CN109339557A - Scalable mechanical return water tower - Google Patents
Scalable mechanical return water tower Download PDFInfo
- Publication number
- CN109339557A CN109339557A CN201811313914.8A CN201811313914A CN109339557A CN 109339557 A CN109339557 A CN 109339557A CN 201811313914 A CN201811313914 A CN 201811313914A CN 109339557 A CN109339557 A CN 109339557A
- Authority
- CN
- China
- Prior art keywords
- water
- steel drum
- float
- intake
- return water
- 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.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 213
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 102
- 239000010959 steel Substances 0.000 claims abstract description 102
- 238000003860 storage Methods 0.000 claims abstract description 10
- 238000007789 sealing Methods 0.000 claims abstract description 7
- 238000002955 isolation Methods 0.000 claims description 3
- 230000013011 mating Effects 0.000 claims description 2
- 239000004744 fabric Substances 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 6
- 238000005086 pumping Methods 0.000 abstract description 5
- 238000005065 mining Methods 0.000 abstract description 2
- 238000013461 design Methods 0.000 description 11
- 238000010276 construction Methods 0.000 description 8
- 230000000694 effects Effects 0.000 description 4
- 230000005484 gravity Effects 0.000 description 4
- 230000008859 change Effects 0.000 description 3
- 239000000872 buffer Substances 0.000 description 2
- 230000003247 decreasing effect Effects 0.000 description 2
- 230000008021 deposition Effects 0.000 description 2
- 230000006866 deterioration Effects 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 235000001674 Agaricus brunnescens Nutrition 0.000 description 1
- 238000006424 Flood reaction Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 230000002706 hydrostatic effect Effects 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 239000008239 natural water Substances 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
- 230000001376 precipitating effect Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000006228 supernatant Substances 0.000 description 1
- 238000003809 water extraction Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/30—Water-towers
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/18—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures movable or with movable sections, e.g. rotatable or telescopic
- E04H12/182—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures movable or with movable sections, e.g. rotatable or telescopic telescopic
-
- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02J—CIRCUIT ARRANGEMENTS OR SYSTEMS FOR SUPPLYING OR DISTRIBUTING ELECTRIC POWER; SYSTEMS FOR STORING ELECTRIC ENERGY
- H02J7/00—Circuit arrangements for charging or depolarising batteries or for supplying loads from batteries
- H02J7/34—Parallel operation in networks using both storage and other dc sources, e.g. providing buffering
- H02J7/35—Parallel operation in networks using both storage and other dc sources, e.g. providing buffering with light sensitive cells
Abstract
The invention belongs to mining technique fields, provide a kind of scalable mechanical return water tower, including scalable tower body and float water intake, tower body includes the cylinder steel drum of multi-layer movable nesting overlapping, through-hole is arranged at every layer of steel drum bottom, the bottom through-hole mutual dislocation of adjacent two layers steel drum arranges that the sealing limiting device for preventing two layers of steel drum to be mutually disengaged is arranged in the bucket wall of adjacent two layers steel drum；Float water intake is mounted on above tower body to be tightly connected with innermost layer steel drum wall upper end, and side wall has intake water can be introduced innermost layer steel drum from intake, and each layer steel drum of tower body can be pulled up under the buoyancy of float from level to level inside-out.The present invention, which can adjust water intaking hole according to water quality superiority and inferiority in library and be in, to be flooded or vacant state, and selection pause return water avoids poor-quality water from outflowing.Tailings storage backwater tapered staged may be implemented from energy dissipating in every layer of steel drum bottom plate, saves the setting of main return water Tunnel Endpoint stilling pond, can directly draw tailings storage backwater tapered into return water pumping plant.
Description
Technical field
The invention belongs to mining technique fields, more particularly to a kind of scalable mechanical return water tower.
Background technique
Wet type Tailings Dam accommodates the Tailings Slurry of the production discharge of mine concentration, clear after Tailings Slurry precipitates in Tailings Dam
Clear water need to return to dressing plant's recycling.The return water system of dressing plant's wet type Tailings Dam, current art are generally used by reinforcing bar
Concrete return water tower is delivered to outside Tailings Dam as tailings storage backwater tapered collection structures, and by main return water tunnel, then through library outside
Stilling pond carry out energy dissipating after, dressing plant is returned to by tailings storage backwater tapered pumping plant and completes entire process water reuse process.
Existing armored concrete return water tower needs first to design an armored concrete according to the design storage capacity height of Tailings Dam
Drain off floodwaters tower, which will exceed Tailings Dam design liquid level, general minimum ten meters of tower height even hundreds of meters high；Steel drum is along short transverse
It is equidistantly evenly distributed with backwater hole, with the deposition of ore pulp in Tailings Dam, dry beach constantly increases bottom storehouse and constantly raises, to avoid mud etc.
Solid enters return water tower, needs to be manually entered the closure operation that bottom backwater hole is carried out in Tailings Dam.
There are the following problems for armored concrete return water tower used by current art:
Firstly, the final water level of Tailings Dam design is higher, and general minimum ten meters or even hundreds of meters, using armored concrete material
The return water tower cost of matter is higher；And armored concrete return water tower also has the processing of ground since steel drum is higher and load is huge
Extremely harsh requirement, also improves capital expenditure.
Secondly as water level and drop outside library are very big in library, the Tailings Dam collected by existing armored concrete return water tower is clear
Clear water kinetic energy is very big, and the existing armored concrete tower that drains off floodwaters cannot independently be completed at the same time the function of water intaking and energy dissipating, needs leading back
Stilling pond is arranged in water tunnel end, just can enter tailings storage backwater tapered pumping plant conveying after carrying out energy dissipating.The stilling pond added also increases
The investment of engineering.
Again, armored concrete return water tower be different from tailing dam, tailing dam can use tailing deposit the dry beach to be formed into
Row is built a dam stage by stage, and armored concrete return water tower then needs one-stage completion, and by the requirement of concrete curing phase, concrete needs to divide
Layer casting, construction period is very long, armored concrete drain off floodwaters tower construction time become Tailings Dam construction bottleneck.
Further more, armored concrete return water tower since backwater hole is fixed, can not be selected according to water quality superiority and inferiority in Tailings Dam
Property return water.When primary water is because of the reasons water quality deterioration such as heavy rain or mountain torrents in Tailings Dam, return water can not be suspended, so poor-quality water or
It is used into dressing plant, leads to that ore-dressing technique is caused centainly to interfere；Or enter natural water body by stilling pond overflow, it pollutes
Environment.
The most importantly backwater hole that existing armored concrete return water tower steel drum is arranged along short transverse, in Tailings Dam
The deposition of ore pulp, dry beach constantly increase bottom storehouse and constantly raise, and need to be manually entered the closure that bottom backwater hole is carried out in Tailings Dam
Operation.Backwater hole is blocked to need operation to be assisted simultaneously with underwater on staff's water surface, by log in backwater hole band water
Wedge blocks backwater hole.Work flow is complicated, personnel are exposed under high-risk environment, exists compared with high safety hidden danger, and in Tailings Dam
Increasing in the length of service with mud position needs successively to block always.Increase the security risk of operating personnel and the operation and maintenance in dressing plant
Spending.
Thus, it is necessary to develop the wet type that a kind of construction is rapid, cost is relatively low, return water is controllable, service life is non-maintaining
Tailings Dam primary water return water facility.
Summary of the invention
In order to solve above-mentioned problem of the prior art, it to include tower that the present invention provides a kind of scalable mechanical return water towers
Body and float water intake, the tower body include the cylinder steel drum of multi-layer movable nesting overlapping, and through-hole, phase are arranged at every layer of steel drum bottom
The bucket wall setting of the bottom through-hole mutual dislocation arrangement of adjacent two layers of steel drum, adjacent two layers steel drum prevents two layers of steel drum to be mutually disengaged
Seal limiting device；The float water intake is mounted on above tower body to be tightly connected with innermost layer steel drum wall upper end；The float
Water intake includes float and water taking cavity, and the float is that side wall has the hollow structure of intake, the water taking cavity be in float every
Water can be introduced innermost layer steel drum, the volume of the float from intake by the cavity connecting out with intake, the water taking cavity
When should ensure that water level is also not up to intake in water with the position of intake, float can be generated greater than the return water tower except most
The buoyancy of total weight outside outer layer steel drum, so that each layer steel drum is pulled up under buoyancy from level to level inside-out.
In use, the horizontal tunnel mouth in return water tunnel is arranged below Tailings Dam, the tower body bottom of scalable mechanical return water tower is covered
Lid is fixed on tunnel face upper end, and along tunnel face peripheral sealing, when having water in Tailings Dam, the buoyancy of float water in Tailings Dam is made
Under, with SEA LEVEL VARIATION change height, when water level increase when, float driven under buoyancy the steel drum of tower body from inner layer to
Outer layer is successively pulled up, and when the water level descends, the steel drum that float follows water level decreasing to drive tower body is layer-by-layer from outer layer to inner layer
Retracted downward.Without keeping the position of intake more than water level when return water；When the water quality of Tailings Dam meets requirement and need
When using return water, it is packed into article into float cavity, water can be injected into float cavity with water pump, to increase float weight
Amount, so that float increases draft under the effect of gravity, the position of intake is gradually decrease to water level hereinafter, float is kept to eat
Water depth, the water in Tailings Dam is under the effect of gravity out of, intake injection tower body innermost layer steel drum, from the logical of steel drum bottom
Hole flows into next layer of steel drum, so in layer toward flowing down until outermost layer steel drum, buffers energy dissipating layer by layer, then from outermost layer steel
The through-hole of bucket bottom, which flows to return water tunnel and is supplied to, needs the place of return water to use, with float keep intake Tailings Dam compared with
High water level, avoid be introduced into Tailings Dam compared in low water level containing the water that mud is more；After the completion of return water, float sky is packed into original
Intracavitary article takes out, if be packed into originally in float cavity be water if can be released with pump handle water, reduce eating for float
Water depth, so that intake goes back up to the water surface or more again and stops water intaking.
Preferably, sliding rail is set on the outside of the bucket wall of the internal layer steel drum of the adjacent two layers steel drum of the steel drum of the nested overlapping,
It is equipped with the vertical rail slot cooperated with the sliding rail of internal layer steel drum side-wall outer side on the inside of the bucket wall of outer layer steel drum, sliding rail is in vertical rail
Sliding is in slot to guarantee that adjacent inner layer steel drum can stretch straight up out of outer layer steel drum.
Preferably, the water pump that water can be introduced in float or the water in float is drawn is installed in the float.
Float internal cavity can be introduced or drawn as desired by pump handle water, control the draft of float water intake, it is automatic to adjust
Save intake and water level relative altitude, realize whether the control of return water.
Further, the float is equipped with the electrical system of isolation waterproof, and the electrical system connect realization with water pump
Power supply and control to water pump.
Further, the electrical system includes battery, and battery can power to electrical system and water pump.
Further, the buoy top is equipped with solar panel, the solar panel and the electrical system
System connection, the solar panel is to electrical system and water pump power supply or charges a battery, and reduces return water tower to outside
The dependence of power supply.
Further, the electrical system also includes remote-receiver, can receive remote signal and is accordingly controlled.
Preferably, the sealing limiting device is the inside flanging in outer layer steel drum upper end and internal layer steel of adjacent two layers steel drum
The inwardly protruding and internal layer steel drum of the outer layer steel drum upper end setting of bucket lower end outside cooperation flanging or adjacent two layers steel drum
The outside mating flanges in lower end.
Preferably, the water taking cavity is that one end is fixedly connected with intake, and the other end protrudes into tower body innermost layer steel drum
Pipeline.
Preferably, the tower body each layer steel drum cross section is regular polygon or circle, each layer of steel drum height of tower body
It is all consistent.
Beneficial effects of the present invention are as follows:
(1) scalable mechanical return water tower of the invention is by the design of scalable tower body, by water level in Tailings Dam
The buoyancy risen realizes the adjustment of water intaking position, so that intake is always positioned at supernatant portion, can avoid the mud in wet type Tailings Dam automatically
Pulp layer enhances tailings storage backwater tapered reliability.Conventional steel bar concrete return water tower is avoided simultaneously to need to be manually entered in library
The underwater work for blocking intake mud position, avoids and is manually exposed to dangerous work environment, enhances the safety of dressing plant's operation
Property.
(2) scalable mechanical return water tower of the invention, the manufacture that the design of full mechanical mechanism can be simple and quick, avoids
The high capital cost of armored concrete return water tower and longer construction period, so that the construction period of Tailings Dam is no longer by returning
The construction period of water tower influences or limitation, and reduces the capital construction cost of Tailings Dam entirety.
(3) scalable mechanical return water tower of the invention is by the design of the bottom of every rank steel drum energy dissipating step by step, in tower
It is done directly tailings storage backwater tapered energy dissipating, removes the design of main return water tunnel tail portion stilling pond from, it is tailings storage backwater tapered to be directly entered
Return water pumping plant to pumping plant without causing to impact.
Detailed description of the invention
Fig. 1 is the scalable mechanical return water tower embodiment main view of one kind of the invention；
Fig. 2 is the schematic top plan view of Fig. 1 embodiment tower body；
Fig. 3 is the scalable mechanical return water tower use state diagram of the present invention.
In figure: 1- tower body, 2- float water intake, 3- steel drum, 4- through-hole, 5- seal limiting device, 6- float, 7- water intaking
Pipe, 8- intake, 9- sliding rail, 10- track groove, 11- water pump, 12- electrical system, 13- battery, 14- solar panel,
15- remote-receiver, 16- return water tunnel, the tunnel face 17-, the pond 18-, 19- Tailings Dam.
Specific embodiment
In order to further illustrate the technical means and efficacy of the invention taken in order to solve the technical problem, below in conjunction with attached
Figure the invention will be described in further detail with specific embodiment, but not as the present invention claims protection scope limit.
The scalable mechanical return water tower alternative embodiment of one kind as shown in Figure 1 and Figure 2 includes tower body 1 and float water intake
2, tower body 1 includes the hollow cylinder steel drum 3 of four layers of concentric, different diameters, the overlapping of original state interaction nesting, every layer of steel
Bucket height is identical, if height can all be 9m, on the inside of the bucket wall of one layer of the outside steel drum in steel drum adjacent two-by-two, along steel drum circle
Circumferential direction is evenly equipped with 4 groups of vertical rail slots 10, and on the outside of the bucket wall of one layer of adjacent the inside steel drum, it is corresponding along steel drum circumferencial direction
Position is equipped with 4 groups of uniformly distributed sliding rails 9, sees that Fig. 2, every adjacent two layers steel drum are connected by sliding rail 9 with 10 nesting of track groove, Ke Yitong
It crosses sliding rail 9 and slides up and down the stretching and contraction for realizing tower body 1 in track groove 10；Through-hole 4 is arranged at every layer of 3 bottom of steel drum, adjacent
4 mutual dislocation of bottom through-hole of two layers of steel drum 3 arranges, the bucket bottom of every layer of steel drum distance bucket wall bottom in its steel drum in the present embodiment
Portion's 0.3m eminence, there is enough load-bearing capacities, plays the role of energy dissipating plate, moreover it is possible to play the limit of shrinkage direction, ensure tower body not
Reverse compression occurs, every layer of steel drum bottom along isometrical circumferencial direction uniformly distributed 12 it is of the same size cross water through-hole, 12 are logical
The size in hole is determined according to design water withdrawal requirement with crossing water flow velocity no more than 0.6m/s；The energy dissipating plate mistake of adjacent steel drum
Water circular hole interlaced arrangement in the vertical direction；The sealing for preventing two layers of steel drum to be mutually disengaged is arranged in the bucket wall of adjacent two layers steel drum 3
Limiting device 5；Float water intake 2 is mounted on tower body 1 and is tightly connected above with the bucket wall upper end of innermost layer steel drum 3, float water intaking
First 2 be in mushroom capitiform, is partitioned into relatively independent space electrical system portion and float portion, electrical system inside float water intake 2
Portion is located at 2 top of float water intake and completely cuts off waterproof completely with float portion, and top is equipped with snorkel, and top is equipped with outside electrical system portion
Solar panel 14, the electrical system 12 in electrical system portion are equipped with battery 13, remote-receiver 15, small distribution screen
And PLC module etc., electrical connection are all made of water-proof cable, all electrical equipments can be in being remotely controlled behaviour in float water intake 2 outside library
Make, battery 13 can store the electricity consumption of two hours of work of liquid level adjusting water pump 11, and float portion includes float 6 and water intaking
Pipe 7, float 6 are hollow structure, and 2 are equipped in float 6 can introduce water in float or the water extraction in float
Water pump 11, water pump 11 are connect with electrical system 12, are controlled by electrical system 12, and inside and outside Double-way sucking pipeline is arranged in water pump 11,
And dynamoelectric switching valve is set, water can be introduced or drawn 6 internal cavity of float as desired by water pump 11 and change overall weight
Size automatically adjusts the relative altitude of intake 8 and water level to control the draft of float water intake 2, realization whether return water
Control, water taking cavity is used as using intake pipe 7 in the present embodiment, is similarly opened along float portion outer wall circumferencial direction uniformly distributed 12
As intake 8, the area of intake 8 is determined according to design water withdrawal requirement with crossing water flow velocity no more than 0.6m/s in hole, can be with
12 vias sizes on steel drum bottom surface are consistent, and intake 8 is connect with intake pipe 7, in intake pipe 7 gos deep into tower body most
In layer steel drum, water can be introduced innermost layer steel drum 3 from intake 8 by intake pipe 7, enter tower body by intake 8 and intake pipe 7
Water and 6 cavity isolation of float, the volume of float 6 and the position of intake 8 should ensure that water level is also not up to intake 8 in water
When, float 6 can generate the buoyancy of the total weight greater than the return water tower in addition to outermost layer steel drum 3, design in the present embodiment
Draft to 8 position of intake when, the buoyancy of generation is greater than the 1.3 of total weight of the return water tower in addition to outermost layer steel drum 3
Times, so that each layer steel drum 3 is pulled up under buoyancy in layer inside-out.
