CN104213536A - Port aeration type dredging structure for ports and dredging method - Google Patents
Port aeration type dredging structure for ports and dredging method Download PDFInfo
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- CN104213536A CN104213536A CN201410477386.5A CN201410477386A CN104213536A CN 104213536 A CN104213536 A CN 104213536A CN 201410477386 A CN201410477386 A CN 201410477386A CN 104213536 A CN104213536 A CN 104213536A
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- 238000000034 method Methods 0.000 title claims abstract description 31
- 238000005273 aeration Methods 0.000 title claims abstract description 21
- 238000003860 storage Methods 0.000 claims abstract description 53
- 238000007664 blowing Methods 0.000 claims abstract description 20
- 238000007789 sealing Methods 0.000 claims description 42
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 29
- 229910000831 Steel Inorganic materials 0.000 claims description 20
- 239000010959 steel Substances 0.000 claims description 20
- 238000000605 extraction Methods 0.000 claims description 9
- 239000007858 starting material Substances 0.000 claims description 8
- 239000013535 sea water Substances 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 17
- 230000008569 process Effects 0.000 abstract description 16
- 239000010802 sludge Substances 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 6
- 230000009286 beneficial effect Effects 0.000 abstract 1
- 230000000149 penetrating effect Effects 0.000 abstract 1
- 230000009189 diving Effects 0.000 description 19
- 239000007789 gas Substances 0.000 description 10
- 239000002893 slag Substances 0.000 description 9
- 239000002002 slurry Substances 0.000 description 9
- 230000007704 transition Effects 0.000 description 6
- 238000004080 punching Methods 0.000 description 5
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 4
- 235000017491 Bambusa tulda Nutrition 0.000 description 4
- 241001330002 Bambuseae Species 0.000 description 4
- 241000628997 Flos Species 0.000 description 4
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 4
- 239000011425 bamboo Substances 0.000 description 4
- 238000004140 cleaning Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 238000005070 sampling Methods 0.000 description 3
- 239000000243 solution Substances 0.000 description 3
- 230000000903 blocking effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000007726 management method Methods 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
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- 241000196324 Embryophyta Species 0.000 description 1
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- 238000002360 preparation method Methods 0.000 description 1
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- 238000012857 repacking Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
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- Treatment Of Sludge (AREA)
Abstract
The invention discloses a port aeration type dredging structure which comprises a port main body. The port aeration type dredging structure is characterized in that a mud storage tank is arranged at the bottom of the edge of the port main body, a plurality of blowing pipelines and a plurality of mud suction pipelines are arranged inside the port main body in a penetrating manner, one end of each of the blowing pipelines and the mud suction pipelines extends to a position above the port main body and the other end of each of the corresponding blowing pipelines and the corresponding mud suction pipelines is communicated to the plane of the bottom end of the mud storage tank. Compared with the prior art, the port aeration type dredging structure has the beneficial effects that (1) the cost is low and a large amount of engineering constructions is not required; (2) the structure disclosed by the invention is simple in process and has no high requirements on construction compared with the prior art that needs multiple procedures; (3) the treatment effect is good, the dredging structure disclosed by the invention directly seals sludge and defines the sludge at a fixed area without being blown away in the blowing process compared with the prior art in which the sludge can be blown away, and thus a purpose of thoroughly removing the sludge is achieved.
Description
Technical field
The invention belongs to Construction at ports field of engineering technology, be specifically related to a kind of harbour aeration type dredging structure and dredging method thereof.
Background technology
In the running at harbour, As time goes on the edge at harbour, can deposit a large amount of mud, usually mostly be that adopting dredge boat and rake to inhale ship removes mud, but it both can not be clean by silt displacement to the cleaning of these mud.
