CN106436649A - Flow control technology and series equipment thereof - Google Patents
Flow control technology and series equipment thereof Download PDFInfo
- Publication number
- CN106436649A CN106436649A CN201610545100.1A CN201610545100A CN106436649A CN 106436649 A CN106436649 A CN 106436649A CN 201610545100 A CN201610545100 A CN 201610545100A CN 106436649 A CN106436649 A CN 106436649A
- Authority
- CN
- China
- Prior art keywords
- flow control
- water
- capsule
- dam
- water pocket
- 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
- 238000005516 engineering process Methods 0.000 title claims abstract description 25
- 239000012530 fluid Substances 0.000 claims abstract description 35
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 97
- 239000002775 capsule Substances 0.000 claims description 52
- 229910000831 Steel Inorganic materials 0.000 claims description 26
- 239000010959 steel Substances 0.000 claims description 26
- 230000005484 gravity Effects 0.000 claims description 25
- 239000004744 fabric Substances 0.000 claims description 18
- 239000000463 material Substances 0.000 claims description 18
- 239000003921 oil Substances 0.000 claims description 13
- 239000010779 crude oil Substances 0.000 claims description 8
- 238000004873 anchoring Methods 0.000 claims description 7
- 238000004519 manufacturing process Methods 0.000 claims description 7
- 230000000694 effects Effects 0.000 claims description 6
- 230000001771 impaired effect Effects 0.000 claims description 5
- 239000000203 mixture Substances 0.000 claims description 5
- 238000013461 design Methods 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 230000000903 blocking effect Effects 0.000 claims description 3
- 239000008398 formation water Substances 0.000 claims description 3
- 238000007789 sealing Methods 0.000 claims description 2
- 239000000126 substance Substances 0.000 abstract description 4
- 238000011109 contamination Methods 0.000 abstract description 3
- 238000009434 installation Methods 0.000 description 10
- 238000011017 operating method Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 6
- 238000011161 development Methods 0.000 description 3
- 238000012856 packing Methods 0.000 description 3
- 230000002411 adverse Effects 0.000 description 2
- 238000004134 energy conservation Methods 0.000 description 2
- 238000002474 experimental method Methods 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 239000003305 oil spill Substances 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000003892 spreading Methods 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 238000006424 Flood reaction Methods 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005429 filling process Methods 0.000 description 1
- JEGUKCSWCFPDGT-UHFFFAOYSA-N h2o hydrate Chemical compound O.O JEGUKCSWCFPDGT-UHFFFAOYSA-N 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 244000144977 poultry Species 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 241000894007 species Species 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/16—Sealings or joints
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B43/00—Improving safety of vessels, e.g. damage control, not otherwise provided for
- B63B43/02—Improving safety of vessels, e.g. damage control, not otherwise provided for reducing risk of capsizing or sinking
- B63B43/10—Improving safety of vessels, e.g. damage control, not otherwise provided for reducing risk of capsizing or sinking by improving buoyancy
- B63B43/16—Temporary equipment for stopping leaks, e.g. collision mats
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B64—AIRCRAFT; AVIATION; COSMONAUTICS
- B64D—EQUIPMENT FOR FITTING IN OR TO AIRCRAFT; FLIGHT SUITS; PARACHUTES; ARRANGEMENT OR MOUNTING OF POWER PLANTS OR PROPULSION TRANSMISSIONS IN AIRCRAFT
- B64D45/00—Aircraft indicators or protectors not otherwise provided for
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B15/00—Cleaning or keeping clear the surface of open water; Apparatus therefor
- E02B15/04—Devices for cleaning or keeping clear the surface of open water from oil or like floating materials by separating or removing these materials
- E02B15/08—Devices for reducing the polluted area with or without additional devices for removing the material
- E02B15/0857—Buoyancy material
- E02B15/0864—Air
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
- E02B3/106—Temporary dykes
- E02B3/108—Temporary dykes with a filling, e.g. filled by water or sand
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/005—Deformable barrages or barrages consisting of permanently deformable elements, e.g. inflatable, with flexible walls
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/02—Restraining of open water
- E02D19/04—Restraining of open water by coffer-dams, e.g. made of sheet piles
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/20—Controlling water pollution; Waste water treatment
- Y02A20/204—Keeping clear the surface of open water from oil spills
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Paleontology (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Aviation & Aerospace Engineering (AREA)
- Revetment (AREA)
Abstract
The invention relates to a technology for controlling water-state substance flowing out of control, oil-state substance flowing out of control and steam-state substance flowing out of control into fluids, or a flow control technology for short. According to the principle of the flow control technology, and by combining characters and mechanical principles of various out-of-control fluids, the flow control technology and series equipment thereof which can quickly block off river dike breaches in time, stop dam overtopping, drain flooded fields in time, be inflated to form an offshore cofferdam to collect oil contamination, block off damaged submarines, ships and warships and aircraft cabins and block off pipeline fluids so that various disasters cannot be caused are studied and designed and are advanced, practical and novel.