Fig. 3 is the scalable mechanical return water tower use state of the present invention, in use, return water tunnel is arranged below Tailings Dam 19
1 bottom of the tower body covering of scalable mechanical return water tower is fixed on 17 upper end of tunnel face, along tunnel by the horizontal tunnel mouth 17 in road 16
17 peripheral sealing of road junction, when having water in Tailings Dam 19, float water intake 2 in Tailings Dam 19 under the buoyancy of water, with
SEA LEVEL VARIATION change height, when water level increase when, float water intake 2 driven under buoyancy the steel drum of tower body 1 from inner layer to
Outer layer is successively pulled up, when the water level descends, float water intake 2 follow water level decreasing drive tower body 1 steel drum from outer layer to
The layer-by-layer retracted downward of inner layer.Without keeping the position of intake more than water level when return water；The course of work of the invention are as follows: work as tail
Water quality in mine library 19 is after the precipitating of certain time, and when water quality meets requirement and needs using return water, remote control can stretch
The water pump water delivery into float portion contracted in the float water intake of mechanical return water tower, to increase the overall weight of float water intake 2,
So that float increases draft under the effect of gravity, the position of intake is gradually decrease to water level hereinafter, intake is in floods
No state, stops water pump and keep 2 draft of float water intake, the water in Tailings Dam 19 is injected from intake under the effect of gravity
In the steel drum of 1 innermost layer of tower body, next layer of steel drum is flowed into from the through-hole of steel drum bottom, so in layer toward dirty until most
Outer layer steel drum, buffers energy dissipating layer by layer, guarantees that its hydrostatic head flows to back continuously less than 9m, then from the through-hole of outermost layer steel drum bottom
Water tunnel 16, then flows into pond 18 along return water tunnel 16 for taking, and keeps intake in the relatively Gao Shui of Tailings Dam with float
Position, avoid be introduced into Tailings Dam compared in low water level containing the water that mud is more；After the completion of return water, in pump handle float cavity
Water is released, and the draft of float water intake 2 is reduced, so that intake goes back up to the water surface or more again and stops water intaking.Work as tailing
Library because in library caused by the reasons such as heavy rain water quality deterioration, the then water being remotely controlled in emptying water pump float portion so that intake is in hanging shape
State stops return water, carries out return water again when water quality is met the requirements.Using the present invention can provide it is a kind of build rapidly, cost compared with
Wet type Tailings Dam primary water return water facility low, return water is controllable, service life is non-maintaining.
Certainly, the present invention can also have other various embodiments, without deviating from the spirit and substance of the present invention, this
Field technical staff can make various corresponding changes and modifications according to the present invention, but these corresponding changes and modifications belong to
Scope of protection of the claims of the invention.
Claims (10)
1. a kind of scalable mechanical return water tower, it is characterised in that: include tower body and float water intake, the tower body includes multilayer
The cylinder steel drum of movable nested overlapping, through-hole, the bottom through-hole mutual dislocation cloth of adjacent two layers steel drum are arranged at every layer of steel drum bottom
It sets, the sealing limiting device for preventing two layers of steel drum to be mutually disengaged is arranged in the bucket wall of adjacent two layers steel drum；The float water intake peace
It is tightly connected above tower body with innermost layer steel drum wall upper end；The float water intake includes float and water taking cavity, described floating
Son is the hollow structure that side wall has intake, and the water taking cavity is that the cavity connecting with intake is separated out in float, the water intaking
Water can be introduced innermost layer steel drum from intake by chamber, and the volume of the float and the position of intake should ensure that water level in water
When being also not up to intake, float can generate the buoyancy of the total weight greater than the return water tower in addition to outermost layer steel drum, with
So that each layer steel drum is pulled up under buoyancy from level to level inside-out.
2. scalable mechanical return water tower according to claim 1, it is characterised in that: the phase of the steel drum of the nested overlapping
Sliding rail is set on the outside of the bucket wall of the internal layer steel drum of adjacent two layers of steel drum, be equipped on the inside of the bucket wall of outer layer steel drum with outside internal layer steel drum side wall
The vertical rail slot of the sliding rail cooperation of side, sliding rail are slided in vertical rail slot to guarantee that adjacent inner layer steel drum can be from outer layer steel
It is stretched straight up in bucket.
3. scalable mechanical return water tower according to claim 1, it is characterised in that: being equipped in the float can be
Water introduces the water pump drawn in float or the water in float.
4. scalable mechanical return water tower according to claim 3, it is characterised in that: the float is equipped with isolation waterproof
Electrical system, the electrical system is connect with water pump realizes power supply and control to water pump.
5. scalable mechanical return water tower according to claim 4, it is characterised in that: the electrical system includes electric power storage
Pond.
6. scalable mechanical return water tower according to claim 5, it is characterised in that: the buoy top is equipped with the sun
Can solar panel, the solar panel connect with the electrical system, and the solar panel is to electrical system and water pump
It powers or charges a battery.
7. scalable mechanical return water tower according to claim 6, it is characterised in that: the electrical system also includes remote control
Reception device.
8. scalable mechanical return water tower according to claim 1, it is characterised in that: the sealing limiting device is adjacent
The inside flanging in the outer layer steel drum upper end of two layers of steel drum and internal layer steel drum lower end outside cooperation flanging or adjacent two layers steel
The inwardly protruding and outside mating flanges in internal layer steel drum lower end of the outer layer steel drum upper end setting of bucket.
9. scalable mechanical return water tower according to claim 1, it is characterised in that: the water taking cavity is one end and water intaking
Mouth is fixedly connected, and the other end protrudes into the pipeline of tower body innermost layer steel drum.
10. scalable mechanical return water tower described in one of -9 according to claim 1, it is characterised in that: each layer steel of tower body
Bucket cross section is regular polygon or circle, and each layer of steel drum height of tower body is all consistent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811313914.8A CN109339557A (en) | 2018-11-06 | 2018-11-06 | Scalable mechanical return water tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811313914.8A CN109339557A (en) | 2018-11-06 | 2018-11-06 | Scalable mechanical return water tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109339557A true CN109339557A (en) | 2019-02-15 |
Family
ID=65313760
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811313914.8A Pending CN109339557A (en) | 2018-11-06 | 2018-11-06 | Scalable mechanical return water tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109339557A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111364826A (en) * | 2020-05-13 | 2020-07-03 | 福州经济技术开发区易通元智能科技有限公司 | Water tower with water quality detection function |