The Chinese invention patent being CN103806484A (day for announcing is on 05 21st, 2014) as a publication number discloses: air-lift unit underwater desilting construction, step is as follows: (a) deposit exploration classification: survey the deposit in desilting region, first diver's method of manually diving under water is adopted to survey, deposit in region is classified and record, record content includes: deposit amount, deposit kind, deposit particle size range etc., obtain deposit exploration record sheet; Then gamma-rays Density Measuring Instrument and relevant plant and instrument are carried on exploration vessel, related equipment is connected with gamma-rays density; After having connected, go deep in water, pointwise is measured downwards, surveys the maximum desilting degree of depth, and the pressure of water-bed each point etc. are record also; B () desilting system designs: first determine desilting equipment, include: shipwreck, collection slag ship, air-lift unit desilting supervisor, compressed air conveying pipeline, compressed air control distributing valve, compressed air reservoir, air compressor machine, diving air feed air compressor machine, Multi-stage high-pressure water pump, giant, compressed air mixed flow case, crane gear; Then in conjunction with deposit exploration record sheet, determine the model of desilting equipment, bore etc., and design desilting equipment installation drawing, obtain preliminary desilting system; C () desilting system is processed: organizational project management, relevant person in charge etc. to discuss processing for preliminary desilting system, to the desilting system that impropriety adjustment is improved; (d) preparation of construction: constructor is familiar with drawing and construction requirement; Relevant person in charge carries out tissue according to the constructor in Design of Construction Organization, construction equipment and material etc. to be dispatched; Organize desilting equipment to maintain, keep in repair, rent with etc. work, prepare for engineering implements to carry out sufficient material smoothly; Construction equipment to be transported on shipwreck and to build operation platform on shipwreck; Reconnoitre record sheet according to deposit, repacking is carried out to collection slag ship and arranges, accomplish that collecting slag ship structure meets the requirement storing and transport deposit; E () desilting supervisor install: according to engineering design requirements, selects suitable desilting supervisor, and desilting supervisor upper end is floss hole, and lower end is for inhaling silt mouth; The length of desilting supervisor is determined according to the maximum desilting depth of water and floss hole position, and desilting supervisor bore is determined according to the maximum particle diameter of deposit; Then carry out perforate operation to desilting supervisor tube wall, this hole is steam vent, and position of opening is located at the suction silt mouth end of desilting supervisor, the discharge capacity of the bore that steam vent aperture and quantity are responsible for according to desilting and air compressor machine and determining, and steam vent is evenly arranged along tube wall surrounding; After tube wall perforate terminates, mixed flow case is welded to the outside at supervisor perforate position by fixed connecting piece, therefore forms mixed flow room between mixed flow case and tube wall; Simultaneously according to engineering design requirements, mixed flow case is arranged the interface of respective numbers, and interface, for connecting supply air line, is deposited in after installation on operation platform; F () air supply system is assembled: air supply system includes: compressed air conveying pipeline, compressed air control distributing valve, compressed air reservoir and air compressor machine, are deposited in by air supply system on operation platform; Adopt air compressor machine to generate compressed air, the bore that the capacity of air compressor machine is responsible for according to desilting and determining, the supply gas pressure of air compressor machine is determined according to the depth of water: bore is at the desilting pipe of 200 ~ 250mm, and the capacity of supporting air compressor machine is at 6 ~ 10M3/min; Bore is responsible for the capacity of supporting air compressor machine at 12 ~ 20M3/min in the desilting of 250 ~ 300mm; Bore is responsible for the capacity of supporting air compressor machine at 60 ~ 100M3/min in the desilting of 300 ~ 500mm; The supply gas pressure of air compressor machine is at 0.7 ~ 1.5Mpa; The compressed air delivery pipe of air compressor machine connects compressed air reservoir, compressed air reservoir upper outlet place connects compressed air conveying pipeline equally, this air delivery pipe is supply air line, and installs distributing valve on this supply air line, and distributing valve controls the compressed-air actuated amount of entering; The end of this supply air line is connected to the interface of mixed flow case, and the quantity of supply air line is consistent with the interface quantity of mixed flow case; After having connected, first air supply system and desilting be responsible fors by shipwreck and be transported to desilting position, then rely on crane gear by desilting main frame tube to water-bed, inhale silt mouth down and aim at deposit, floss hole aligning collects slag ship and also keeps; G () diving apparatus is assembled: diving apparatus comprises diving air feed air compressor machine and ventilating pipe, and diving air feed air compressor machine is installed on operation platform, and checks to install whether install firm, ventilating pipe communicates with air feed air compressor machine, and ventilating pipe provides air for diver; H () high pressure water system is arranged: high pressure water system comprises giant and Multi-stage high-pressure water pump, and Multi-stage high-pressure water pump is installed on operation platform, and near diving air feed air compressor machine, then checks whether and install firmly; Giant is connected on Multi-stage high-pressure water pump; I () desilting system is tried out: first open air compressor machine and generate compressed air, compressed-air-storing is in compressed air storage tank, Divers puts on diving dress simultaneously, diving dress connects ventilating pipe and erects giant, and diver enters the bottom and also opens diving air feed air compressor machine to desilting position; Then open and control distributing valve, desilting supervisor start to extract deposit, and diver is according to actual desilting situation, signal constructor opens high-pressure hydraulic pump, adopt giant to rush deposit under water to disturb, disturb the punching of situation Reasonable adjustment according to reality punching and disturb position, auxiliary desilting work; Regulate and distribute valve every 5min between trial run period, change air demand, actual desilting situation is fed back to constructor by diver, and constructor checks the working condition of each equipment simultaneously; Between trial run period, constructor records all processes, if each equipment operation condition is good between trial run period, desilting is stablized, then carry out next process, otherwise checks problem place and solve, and after solution, can carry out next process; (j) deposit pump drainage: first open air compressor machine and generate compressed air, compressed-air-storing is in compressed air storage tank, Divers puts on diving dress simultaneously, and diving dress connects ventilating pipe and erects giant, and diver enters the bottom and also opens diving air feed air compressor machine to desilting position; Then open and control distributing valve, distributing valve is adjusted to optimal position, and now compressed air enters mixed flow room through supply air line; Compressed air enters in desilting supervisor through steam vent after the indoor extruding of mixed flow, and because compressed air pressure is greater than atmospheric pressure, the compressed air in desilting supervisor rises gradually; In uphill process, form negative pressure in desilting supervisor, the deposit bottom desilting system enters with current to be inhaled silt mouth and is promoted to floss hole gradually, finally arrives in collection slag ship, simultaneously according to diver's feedack, by crane gear Reasonable adjustment desilting supervisor position; Diver is according to actual desilting situation, and signal constructor opens high-pressure hydraulic pump, adopts giant to rush deposit under water and disturbs, and disturbs the punching of situation Reasonable adjustment and disturbs position, auxiliary desilting work according to reality punching; In desilting process, if there is blocking, the method that taking holds one's breath reopens eliminates blocking; After desilting completes in region, close each equipment, by crane gear and shipwreck, desilting system is moved to non-desilting region, then repeat above-mentioned desilting process until complete the desilting work in works limit; (k) sludge treatment: in desilting work process, deposit on collection slag ship increases gradually, when the weight of deposit reach collection slag ship specified bear weight time, first dredging operation is stopped, again collection slag shipping is delivered to the sludge treatment point of specifying to topple over, then get back to desilting place and work on; So move in circles until complete the desilting work in works limit; (l) Survey control: 1. set up SURVEYING CONTROL NETWORK: consider according to combined factors such as design road general layout plan and job site geographical environment etc., the stake of Reasonable Arrangement Survey control; Again according to coordinate, vertical control point that Construction unit provides after control stake cloth is good, by the coordinate of the polygon control survey point of laying, height measurement out, through check errorless after just formed and complete directly can instruct coordinate, the vertical control network system of measuring construction, and form writing record; 2. control point is surveyed and is established: first project management department checks Survey control point, the bench mark provided according to design department again carries out the encryption of construction temporary bench mark, temporary bench mark is arranged at the scope of application and check temporary bench mark whether more stable and stronger outward, and construction period checked it every three months; Every three months repetition measurement is once in work progress for on-the-spot, the horizontal control point that uses and vertical control point; M () desilting basal plane is measured and is checked and accepted: the examination mode adopting bamboo pole sampling, and first bamboo pole is deep to the bottom, bamboo pole bottom has deposit to enter, and then this bamboo pole is opened at scene, if immobilising deposit is no more than 300mm, is then considered as acceptance(check); Otherwise be encrypted detection to this sample position, underproof position carries out secondary desilting until acceptance(check); Field sampling is undertaken by every 10m section, each section 3 points; And check and acceptance result is reported supervising engineer, complete this acceptance on examination.
Above-mentioned application is the prior art closest to the application, it is entered by diver and water-bed open air feed air compressor machine and to rush under water deposit to desilting position and disturb, punching arrives in collection slag ship by slush pump conveying after disturbing, relend and help crane gear and shipwreck desilting system to be moved to non-desilting region, then repeat above-mentioned desilting process until complete the desilting work in works limit.The drawback of the method is as follows:
(1) preamble needs exploration organizing construction to install, and cost is large, and engineering quantity is loaded down with trivial details;
(2) work is under water all judged by diver, install under water and mobile device very difficult, task difficulty is very large;
(3) when desilting, need the position of continuous adjustment equipment, because mud is under water blown afloat by high-pressure pump, then suck, be at this moment easy to run chaotically by the mud blown afloat, can not clean out completely.
And for example an application publication number is that the Chinese invention patent application of CN102454178A discloses desilting facility and dredging method thereof under a kind of harbour, adopt high-pressure hydraulic pump, diving slurry pump, desilting head, nozzle, it is characterized in that high-pressure hydraulic pump is contained in above diving slurry pump, diving slurry pump lower end connects desilting head, tapered and have suction inlet bottom desilting head, on the top of desilting head, transition water tank is housed, high-pressure hydraulic pump delivery port connects transition water tank inlet by tube connector, transition water tank connects the high-pressure flush water tank being contained in desilting centriciput by tube connector, high-pressure flush water tank has many water pipes vertically to lead to bottom desilting head, nozzle is equipped with in the water pipe lower end led to bottom desilting head, the uniform high-pressure flush nozzle horizontal by 45 ° at high-pressure flush water tank edge, the construction sequence of desilting facility is after desilting facility being placed in earth surfaces by the desilting platform with hanging device, start high-pressure hydraulic pump, carry out vertical and horizontal high pressure to wash by water and break ground, form mud, then start diving slurry pump and carry out suction mud, mud is sucked by desilting head, hopper is drained into by the dredging tube of diving slurry pump, when desilting reaches designated depth, first stop high-pressure hydraulic pump, after stop diving slurry pump, again desilting facility are sling, keep pipeline well, mobile desilting platform arrives next assigned address, repeats above-mentioned construction sequence.
Above-mentioned application is identical with the principle of the application, first mud is broken up by high pressure, form slurry mixture, the mud of mixing is picked up discharge by recycling slush pump, reach the object of desilting, but its weak point is with first section of documents is identical herein, when mud is broken up formation slurry mixture by gases at high pressure, mud is easy to be flushed to other places, and so often dredging effect is not ideal, can not thoroughly by mud eliminating.
Summary of the invention
The present invention is directed to above shortcoming, based on the existing employing gases at high pressure method of solution when removing harbour bottom sludge, mud is easy to be washed away, and causing can not thoroughly by problem clean for silt displacement.Propose a kind of harbour aeration type dredging structure and dredging method thereof.This structure is by rational structure design, and the silt deposited for a long time at harbour is trapped in storage mud groove, and in seal operation, mud when blowing like this, is sucked away in the region that slurry mixture is blocked in sealing, arrives the object that thoroughly removing is clean.
For realizing object of the present invention, the technical solution used in the present invention is:
A kind of harbour aeration type dredging structure, comprise harbour main body, it is characterized in that: be provided with storage mud groove bottom the body rim of described harbour, multiple gassing pipe and multiple extraction mud pipe road are through harbour body interior, both one end extend in above the main body of harbour, and the other end is communicated with at storage mud bottom land transverse plane;
Storage mud groove side dead ahead is laid with track, and track interior is uniform is provided with ball, and sealing plate is clipped in above the ball between track; Described harbour body upper is also provided with motor, is respectively equipped with and is through harbour main body interior conduit one and pipeline two below motor, and described pipeline one exit and sealing plate are in same level height, and pipeline two exit extends to the rear between track; Above described motor, bundle has connection steel wire, and connect steel wire one tunnel and be connected with sealing plate front through pipeline one, another road is connected with sealing plate rear through pipeline two; Pipeline one is all provided with transition pulley with the corner that pipeline two is being connected steel wire.
In addition, put into simultaneously in sealing plate pull-up sealing, holder is had to make it ensure in level in order to ensure sealing below, meanwhile, also inner in order to prevent foreign material from entering storage mud groove, affect dredging operation, also comprise flase floor, described flase floor covers above storage mud groove, and its one end penetrates harbour body interior, and the other end extends to and track end face.
Sealing plate length is greater than track length, can not derail like this in drawing process; In air blowing process, in order to play good effect, blown afloat by mud, the gas outlet of gassing pipe is provided with taper blowing sprayer or is connected with multiple branch's shower nozzle of upwards blowing.
For in sediment movement banking process at ordinary times, in order to prevent silting in orbit, track being blocked, also comprises cover plate, described cover plate lid and in orbit face, the slope be provided with bottom surface, harbour on rear side of cover plate, such silt can not injection inside.
In air blowing process, in order to ensure that the mud stored up above each in mud groove is all eliminated totally, storage mud groove and track junction are ramp structure, and the both sides/of described storage mud groove or ramp structure side/or ramp structure side opposite side are laid with the branching airways be communicated with gassing pipe.Branching airways tilts to install, and storage mud trench bottom is aimed in gas outlet.
A kind of harbour aeration type dredging structure dredging method, is characterized in that, comprise the following steps:
(1) gassing pipe is connected high-pressure pump, extraction mud pipe road connects slush pump, and is connected with receipts mud device by slush pump by pipeline;
(2) the road steel wire connecting sealing plate front pulls forward by starter motor, making sealing plate move forward to harbour body edge along covering above flase floor, making to be blocked above storage mud groove;
(3) high-pressure pump starts to blow to gassing pipe internal clearance, and the mud making to be deposited in storage mud groove is mixed to form mud with water, starts slush pump simultaneously and starts slurry-sucking, is pumped into by the mud in storage mud groove in receipts mud device; Because mud is blocked by sealing plate, therefore only can at storage mud groove internal motion, such mud can not be blown away; Take out mud simultaneously at slush pump, form negative pressure in storage mud groove, outside seawater is entered in storage mud groove by each interstructural assemblage gap and forms mud with also unmixing mud;
(4) constantly repeat step (3), until the mud mud containing rate that receipts mud device receives is close with coastal seawater, stop blowing and taking out mud; Judge that mud mud containing rate is close to coastal seawater sampling this contrast or naked eyes paired observation judgement;
(5) the road steel wire connecting sealing plate rear pulls by starter motor, and sealing plate is retracted original position, continues next time to use.
Compared with prior art, advantage of the present invention is as follows: (1) cost is low, does not need a large amount of engineering constructions; (2) need working procedures relative to prior art, construct loaded down with trivial details, present invention process is simple, not exigent technology of constructing; (3) treatment effect is good, and the problem blown away by mud all can appear in prior art, and mud directly seals by the present invention, and in air blowing process, mud is enclosed in fixing region and can not be blown away, and reaches the object thoroughly removed.
Accompanying drawing explanation
The following accompanying drawing by means of embodiment carries out brief description to the present invention now.In accompanying drawing:
Fig. 1 shows the schematic diagram of harbour of the present invention aeration type dredging structure;
Fig. 2 shows the cross-sectional schematic of harbour of the present invention aeration type dredging structure;
Fig. 3 shows Fig. 2 and enters one and disassemble schematic diagram;
Fig. 4 illustrates harbour of the present invention aeration type dredging structure lateral view of knowing clearly.
In figure: 1, harbour main body, 2, gassing pipe, 3, slush pump, 4, motor, 5, extraction mud pipe road, 6, flase floor, 7, sealing plate, 8, track, 10, connect steel wire, 11, pipeline one, 12, store up mud groove, 13, ball, 15, pipeline two, 16, cover plate, 17, branching airways.
Detailed description of the invention
Below in conjunction with specific embodiment, the present invention is described in detail.Following examples will contribute to those skilled in the art and understand the present invention further, but not limit the present invention in any form.It should be pointed out that to those skilled in the art, without departing from the inventive concept of the premise, some distortion and improvement can also be made.These all belong to protection scope of the present invention.
Embodiment 1
A kind of harbour aeration type dredging structure, comprise harbour main body 1, described harbour main body 1 edge bottom is provided with storage mud groove 12, and it is inner that multiple gassing pipe 2 and multiple extraction mud pipe road 5 are through harbour main body 1, both one end extend in above harbour main body 1, and the other end is communicated with in storage mud groove 12 bottom plane; Also comprise flase floor 6, flase floor 6 covers above storage mud groove 12, and it is inner that its one end penetrates harbour main body 1, and the other end extends to and track 8 end face.Also comprise cover plate 16, described cover plate 16 covers and on track 8, the slope be provided with bottom surface, harbour on rear side of cover plate 16.
Storage mud groove 12 side dead ahead is laid with track 8, and track 8 is inner uniform is provided with ball 13, and sealing plate 7 is clipped in above the ball 13 between track 8; Described harbour main body 1 is also provided with motor 4 above, be respectively equipped with below motor 4 and be through harbour main body 1 interior conduit 1 and pipeline 2 15, described pipeline 1 exit and sealing plate 7 are in same level height, and pipeline 2 15 exit extends to the rear between track 8; Described motor 4 above bundle has connection steel wire 10, and connect steel wire 10 1 tunnel and be connected with sealing plate 7 front through pipeline 1, another road is connected with sealing plate 7 rear through pipeline 2 15.Pipeline one is all provided with transition pulley with the corner that pipeline two is being connected steel wire.
Sealing plate 7 length is greater than track 8 length, and the gas outlet of gassing pipe 2 is provided with taper blowing sprayer or is connected with multiple branch's shower nozzle of upwards blowing.
Storage mud groove 12 is ramp structure with track 8 junction, and the both sides of described storage mud groove 12 are provided with the branching airways 17 be communicated with gassing pipe 2.Branching airways 17 tilts to install, and gas outlet is aimed at bottom storage mud groove 12.
Based on the dredging method of said structure, aim in storage mud groove 12 by utilizing hollow transparent round tube and insert, then mention, determine that the inner mud of storage mud groove 12 piles up the degree of depth, get a little should choose by spacing multiple, when the degree of depth reaching setting need cleaning time, start following steps:
(1) gassing pipe 2 is connected high-pressure pump, extraction mud pipe road 5 connects slush pump 3, and is connected with receipts mud device by slush pump by pipeline;
(2) the road steel wire connecting sealing plate 7 front pulls forward by starter motor 4, makes sealing plate 7 move forward to harbour main body 1 edge and covers above flase floor 6, make to be blocked above storage mud groove 12;
(3) high-pressure pump starts to blow to gassing pipe 2 internal clearance, and the mud making to be deposited in storage mud groove 12 is mixed to form mud with water, starts slush pump 3 simultaneously and starts slurry-sucking, is pumped into by the mud in storage mud groove 12 in receipts mud device;
(4) constantly repeat step 3, until the mud mud containing rate that receipts mud device receives is close with coastal seawater, stop blowing and taking out mud;
(5) the road steel wire connecting sealing plate 7 rear pulls by starter motor 4, and sealing plate 7 is retracted original position, continues next time to use.
(6) after having removed, wait for 1 hour, again utilize hollow transparent round tube to aim in storage mud groove 12 and insert, then mention, check dredging effect.
Embodiment 2
A kind of harbour aeration type dredging structure, comprise harbour main body 1, described harbour main body 1 edge bottom is provided with storage mud groove 12, and it is inner that multiple gassing pipe 2 and multiple extraction mud pipe road 5 are through harbour main body 1, both one end extend in above harbour main body 1, and the other end is communicated with in storage mud groove 12 bottom plane;
Storage mud groove 12 side dead ahead is laid with track 8, and track 8 is inner uniform is provided with ball 13, and sealing plate 7 is clipped in above the ball 13 between track 8; Described harbour main body 1 is also provided with motor 4 above, be respectively equipped with below motor 4 and be through harbour main body 1 interior conduit 1 and pipeline 2 15, described pipeline 1 exit and sealing plate 7 are in same level height, and pipeline 2 15 exit extends to the rear between track 8; Described motor 4 above bundle has connection steel wire 10, and connect steel wire 10 1 tunnel and be connected with sealing plate 7 front through pipeline 1, another road is connected with sealing plate 7 rear through pipeline 2 15.Pipeline one is all provided with transition pulley with the corner that pipeline two is being connected steel wire.
Sealing plate 7 length is greater than track 8 length, and the gas outlet of gassing pipe 2 is provided with taper blowing sprayer or is connected with multiple branch's shower nozzle of upwards blowing.
Storage mud groove 12 is ramp structure with track 8 junction, and the ramp structure side opposite side of described storage mud groove 12 is provided with the branching airways 17 be communicated with gassing pipe 2.Branching airways 17 tilts to install, and gas outlet is aimed at bottom storage mud groove 12.
Based on the dredging method of said structure, aim in storage mud groove 12 by utilizing hollow transparent round tube and insert, then mention, determine that the inner mud of storage mud groove 12 piles up the degree of depth, get a little should choose by spacing multiple, when the degree of depth reaching setting need cleaning time, start following steps:
(1) gassing pipe 2 is connected high-pressure pump, extraction mud pipe road 5 connects slush pump 3, and is connected with receipts mud device by slush pump by pipeline;
(2) the road steel wire connecting sealing plate 7 front pulls forward by starter motor 4, makes sealing plate 7 move forward to harbour main body 1 edge and covers above flase floor 6, make to be blocked above storage mud groove 12;
(3) high-pressure pump starts to blow to gassing pipe 2 internal clearance, and the mud making to be deposited in storage mud groove 12 is mixed to form mud with water, starts slush pump 3 simultaneously and starts slurry-sucking, is pumped into by the mud in storage mud groove 12 in receipts mud device;
(4) constantly repeat step 3, until the mud mud containing rate that receipts mud device receives is close with coastal seawater, stop blowing and taking out mud;
(5) the road steel wire connecting sealing plate 7 rear pulls by starter motor 4, and sealing plate 7 is retracted original position, continues next time to use.
(6) after having removed, wait for 1 hour, again utilize hollow transparent round tube to aim in storage mud groove 12 and insert, then mention, check dredging effect.
Claims (7)
1. a harbour aeration type dredging structure, comprise harbour main body (1), it is characterized in that: described harbour main body (1) edge bottom is provided with storage mud groove (12), it is inner that multiple gassing pipe (2) and multiple extraction mud pipe road (5) are through harbour main body (1), both one end extend in harbour main body (1) top, and the other end is communicated with in storage mud groove (12) bottom plane;
Described storage mud groove (12) side dead ahead is laid with track (8), and track (8) is inner uniform is provided with ball (13), and sealing plate (7) is clipped in ball (13) top between track (8); Described harbour main body (1) is also provided with motor (4) above, motor (4) below is respectively equipped with and is through harbour main body (1) interior conduit one (11) and pipeline two (15), described pipeline one (11) exit and sealing plate (7) are in same level height, and pipeline two (15) exit extends to the rear between track (8); Described motor (4) above bundle has connection steel wire (10), and connect steel wire (10) tunnel and be connected with sealing plate (7) front through pipeline one (11), another road is connected with sealing plate (7) rear through pipeline two (15).
2. harbour according to claim 1 aeration type dredging structure, it is characterized in that, also comprise flase floor (6), described flase floor (6) covers in storage mud groove (12) top, it is inner that its one end penetrates harbour main body (1), and the other end extends to and track (8) end face.
3. harbour according to claim 1 aeration type dredging structure, is characterized in that, described sealing plate (7) length is greater than track (8) length, and the gas outlet of gassing pipe (2) is provided with taper blowing sprayer or is connected with multiple branch's shower nozzle of upwards blowing.
4. harbour according to claim 1 aeration type dredging structure, is characterized in that, also comprises cover plate (16), described cover plate (16) lid and on track (8), the slope that cover plate (16) rear side was provided with bottom surface, harbour.
5. according to the harbour aeration type dredging structure in claim 1-4 described in any one, it is characterized in that, described storage mud groove (12) and track (8) junction are ramp structure, and the both sides/of described storage mud groove (12) or ramp structure side/or ramp structure side opposite side are laid with the branching airways (17) be communicated with gassing pipe (2).
6. harbour according to claim 5 aeration type dredging structure, is characterized in that, described branching airways (17) tilts to install, and storage mud groove (12) bottom is aimed in gas outlet.
7. a harbour aeration type dredging structure dredging method, is characterized in that, comprise the following steps:
(1) gassing pipe (2) is connected high-pressure pump, extraction mud pipe road (5) connect slush pump (3), and are connected with receipts mud device by slush pump by pipeline;
(2) the road steel wire that starter motor (4) will connect sealing plate (7) front pulls forward, makes sealing plate (7) move forward to harbour main body (1) edge and covers in flase floor (6) top, storage mud groove (12) top is blocked;
(3) high-pressure pump starts to blow to gassing pipe (2) internal clearance, make to be deposited in mud in storage mud groove (12) and water is mixed to form mud, start slush pump (3) simultaneously and start slurry-sucking, the mud stored up in mud groove (12) is pumped into and receives in mud device;
(4) constantly repeat step (3), until the mud mud containing rate that receipts mud device receives is close with coastal seawater, stop blowing and taking out mud;
(5) the road steel wire that starter motor (4) will connect sealing plate (7) rear pulls, and sealing plate (7) is retracted original position, continues next time to use.
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| CN201510557340.9A CN105155606B (en) | 2014-09-18 | 2014-09-18 | A kind of harbour aeration type dredging method |
| CN201410477386.5A CN104213536B (en) | 2014-09-18 | 2014-09-18 | A kind of harbour aeration type dredging structure and dredging method thereof |
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| CN104878717A (en) * | 2015-05-21 | 2015-09-02 | 浙江海洋学院 | Wharf sludge removing structure |
| CN107288094A (en) * | 2017-06-27 | 2017-10-24 | 河海大学 | One kind is paddled water self-adjusting system and adjusting method in works |
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| CN108503148A (en) * | 2018-05-18 | 2018-09-07 | 河南锦源环保科技有限公司 | A kind of New Coal Mine mine water Integrated Processing Unit |
| CN108506039A (en) * | 2018-05-18 | 2018-09-07 | 河南锦源环保科技有限公司 | A kind of mixed digging device of mine former pond coal slime gas |
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| CN108978758A (en) * | 2018-07-25 | 2018-12-11 | 上海栋青睐生态科技有限公司 | Underwater desilting equipment |
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| CN111676894A (en) * | 2020-06-18 | 2020-09-18 | 宣立锋 | Wharf structure suitable for muddy coast |
| CN111676894B (en) * | 2020-06-18 | 2021-12-10 | 宣立锋 | Wharf structure suitable for muddy coast |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105155606A (en) | 2015-12-16 |
| CN104213536B (en) | 2016-03-30 |
| CN105155606B (en) | 2017-06-16 |
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