Description
Technical field
The present invention relates to a kind of control out of control water, oil, the technology of these three state species of vapour flowing formation fluid,
Abbreviation flow control technology, according to this set flow control know-why, the feature in conjunction with various fluids out of control and theory of mechanics, research is equipped with
Go out quickly to block in time river dyke to burst, stop unrestrained dike, water drainage in time, inflation from forming marine cofferdam and collect greasy dirt, envelope
Block impaired submarine naval vessel and aircraft bin, blocking pipe fluid, be allowed to unlikely cause various disasters a set of have advanced
The flow control technology of property, practicality and novelty and its series equipment, belong to rescue and relief work field.
Background technology
With the development of global economy society, various science and technology are maked rapid progress, and social production activity is more and more frequent, respectively
The disaster that kind of fluid out of control causes is also more much more serious, and U.S. Mexico gulf deep-sea pipeline rupture 1-1 is (referring to accompanying drawing 1, below
With) cause the loss of nearly $ 100 billion and serious marine pollution；Ship hits a submerged reef damaged 1-2,1-3, causes thousands of dead and 400,000,000
The crude oil leakage of gallon；The reservoir of the power station that the mankind build on river and poultry water gets more and more, more and more grander；Rural area city
Town, the productive life of people and material material richness increasingly concentrate Er Niruo weather also frequently to occur, and extreme weather causes rivers
The loss that the floods such as dike breach 1-4, unrestrained dike 1-5, long-pending flood 1-6 cause is also increasingly severe；Just breach a dyke dam break mouth 1-4,
For this ancient natural calamity of 1-9, although some flow control technology 1-7 and flow control equipment 1-8 so far, however, these technology
Not only exhaust the people and drain the treasury with equipment, also up to 100,000,000 yuans of the high every km cost of cost, can be all or time-consuming poorly efficient,
In October, 2015 is Japanese, and because disaster caused by a windstorm becomes dyke breach 1-4, to China's mid-June in this year, how dyke breach flood still spreads unchecked into
Calamity, people still 1-9 at a loss what to do；China's Three Gorges Dam the first in the world, if plow inflicting heavy losses on dam because of war, will bring disaster in half
State！That is, up to the present, also do not have a set of efficient quick, effective flow control method, can either energy-conserving and environment-protective again
Fluid out of control just can be controlled in a short period of time, not allow it cause the plant equipment of disaster.
Content of the invention：
The present invention, in order to chat deficiency of the prior art on filling up, provides a set of easy and simple to handle, structural reduction, and energy-conservation is again high
Effect, manufacture and construction cost is all very low, nature can be made full use of thing and power just can control fluid out of control method and its
A series of plant equipment.
The purpose of this case invention is to realize efficiently blocking in time dike breach with a series of this flow control equipment；Stop flood
Water overflows dike；Quick formation cofferdam, drains flooded fields in time or collection marine oil spill is removed contamination, deep-sea flow control or instant government official rescue impaired naval vessel etc..
The another object of this case invention is to go to control various fluids out of control with this set flow control technology of this case, stops it general
Cause disaster excessively, such as submarine, oil tanker or aircraft naval vessel is impaired is directed at the airplane crash of the various perils of the sea and occurs, to ensure the peace of social development and country
The full sustainable development requiring, more effectively supporting economic society.
The technical solution used in the present invention is：According to various fluid common features out of control, with " making by means of power of this case invention
Power, controls stream with stream " principle (patent No. 2009100946370), using pressure produced by water-head or fluid self gravitation or
Self substances do material, research and development are equipped with out a series of devices and go to control different fluids out of control, reach flow control purpose.The following is this
Series can expeditiously control common fluid out of control immediately, is allowed to unlikely six kinds of technical equipments causing disaster：
1. allow the pocket nature water-filling of dress water form the water pocket dam that dam body is blocked the breach of dike in time；
2. form dam body, replace sand drift bag to stop the water pocket gravity dam of unrestrained dike to cylindrical water pocket artificial recharge；
3. support water pocket to form the water pocket land cofferdam that long-pending water drainage is removed in cofferdam with the shield stake of invention；
4. form the air bag cofferdam that marine cofferdam stops and collect marine oil spill from being removed contamination to the inflation of cloth capsule；
5. make umbrella-shaped device block the flow control umbrella on impaired submarine or naval vessel or aircraft bin etc. using the pressure of fluid；
6. utilize fluid pressure automatically in the adverse circumstances such as deep-sea automatic plugging pipeline fluid flow control valve.
Brief description, specific embodiment and installation steps and its principle of this case more than six kind flow control equipment are presented herein below：
1. water pocket dam
Brief description
Disaster and existing so far flow control technology and its equipment that Fig. 1 introduction various fluids out of control of explanation cause.
Fig. 2 is title and structure and its principle of work and power schematic diagram of water pocket dam main parts size.
In figure：Wrap up in a 2-1, shield stake 2-2, anchoring pile 2-3, water pocket 2-4, cable wire 2-11, gravity capsule 2-14, exhibition bar 2-16, food
The material water-soluble valve 2-17 of timing, slip-knot 2-18, steel ring 2-19, hang a yard 2-21
Specific embodiment and installation steps
Below in conjunction with the accompanying drawings 2, to the structure of each part in water pocket dam of this case invention, mounting means, operation logic and operation
Step is described in detail as follows：
Water pocket dam 1-5 external structure as shown in Figure 2 mainly by：Wrap up in a 2-1, shield stake 2-2 or anchoring pile 2-3 and multiple water
Capsule 2-4 is constituted.
The function of each parts and its operation logic and installation steps are respectively：
The first step of stifled breach flow control is to stop the expansion burst, so head first will be wrapped up in being launched from top to down by current, then
Draw rope closing rope that dam break abutment is wrapped, do not allow flood wash away dam body material again；Wrap up in head to be counter dam 1-12, stop water
Stream washes away the specific purpose tool of dykes and dams, is made up of colour bar cloth 2-7, boom 2-8 and rope 1-9.
Second step is to manufacture the stretching resistance building dam：The shield stake 2-2 of this case invention is formed by steel plate and steel pipe manufacturing, shield stake
For being arranged on purlin ship 1-6 pin 2-10, the gravity by purlin ship is pressed into silt class riverbed (or otherwise implanting in ground)
Produce stretching resistance, drawn by cable wire 2-11 and be washed into water to exhibition bar 2-16, together with overlapping water pocket 1-10 input torrent
Capsule dam 2-5；Anchoring pile 1-3 then-be all difficult to the scene (more in order to race against time) that reaches for deep water 2-12 or people's car, can be water pocket
Water pocket dam is built up in the way of dropping 2-13 after installing with anchoring pile；Generally shield stake is planted and produce in shoal riverbed or land
Stretching resistance, best mode is to make full use of the natural conditions such as stone or truck of taking root on the bank to produce stretching resistance, then with hundred meters
Cable wire causes breach.
3rd step throws in water pocket to torrent, and the water pocket dam 2-5 of this case invention is to fill crowd using the impulse force of torrent and flood
Water pocket forms：System increases power capsule 2-14 again by many water pocket 2-4 units that waterproof cloth is made constructs and forms；The automatic sealing of water pocket
The operation logic of 2-15 is：After the overlapping collection of multiple cloth bags Shu Yuzhan bar 2-16 input current, each cloth bag is filled with water to naturally
During design requirement, the water-soluble valve 2-17 of food materials timing departs from and pulls open slip-knot 2-18, and the steel ring 2-19 of support mouth departs from, by sufficient water
Cloth bag moves in the presence of current, and water pocket mouth is tightened and pinned by hanging a yard 2-21 by steel wire rope 2-20；Then give weight bag 2-
It is higher than the water surface that 14 water fillings, compressing water pocket afterbody position make the front end on water pocket dam, has also reached the mesh of flow control while water pocket dam builds up
's；Finally reinforcing dykes and dams with native stone silt, loosen and hang code, reclaiming a whole set of water fibre dam, in case using again.
The operation logic of this device is：With the flow control technology of this case " using other's strength to boost yourself, stream is controlled with stream ", that is, utilize flood
Impulsive force, the gravity of water and flood body body build up water pocket dam as filler, reach stifled certainly flow control purpose；The institute on this set water fibre dam
So that dam body can be formed in powerful violent torrent and controls the principle of current and also resides in：(1), in torrent water pocket by
Weep water-filling, adds that in water filling process, suffered bed scour power is avoided pole under the pining down of cable wire by taper water pocket again
Little, build a dam to making water pocket dam nearly close in stationary water；(2), tractive force, through experiment measuring and calculating, the shield stake of a square meter is permissible
Produce 20 tons about of stretching resistance；Water pocket has deducted the impulsive force of more than ninety percent current, and shield stake or firm rope bring powerful again
Stretching resistance, so, make stretching resistance be more than pulling force (can also artificially increase stretching resistance) in design, build up to enabling water pocket dam
And reach flow control purpose (note：This set water pocket dam device 1-10 has been manufactured and designed by inventor and has completed and Success in Experiment, and writes out
Laboratory report, wait to be applied in).
2. water pocket gravity dam
Brief description
Fig. 3-1 is title and structure and its principle of work and power schematic diagram of water pocket gravity dam main parts size.
In figure：Tongue capsule 3-4,
Specific embodiment and installation steps
3-1 below in conjunction with the accompanying drawings, former to the structure of each part of water pocket gravity dam 3-1 of this case invention, mounting means, operation
Reason and operating procedure are described in detail as follows：
Water pocket gravity dam 3-1 structure as shown in Figure 3 is mainly made up of tongue capsule 3-4, each parts and its function and fortune
Row principle is respectively：
Tongue capsule 3-4 is to increase lastblock cloth (capsule tongue) 3-6, penetrate steel pipe 3-7 composition to cylindrical gravity capsule 2-14, because
The capsule of one piece of tongue strip of likeness in form, therefore named tongue capsule.
Its function is to be mounted to water pocket gravity dam 3-1 with reference to other auxiliary members, for stop river overflow dike 1-13 it is also possible to
Build up cofferdam 1-11, block the more slow breach of current.
Mounting means and operating procedure：As shown in accompanying drawing 3-1, first tongue capsule 3-4 is launched to be laid in the top of earth dam 3-8
End, notes river then to tongue capsule, then steel pipe 3-7 is penetrated tongue capsule is placed in base of dam.
The operation logic of this device is：With the flow control method of this case " using other's strength to boost yourself, control stream with stream ", water intaking on the spot is filled out
Fill material and produce gravity formation water pocket dam body, to control because, on water level, building up as filler by the use of the gravity of water and water
Water pocket gravity dam, reaches the unrestrained dike stoping water level rise from causing, and the function of capsule tongue is to be launched by under the Action of Gravity Field of steel pipe, protects
Shield earth dam is not washed away by river.
3. land water pocket cofferdam
Brief description
Fig. 3-2 is title and structure and its principle of work and power schematic diagram of land water pocket cofferdam main parts size.
In figure：Tongue capsule 3-4, shield stake 3-9, buckle steel pipe 3-10, L bracket 3-11
Specific embodiment and installation steps
3-2 below in conjunction with the accompanying drawings, former to the structure of each part in land water pocket cofferdam of this case invention, mounting means, operation
Reason and operating procedure are described in detail as follows：
The 3-2 structure in land water pocket cofferdam as shown in Figure 3 mainly by：Tongue capsule 3-4, shield stake 3-9, buckle steel pipe 3-
10 or L bracket 3-11 constitute, each parts and its function and operation logic are respectively：
Tongue capsule 3-4 is to increase lastblock cloth 3-6 composition to cylindrical gravity capsule 2-14, because of one piece of tongue strip of likeness in form
Capsule, therefore named tongue capsule.Its function be the 3-2 being mounted to water pocket land cofferdam with reference to other auxiliary members be used for draining flooded fields and stop factory,
Important place 1-6, the 1-11 such as farmland are flooded it is also possible to flow velocity is relatively slow, shallower flood for stoping.
Mounting means and operating procedure are as shown in accompanying drawing 3-2：First shield stake is implanted in ground, then use buckle steel pipe 3-10
Shield stake is connected, then the poling part of tongue capsule is hung on buckle steel pipe 3-10 one by one, finally form land to tongue capsule water filling
Water pocket cofferdam；When cannot use shield stake as hard ground, then can be with being propped up by the L-shaped that steel pipe 3-12 and plank 3-13 combine
Frame replaces.
The operation logic in land water pocket cofferdam is：With the flow control method of " the using other's strength to boost yourself, stream is controlled with stream " of this case invention,
I.e. water intaking is done packing material and is produced gravity formation water pocket cofferdam on the spot, to stop flood ponding from becoming flood or water drainage, reaches prevention
Flood invasion and attack or the flow control purpose of water drainage.
4th, marine air bag cofferdam
Brief description
Fig. 3-3 is title and structure and its principle of work and power schematic diagram of marine air bag cofferdam main parts size.
In figure：Tongue capsule 3-4
Specific embodiment and installation steps
3-3 below in conjunction with the accompanying drawings, former to the structure of each part in marine air bag cofferdam of this case invention, mounting means, operation
Reason and operating procedure are described in detail as follows：
The structure of marine air bag cofferdam 3-3 as shown in Figure 3 mainly by：Tongue capsule 3-4, plastic tube 3-14, weight 3-15
Constitute, each parts and its function and operation logic are respectively：
Tongue capsule 3-4 is to increase lastblock cloth 3-6 composition to cylindrical gravity capsule 2-14, because of one piece of tongue strip of likeness in form
Capsule, therefore named tongue capsule.Its function is to be mounted to marine air bag cofferdam 3-4 with reference to other auxiliary members, for stoping water oil stain from spreading
And collect greasy dirt.
Mounting means and operating procedure are as shown in accompanying drawing 3-3：First tongue capsule 3-4 is launched inflation, then worn with plastic tube
Enter capsule tongue 3-14, then hang up weight 3-15 and form marine air bag cofferdam.
The operation logic in marine air bag cofferdam is：With the flow control method of this case " using other's strength to boost yourself, stream is controlled with stream ", that is, on the spot
Take gas to make packing material and produce buoyancy and form marine air bag cofferdam, reach the purpose stoping greasy dirt from spreading and collect.
5th, flow control umbrella
Brief description
Accompanying drawing 4 is title and structure and its principle of work and power schematic diagram of flow control umbrella main parts size.
In figure：Flow control umbrella 4-1 be close up figure, flow control umbrella 4-2 is profile during work.
Specific embodiment and installation steps
The structure of each part of flow control umbrella 4-1 of 4 pairs of this case inventions, mounting means, operation logic and behaviour below in conjunction with the accompanying drawings
It is described in detail as follows as step：
The structure of flow control umbrella 4-1 as shown in Figure 4 mainly by：Edge capsule 4-3, stay tube 4-4, umbrella handle 4-5, skeleton 4-
6 compositions.Each parts and its function and operation logic are respectively：
Because its structure and its theory of mechanics are as umbrella, simply add individual capsule edge capsule 4-3 for controlling to umbrella cloth edge
Stream, therefore this flow control device is named as flow control umbrella；
Its function is to block submarine or naval vessel 1-2,3 or aircraft bin breakage etc..
Mounting means and operating procedure are as shown in accompanying drawing 4：Be usually in bin first will to edge capsule water-filling work gas, then
Flow control umbrella 4-1 is placed in the fluid beyond the damaged part damaging bulkhead 4-7, promotes stay tube 4-4 so that expansion bracket 4-6 is trailed
Form the flow control umbrella launching, be then aligned with broken hole, shrink back in the presence of Fluid pressure, covering broken hole completely with umbrella cover is
Standard, edge capsule under the effect of exerting oneself of current by airtight umbrella along seepage, reach the purpose of closure broken hole fluid together with umbrella cover.
The operation logic of flow control umbrella is the flow control method with this case " using other's strength to boost yourself, control stream with stream ", take on the spot gas or
Water is made material and is filled edge capsule, recycles the pressure that fluid produces so that umbrella-shaped device is sealed broken hole, stop fluid from entering bin, reaches
Purpose to closure broken hole.
6th, flow control valve
Brief description
Fig. 5 is title and structure and its principle of work and power schematic diagram of flow control valve main parts size.
In figure：Fig. 1 is the flow control valve profiles that flow control valve profile in work, Fig. 2 are in installing.
Specific embodiment and installation steps
Below in conjunction with the accompanying drawings 5, to the structure of each part of flow control valve of this case invention, mounting means, operation logic and operation
Step is described in detail as follows：
The structure of flow control valve as shown in Figure 5 mainly by：Wedge cylinder pad 5-4, wedge cylinder valve 5-7 constitute, each parts and
Its function and operation logic are respectively：
Fig. 5 is a kind of valve of the pressure automatic pipeline fluid that this case utilizes fluid generation, therefore named flow control valve.
Its function is a kind of flow control valve of automatic plugging fracture oil pipeline in the adverse circumstances such as deep-sea, solves as figure
Catastrophic failure as 1-1.
Mounting means and operating procedure are as shown in accompanying drawing 5-2：First wedge cylinder valve 5-7 is covered oil inlet pipe, then pack into wedge cylinder
Pad 5-4, then to reach wedge cylinder valve 5-7 to the mouth of pipe, is then shut off a 5-6, blocks the crude oil leakage of HTHP, if necessary
Valve interface 5-5 is connected with oil pipeline, Open valve 5-6, recovers crude oil production.
The operation logic of flow control valve is：With the flow control method of this case " using other's strength to boost yourself, stream is controlled with stream ", that is, utilize in oil pipe
High pressure crude oil pressure promote valve hoop cylinder 5-7 wale leak oil line inflexibly under the ramp effect of wedge cylinder pad 5-4, reach prevention
The purpose of pipeline crude oil leakage；Fig. 5-2-8 is to ensure that the reinforcing that it is subject to force intensity and designs is bound round to mitigate this installation weight again.
The material of this serial flow control equipment and its structure are also all similar, and multiplex greatly waterproof cloth is made to all size
Cylindrical pouch combine with cable wire steel tube prefabricated part installation constitute, as long as during use according to handled actual state, select
Corresponding pouch and its steel auxiliary member, combine and install and can use.Complete equipment is all very light brief, all can weigh
Multiple use, energy-conservation is also protected, easy and simple to handle, safe and reliable, is highly suitable for various rescue and relief works, has extremely strong popularization and application valency
Value and replicability.
Because this case invention above six technology and its flow control device operation principle be all occupy " use other's strength to boost yourself, with
Stream controls stream ", that is,：The gravity of the various energy that fluid is had in itself or fluid itself or its material use as packing material
This equipment series, reaches this total inventive concept of flow control purpose.So, according to the 31st article of first item rule of Patent Law
Fixed, above six inventions belonging to a total inventive concept can propose as a patent application.
Claims (7)
1. a kind of out of control water of control, oil, the technology of these three state species of vapour flowing formation fluid, abbreviation flow control skill
Art, according to this set of flow control know-why of this case invention, is combined with the rule of various fluids out of control and theory of mechanics, is equipped with out
Six sets of flow control devices below, respective specific structural features are as follows：
1). specially block up rivers storehouse dam burst water pocket dam, be by wrap up in head (2-1), shield stake (2-2), anchoring pile (2-3), water pocket (2-4),
Cable wire (2-11), gravity capsule (2-14), exhibition bar (2-16), the water-soluble valve (2-17) of food materials timing, slip-knot (2-18), steel ring (2-
19), hang the composition such as code (2-21)；Wrap up in head to be made up of colour bar cloth (2-7), boom (2-8) and rope (1-9)；Shield stake (2-2) is by steel
Plate and steel pipe manufacturing form；
2). stop the water pocket gravity dam of unrestrained dike, be that tongue capsule (3-4) is formed by gravity capsule (2-14), cloth (3-6), steel pipe (3-7)；
3). the land cofferdam of water drainage in time, is by tongue capsule (3-4), shield stake (3-9), buckle steel pipe (3-10) or L bracket (3-
11) constitute；L bracket (3-11) is by forming that steel pipe (3-12) and plank (3-13) combine；
4). collect greasy dirt marine air bag cofferdam, be by：Tongue capsule (3-4), plastic tube (3-14), weight (3-15) are constituted；
5). block the flow control umbrella of impaired submarine naval vessel and aircraft bin, be by：Edge capsule (4-3), stay tube (4-4), umbrella
Handle (4-5), skeleton (4-6) are constituted；
6). the flow control valve of blocking pipe fluid, be by：Wedge cylinder pad (5-4), wedge cylinder valve (5-7) are constituted；
This serial flow control technical equipment, its technology is levied and is, all by " using other's strength to boost yourself, control stream with stream " this total inventive concept, to tie
Close theory of mechanics, be equipped with the energy forming and utilizing fluid or gravity or its own material, right with cloth and steel for main material
Various fluids out of control are controlled, and are finally reached the purpose stoping disaster generation.
2. a set of flow control technology and its series equipment as claimed in claim 1, water pocket dam (2-1) described in for its feature,
The first step of stifled breach flow control is to stop the expansion burst, so head first will be wrapped up in being launched from top to down by current, then draws rope closing rope
Dam break abutment is wrapped, does not allow flood wash away dam body material again；Wrap up in head to do counter dam (1-12), stop current from being washed away
The specific purpose tool of dykes and dams；Shield stake is used for being arranged on purlin ship (1-6) pin (2-10), and the gravity by purlin ship is pressed into silt class riverbed
(or otherwise implanting in ground) produces stretching resistance, is drawn to exhibition bar (2-16), together with overlapping water pocket (1- by cable wire 2-11
10) put into torrent and be washed into water pocket dam (2-5)；Anchoring pile 1-3 then-be all difficult to the scene reaching (more for deep water (2-12) or people's car
In order to race against time), after water pocket being installed with anchoring pile in the way of dropping (2-13)；(2-5) is using torrent on water pocket dam
Impulse force and the many water pockets of flood filling form, and are that many water pockets (2-4) unit being made up of waterproof cloth increases power capsule 2-14 again and constructs
Form；The operation logic of the automatic sealing 2-15 of water pocket is：When the overlapping collection of multiple cloth bags Shu Yuzhan bar (2-16) input current
Afterwards, when each cloth bag is filled with water to design requirement naturally, the water-soluble valve (2-17) of food materials timing departs from and pulls open slip-knot (2-18), supports mouth
Steel ring 2-19 depart from, moved in the presence of current by the cloth bag of sufficient water, water pocket mouth tightened by steel wire rope (2-20) and by
Hang code (2-21) to pin；It is higher than the water surface that weight bag (2-14) water filling, compressing water pocket afterbody position make the front end on water pocket dam, and water pocket dam is built
Become.
3. a set of flow control technology and its series equipment as claimed in claim 1, water pocket gravity dam (3- described in for its feature
1) it is, that formation water pocket gravity dam (3-1) in capsule is injected in water intaking on the spot, be mainly used in stoping river from overflowing dike (1-13) it is also possible to build
Become the more slow breach in cofferdam (1-11), closure current.
4. a set of flow control technology and its series equipment as claimed in claim 1, land water pocket cofferdam described in for its feature
(3-2), first shield stake is implanted in ground, then uses buckle steel pipe (3-10) to connect shield stake, then the poling part one by tongue capsule
One hangs on buckle steel pipe (3-10), finally forms land water pocket cofferdam to tongue capsule water filling；In case of hard ground cannot make
With during shield stake, then being replaced with L bracket.
5. a set of flow control technology and its series equipment as claimed in claim 1, marine air bag cofferdam described in for its feature
(3-3), first tongue capsule (3-4) is launched inflation, then penetrate capsule tongue (3-14) with plastic tube, then hang up weight (3-15) and formed
Marine air bag cofferdam.
6. a set of flow control technology and its series equipment as claimed in claim 1, flow control umbrella (4-1) described in for its feature,
In bin, first give edge capsule water-filling or inflation, then flow control umbrella (4-1) is placed in beyond the damaged part damaging bulkhead (4-7)
In fluid, promote stay tube (4-4) so that expansion bracket (4-6) is trailed and form the flow control umbrella launching, be then aligned with broken hole, in fluid pressure
Shrink back in the presence of power, broken hole is covered completely by umbrella cover and is defined, airtight umbrella edge is oozed under the effect of exerting oneself of current by edge capsule
Leakage, reaches the purpose of closure broken hole fluid together with umbrella cover.
7. a set of flow control technology and its series equipment as claimed in claim 1, its feature described in one flow control valve (5-
2), wedge cylinder valve (5-7) is covered oil inlet pipe, then wedge cylinder pad (5-4) set oil inlet pipe will be packed into, then to reach wedge cylinder valve (5-
7) to the mouth of pipe, finally close valve (5-6), the pressure of high pressure crude oil promotes wedge cylinder valve (5-7) the inclined-plane in wedge cylinder pad 5-4
Wale leak oil line under effect inflexibly, reach the purpose stoping pipeline crude oil leakage, valve interface (5-5) and oil pipeline if necessary
Be connected, Open valve (5-6), recover crude oil production.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610545100.1A CN106436649A (en) | 2016-07-04 | 2016-07-04 | Flow control technology and series equipment thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610545100.1A CN106436649A (en) | 2016-07-04 | 2016-07-04 | Flow control technology and series equipment thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106436649A true CN106436649A (en) | 2017-02-22 |
Family
ID=58183434
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610545100.1A Pending CN106436649A (en) | 2016-07-04 | 2016-07-04 | Flow control technology and series equipment thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106436649A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107558439A (en) * | 2017-09-20 | 2018-01-09 | 董兰田 | The traction of 3 points of two sides is thrown floats pier anchor closure torrent dam break breach method admittedly |
| CN108104049A (en) * | 2017-12-18 | 2018-06-01 | 珠江水利委员会珠江水利科学研究院 | A kind of unidirectional flow control device for river cross-section |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0920284A (en) * | 1995-07-05 | 1997-01-21 | Modetsuku:Kk | Oil recovery device having draft regulating device |
| CN2589509Y (en) * | 2002-05-24 | 2003-12-03 | 王晓晔 | Water-filling rubber dike |
| CN101709575A (en) * | 2009-06-23 | 2010-05-19 | 谢文玉 | Serial equipment and auxiliary devices for quickly fighting floods, providing disaster relief and preventing marine perils from happening and application thereof |
| CN203569525U (en) * | 2013-12-06 | 2014-04-30 | 林鹏 | Emergency flexible water injection bag regulating dam device |
| CN205205777U (en) * | 2015-11-23 | 2016-05-04 | 湖北华舟重工应急装备股份有限公司 | Fill emergent flood control dykes and dams of ability of swimming |
-
2016
- 2016-07-04 CN CN201610545100.1A patent/CN106436649A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0920284A (en) * | 1995-07-05 | 1997-01-21 | Modetsuku:Kk | Oil recovery device having draft regulating device |
| CN2589509Y (en) * | 2002-05-24 | 2003-12-03 | 王晓晔 | Water-filling rubber dike |
| CN101709575A (en) * | 2009-06-23 | 2010-05-19 | 谢文玉 | Serial equipment and auxiliary devices for quickly fighting floods, providing disaster relief and preventing marine perils from happening and application thereof |
| CN203569525U (en) * | 2013-12-06 | 2014-04-30 | 林鹏 | Emergency flexible water injection bag regulating dam device |
| CN205205777U (en) * | 2015-11-23 | 2016-05-04 | 湖北华舟重工应急装备股份有限公司 | Fill emergent flood control dykes and dams of ability of swimming |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107558439A (en) * | 2017-09-20 | 2018-01-09 | 董兰田 | The traction of 3 points of two sides is thrown floats pier anchor closure torrent dam break breach method admittedly |
| CN108104049A (en) * | 2017-12-18 | 2018-06-01 | 珠江水利委员会珠江水利科学研究院 | A kind of unidirectional flow control device for river cross-section |
| CN108104049B (en) * | 2017-12-18 | 2023-08-18 | 珠江水利委员会珠江水利科学研究院 | Unidirectional flow control device for river section |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US8226325B1 (en) | Wave suppressor and sediment collection system | |
| CN104372803B (en) | Dyke reinforcement assembled moving cofferdam | |
| CN109440730B (en) | Dykes and dams breach plugging device convenient to transport fast | |
| CN204238174U (en) | A kind of constitutive element dam of shutoff flood dyke breaking | |
| CN205530139U (en) | Dykes and dams cut flow net | |
| CN106939581A (en) | A kind of the interception net and its construction method of the mouth that inrushed for dykes and dams | |
| CN103993605B (en) | Blow the method for filling device filling mud filling tube bag with arranging ship boat-carrying and blow filling device | |
| CN108104058A (en) | A kind of dykes and dams flood crevasse plugging device and its method for blocking | |
| CN106436649A (en) | Flow control technology and series equipment thereof | |
| CN100485138C (en) | Suspended submarine tunnel | |
| CN205475127U (en) | Dykes and dams super -standard flood flood diversion siphon pipe racks | |
| CN105714740B (en) | Dyke fast blockage equipment | |
| CN204238233U (en) | Dyke reinforcement assembled moving cofferdam | |
| CN107059792B (en) | A kind of dykes and dams loophole plugging device | |
| CN215052630U (en) | Lead wire mesh and geotextile composite earth-rock overlong pillow root fixing structure for yellow river emergency | |
| CN210827315U (en) | Plugging device for plugging dike breach by utilizing natural water energy | |
| JP2006249914A (en) | Tidal wave breakwater | |
| CN207714256U (en) | A kind of dykes and dams flood crevasse plugging device | |
| CN115288081B (en) | Rivers burst pipe emergency rescue device and method | |
| CN212612293U (en) | Framework-detachable anti-floating water-blocking infiltration blocking blanket | |
| CN1651658A (en) | Flood proof leak proof drought proof bag and matched reinforcing bar cage, steal girder net structure | |
| CN1125902C (en) | Floating and choking river-damming method | |
| CN214737814U (en) | Self-seeking embankment leakage blocking device | |
| CN218060134U (en) | Novel flood control closure device | |
| CN101709575B (en) | A kind of serial equipment and servicing unit and application of stoping the perils of the sea to occur of fast fighting flood and relieve victims |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170222 |