| ES2869553A1 (en) * | 2020-04-25 | 2021-10-25 | Romeo Manuel Lahuerta | ENERGY AND WATER TOWER |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2539941Y (en) * | 2001-02-06 | 2003-03-12 | 徐宝安 | Float controlled automatic water supply device for solar water heater |
| JP2003239260A (en) * | 2002-02-12 | 2003-08-27 | Sumitomo Electric Ind Ltd | Selective water intake device of dam |
| CN102261108A (en) * | 2011-06-29 | 2011-11-30 | 西安建筑科技大学 | Hydraulic floating selective water getting device |
| KR101418216B1 (en) * | 2013-06-03 | 2014-07-10 | 김정화 | Apparatus of feeding cleansing agent with fixed amount into water tank for toilet bowl |
| JP2017023924A (en) * | 2015-07-21 | 2017-02-02 | 株式会社丸島アクアシステム | Surface layer water-intake circulation device |
| CN106428446A (en) * | 2016-09-30 | 2017-02-22 | 吴植融 | Straight cylinder type floating platform with extended cylinder body |
| CN108035399A (en) * | 2018-01-19 | 2018-05-15 | 中水北方勘测设计研究有限责任公司 | Structure for big luffing water level surface water taking |
| CN209324120U (en) * | 2018-11-06 | 2019-08-30 | 中冶北方（大连）工程技术有限公司 | Scalable mechanical return water tower |
-
2018
- 2018-11-06 CN CN201811313914.8A patent/CN109339557A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2539941Y (en) * | 2001-02-06 | 2003-03-12 | 徐宝安 | Float controlled automatic water supply device for solar water heater |
| JP2003239260A (en) * | 2002-02-12 | 2003-08-27 | Sumitomo Electric Ind Ltd | Selective water intake device of dam |
| CN102261108A (en) * | 2011-06-29 | 2011-11-30 | 西安建筑科技大学 | Hydraulic floating selective water getting device |
| KR101418216B1 (en) * | 2013-06-03 | 2014-07-10 | 김정화 | Apparatus of feeding cleansing agent with fixed amount into water tank for toilet bowl |
| JP2017023924A (en) * | 2015-07-21 | 2017-02-02 | 株式会社丸島アクアシステム | Surface layer water-intake circulation device |
| CN106428446A (en) * | 2016-09-30 | 2017-02-22 | 吴植融 | Straight cylinder type floating platform with extended cylinder body |
| CN108035399A (en) * | 2018-01-19 | 2018-05-15 | 中水北方勘测设计研究有限责任公司 | Structure for big luffing water level surface water taking |
| CN209324120U (en) * | 2018-11-06 | 2019-08-30 | 中冶北方（大连）工程技术有限公司 | Scalable mechanical return water tower |
Non-Patent Citations (1)
| Title |
|---|
| 葛韬;施得兵;王力;: "新型自动伸缩式浮箱在水库表层取水中的应用", 水利水电技术, no. 08, pages 1 - 2 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2869553A1 (en) * | 2020-04-25 | 2021-10-25 | Romeo Manuel Lahuerta | ENERGY AND WATER TOWER |
| CN111364826A (en) * | 2020-05-13 | 2020-07-03 | 福州经济技术开发区易通元智能科技有限公司 | Water tower with water quality detection function |
| CN111364826B (en) * | 2020-05-13 | 2020-10-02 | 福州经济技术开发区易通元智能科技有限公司 | Water tower with water quality detection function |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204435342U (en) | A kind of compound mitre ship lift | |
| CN109339557A (en) | Scalable mechanical return water tower | |
| CN210637109U (en) | Underground mine underground temporary drainage structure | |
| CN208685703U (en) | A kind of prefabricated armored concrete water intaking header structure | |
| CN209324120U (en) | Scalable mechanical return water tower | |
| CN109629525A (en) | A kind of deep water intake system and its operating method | |
| CN104355127A (en) | Sludge conveying system | |
| CN106065843A (en) | Offshore floating type electromotor | |
| CN104307219A (en) | Channel type thickener with simple structure | |
| CN104404938A (en) | Two-way inclined ship lift | |
| CN205530109U (en) | Multi -functional dykes and dams | |
| CN202519633U (en) | Automatic gate valve opening and closing device for water intake tank of mountain river channel | |
| CN217608300U (en) | Middle-size and small-size hole formula tailing storehouse closed warehouse reclamation device | |
| CN101781691B (en) | Blast-furnace slag processing system | |
| CN103452082B (en) | Environment-friendly recession port with silt filtering, anti-blocking and high-efficiency drainage functions | |
| CN214832442U (en) | Backwater device in tailing pond | |
| CN109178227A (en) | A kind of pin-connected panel sea photovoltaic power generation platform and its construction method | |
| CN205152882U (en) | Surface of water body evaporation control system under horizontal tractive state | |
| CN101096845B (en) | Paddle wheel weir navigable fairway river course ship lock up-down system and operation method thereof | |
| CN103452368B (en) | A kind of slurry accident pool and construction method thereof | |
| CN209323604U (en) | Tailings storage backwater tapered system | |
| CN109555090B (en) | Ecological flow discharge facility for pumped storage power station and implementation method | |
| CN207567899U (en) | A kind of hydraulic engineering chute | |
| CA2910470A1 (en) | Method and device for management and treatment of fluid tailings in tailings pond | |
| CN109356229B (en) | Tailing pond backwater system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |