bucket in a kind of triangle gutter | |
| CN108086382A (en) | A kind of environment-protective desilting construction technology and system | |
| CN206129319U (en) | A ditch of passing by on one's way for secret capital construction mine |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |