CN1606649A - Suction manifold for dredging - Google Patents

Suction manifold for dredging Download PDF

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Publication number
CN1606649A
CN1606649A CN 02825794 CN02825794A CN1606649A CN 1606649 A CN1606649 A CN 1606649A CN 02825794 CN02825794 CN 02825794 CN 02825794 A CN02825794 A CN 02825794A CN 1606649 A CN1606649 A CN 1606649A
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CN
China
Prior art keywords
suction channel
import
pipe
water
outer sleeve
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.)
Granted
Application number
CN 02825794
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Chinese (zh)
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CN100469977C (en
Inventor
汤姆·雅各布森
泰耶·法格沃尔
居纳尔·法格沃尔
奥拉夫·克瓦尔沃格
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GTO Subsea AS
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GTO Subsea AS
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Publication date
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Publication of CN1606649A publication Critical patent/CN1606649A/en
Application granted granted Critical
Publication of CN100469977C publication Critical patent/CN100469977C/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/88Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
    • E02F3/90Component parts, e.g. arrangement or adaptation of pumps
    • E02F3/92Digging elements, e.g. suction heads

Abstract

Suction manifold for let dredging comprising two inlets or two sets of inlets (1, 2), a first, lower inlet or set of inlets (1) is arranged at or near the lower end of the suction manifold and being adapted to suck up sediments from the bottom together with some amounts of water while the second, upper inlet or set of inlets (2) is arranged at a vertical distance above the first inlet or set of inlets (1) and being adapted to suck in only water. The suction manifold comprises an inner tube (3) adapted to transport water and sediment, the upper end of which is adapted for being connected to a suction hose of approximately the same diameter, the lower part of said inner tube being enveloped by a casing (4) so that a substantially annular void (5) is defined between the lower part of said inner tube (3) an said casing (4). At least one opening forming upper inlet (2) is arranged at the upper end of the casing (4) into the void (5), while inlet (1) is arranged at the lower part of the tube (3) by an at least partly open axial end of tube (3), while also the casing (4) is open in the direction of an axial extension of the tube (3).

Description

The suction channel that is used to dredge
Technical field
The present invention is relevant to be used to dredge suction channel at seabed reservoir etc.The relevant suction channel that is used to dredge of the present invention more particularly, described pipeline comprises two imports or two groups of imports, first import or import group are set at or near the foot of dredger and be suitable for extracting out with a certain amount of water from the seabed with deposit, second import or import group are arranged on apart from first import or import group one vertical distance, and are suitable for only pump up water.
Background technology
Wish in many cases to remove deposit from the zone in seabed.These situations may be at the harbour, the deposit zone of navigation channel or pollution.May wish underwater other position precipitation deposit or may precipitate deposit on the coast or before being deposited the purifying deposit more convenient.
Mainly on rural water resource ground, being full of deposit basically reaches the degree that water capacity is diminished with comprising a large amount of deposit while water resources there in river there in addition.If deposit may influence stability, obstruction sluice gate/passage etc. and contain water sediment and enter the wearing and tearing that power plant will cause undesirable turbine in addition.Deposit may have from ratchel and so on to the form of fine grained mud and clay very.
When dredging by suction channel, the primary importance that this pipeline is placed on the qualification in seabed contacts with deposit, and will suct deposit and make the bottom form a pitfall.How much this depends in the sedimental loose or degree closely of particular locations.When pitfall become dark and its wall when steep deposit around the pitfall will finally begin to fall into pitfall.Sometimes a large amount of deposits fall into pitfall under without any the situation of early warning, and this just causes filling up suction channel and/or makes suction channel become obstruction.
In order to dredge the special suction channel that once proposes a kind of picture Saxphone head.This saxophone head is the known example of first suction channel, this pipeline has two imports or two groups of imports, this first import or import group are set at or near the foot of pipeline and be suitable for sucting from the bottom deposit and a certain amount of water, and second import or import group are set at a vertical distance above described first import or the import group and are suitable for only sucting water.This suction channel has the following advantages, and it is self-control to the sedimental concentration that will drink up to a great extent, so it may not consider to make the low-risk of stopping up or losing its efficient to a great extent.It has the bigger shortcoming of volume ratio on the other hand, and synchronous deposits must betransported through crooked pipeline, and has bulky grain may block the risk of pipeline.This device is not to adapt to particularly well to the scene dredging in addition.
Great changes have taken place for the situation that special problem is the seabed, so that the suction channel of working well in loose deposit can not be worked in more closely knit deposit usually.Therefore limit the ability of regulating suction properties with the seabed situation, and more far better for saxophone head than traditional pipeline.The advantage of this pipeline can be summarized as follows: when the deposit in pipeline and hose/tube had high concentration, the speed in the pipeline reduced, thereby its suction force is reduced.Therefore more a spot of deposit and drunk up in next time interval than relatively large water.Therefore the sedimental concentration in pipeline and the pipe reduces, and speed just increases and suction force increases again.Suction force herein means that there is the pressure lower than atmospheric pressure in the deposit import department at pipeline.
If in the surface is the hard earth's crust, this saxophone head can not be well suited to penetrate this duricrust, to enter the loose deposit that is easier to drink up.
The patent application No.120070 of Denmark introduces a kind of aspirator for the dredging underwater sediment(s), and it comprises the pipeline with two imports.Basically a sleeve encirclement interior pipe always that seals, this sleeve has two openings in the top, goes out from jet surface under pressure by this opening water.Near the lower end of sleeve, have one enter in the hole of pipe, length of pipe is scalable adjusting in this.Down force pipeline to enter in working order near in the sedimental part of pipeline and make its fluidisation by the pressure of supply water that uses super large, after this deposit with a certain amount of water be sucked/pump draws up next.The shortcoming of this device is that it comprises that it needs to safeguard that a system that supplies water will be arranged in addition under pressure the movable member that may get clogged simultaneously.
Summary of the invention
Therefore the purpose of this invention is to provide a kind of suction channel that is used to dredge, it can be largely with respect to the sedimental concentration self-control that will drink up, and this just might handle the bulky grain of large diameter image-stone piece and not have the risk of cramming.
Another object of the present invention just provides a kind ofly to be had more small-sized and can pass through the suction channel that Remote Control Vehicle (ROV) is controlled easily.
A further object of the present invention just provides a kind of above-mentioned suction channel, and it can penetrate the top of the common denser layer in seabed, therefore can dredge below sedimental and than the pine layer.
Above-mentioned purpose is to realize by a kind of suction channel of the feature that begins described pattern and limited by claim 1.
The preferred embodiments of the present invention are disclosed by dependent claims.
The place different with known saxophone head is the deposit layer that can penetrate denser according to suction channel of the present invention.It represents the good characteristic common with saxophone head simultaneously, i.e. self-control to a great extent, therefore after the cycle that relatively large deposit has been drunk up, followed by being a cycle that a small amount of deposit will be drunk up, cause the sedimental concentration in the pipe 3 near normal level, to fluctuate.
Because its more small-sized design can be regulated and be controlled according to dust collecter of the present invention by ROV, so it can easy control and with hi-Fix.This pattern for some dredging situation is very important, and may not need accurate control in other situation.Therefore generally better according to suction channel of the present invention unlike saxophone head, but it is reasonable in accuracy and mobility are the situation of dredging work of vital factor.An example of this dredging is to implement dredging to be deposited target or the zone that thing covers to expose some, such as the sluice mouth, be used for the pipe or the miscellaneous equipment that are associated with dam device or other seabed installation.
Detailed design according to suction channel of the present invention can change, but comprises that one mainly is the portion that extends axially of straight suction tube or flexible pipe when preferably this suction channel is straight basically when being connected to a pipe.
Pipe and restriction had this simple and regular shape around interior tube space in this outer sleeve surrounded, and promptly its profile is cylindrical basically, is easily.Keep sleeve can design with many diverse ways with respect to the interior space element or the support component of pipe in a permanent position.This element can be described sleeve to be installed to device on the pipe, for example can comprise screw, bolt, rivet, adhering device, welding, brazing or other method.The present invention be not limited to any to sleeve this fastener or the specific process of the setting of escapement.
In fact might replace the part of sleeve with special pipe etc., this special pipe parts ground is provided with along " interior " pipe, and because of rather than in the whole zone from the upper inlet to the lower inlet, center on or encase in this and manage.Such scheme is equivalent with the technical scheme based on the power of the surging principle identical with the preferred embodiments of the present invention time the described herein.
Can be different from simply cylindrically slightly at its lower end sleeve, for example be the cross section of the size of the cross section of pipe in approach of band taper, and the while may be strengthened and/or be provided with a wall or tooth is set is suitable for breaking through closely knit deposit layer.Therefore the lower limb of this outer sleeve can be provided with annular lip, and it comprises the nozzle that is connected on the device that supplies water under pressure, and might high pressure washing away does not have it just to be difficult to penetrate the place in seabed.
Description of drawings
Fig. 1 a is the longitudinal section in one embodiment of the invention of mode of operation,
Fig. 1 b is the sectional elevation of the amplification of the pipeline among the Fig. 1 that dissects along the II-II line,
Fig. 2 a is the longitudinal section according to the different embodiment of pipeline of the present invention,
Fig. 2 b is the sectional elevation of amplification of the pipeline of Fig. 2 a of dissecing along the II-II line,
Fig. 3 is the longitudinal section of another embodiment of the present invention,
Fig. 4 a still is the longitudinal section of another embodiment of the present invention,
Fig. 4 b is the end-view according to the embodiment of Fig. 4.
The specific embodiment
Fig. 1 a represents that according to suction channel of the present invention this suction channel comprises interior pipe 3 and one outer sleeve 4 of the interior and external boundary that defines annular space 5.The bottom of suction channel be provided with one enter in pipe 3 opening 1, described opening has the cross sections identical or approximate with interior pipe 3.At least one opening that enters space 52 is set in the upper end of outer sleeve 4.By can guaranteeing opening 2 usually with a pump up water at the relevant vertical stretch that uses or answer use to insert sleeve, and opening 1 aspirates up a certain amount of water and deposit.On the top of pipeline, interior pipe 3 is connected with a suction hose 6, carries deposit so that further handle or leave in some other place by this suction hose 6.
Fig. 1 b is the sectional elevation along the suction channel of I-I line of Fig. 1 a.There are 4 imports 2 to enter space 5 for illustrated embodiment.This illustrated embodiment comprises 8 combination members 8 that are used for outer sleeve 4 and interior pipe 3 are combined and define opening 2.This combination member 8 can have a limited vertical stretch, and this vertical stretch can have the extension of complete correspondence or basic corresponding outer sleeve extension, so this space 5 is separated into the chamber that separates of respective number.Also having a selection is exactly not in the top of outer sleeve, but relatively leaning on the lower end, supporting member is set.Also have a selection promptly to use greater or less than 4 supporting members.
Usually determine and the cross-sectional area of design space 5 and upper shed 2 and under shed 1 to determine suction force and to enter relation between the water yield of upper shed 2.
Fig. 2 a and 2b represent another embodiment according to suction channel of the present invention.Difference is not very big, is partly sealed the opening 2 that enters space 5 with restriction by " lid " 7 at upper area between outer sleeve 4 and interior pipe 3 simultaneously.Also have another lid of selecting just to be to use band valve (not shown), be arranged to when remote-controlled when valve, the size that allows opening 2 according to the area that uses or even in working order under can change.This valve can select to be designed to " safety valve ", and it is just opened when the pressure that is lower than atmosphere becomes enough big.
Fig. 3 represents the details according to the additional selection of suction channel of the present invention.The lower limb of outer sleeve 4 is provided with a particular edge 9 that is suitable for penetrating hard especially deposit layer herein.Replace level and smooth edge, can use tooth, can be replaced fully seriatim or in groups during these odontotripsises.
Replace or remove outside this edge or this tooth, the same area of suction tube also can be provided with nozzle 11 and wash away deposit with high pressure, and is as shown in Figs. 4a and 4b, so that loose hard or closely knit especially deposit layer.These nozzles can be arranged on an annular lip 10 of opening 1, can be provided with a kind of like this mode simultaneously, even water jet is internally managed 3 vertically directions mutually when work, shown in arrow among Fig. 4 a.
The end view of suction channel among Fig. 4 b presentation graphs 4a has around the nozzle 11 of opening 1 around the arbitrary number of annular lip 10 distributions.Owing to be included in or near the pressure water supplying mean at suction channel place, thus usually the structure of Fig. 4 a and 4b complexity is a bit slightly than other illustrated embodiment.
Wherein the advantage according to device of the present invention is, to its simplest form, device is bag also But draw together any dynamic component, simultaneously only by means of the power principle work of simply surging. Device does not need Supply pressure water is if use pressure water or broken closely knit the sinking of mechanical device for some purpose Long-pending thing piece also is easily.
Claims
(according to the modification of the 19th of treaty)
1. suction channel that is used to dredge, described pipeline comprises two imports or two groups of imports (1,2), first import or lower inlet or import group (1) are set at or near the lower end of suction channel, and be suitable for the deposit of bottom is drunk up with a certain amount of water, second import or upper inlet or import group (2) are set at a vertical distance of first import or import group (1) top and only are suitable for sucking water, this suction channel comprise be suitable for transporting water and sedimental one in the pipe (3), should be suitable for being connected to the suction hose that is similar to same diameter in interior upper end of managing (3), the bottom of pipe is encased by an outer sleeve (4) in described, make in described qualification one columniform basically space (5) between bottom and the described encirclement sleeve (4) of pipe (3), it is characterized in that by upper inlet or upper inlet group (2) and lower inlet or lower inlet group (1) this space (5) open water on every side.
2. according to the described suction channel of claim 1, it is characterized in that this suction channel is straight basically.
3. according to the described suction channel of claim 1, it is characterized in that the outer sleeve (4) that surrounds is columniform basically.
4. according to the described suction channel of claim 1, it is characterized in that described pipeline is included in the device (10,11) that high voltage external that suction channel lower inlet (1) locates is washed away.
5. according to the described suction channel of claim 1, it is characterized in that described device comprises an edge (9) that has for the tooth of the bonded deposit's thing that penetrates its lower end.
6. according to the described suction channel of claim 1, it is characterized in that upper shed (2) is provided with an adjustable valve.
7. according to the described suction channel of claim 1, it is characterized in that upper shed is provided with a normally closed valve, this set when the pressure that is lower than atmospheric pressure reaches predeterminated level valve is just opened.

Claims (7)

1. suction channel that is used to dredge, this pipeline comprises two imports or two groups of imports (1,2), first import or lower inlet or import group (1) are set at or near the lower end of suction tube, and be suitable for the deposit of bottom is drunk up with a certain amount of water, second opening or upper inlet or import group (2) are set at first import or the above vertical distance of import group (1), and only be suitable for sucking water, this suction channel comprises that one is suitable for transporting water and sedimental interior pipe (3), the upper end of pipe is suitable for being connected to a suction hose of approximate same diameter in being somebody's turn to do, the bottom of pipe is encased by an outer sleeve (4) in described, therefore in described, limit an annular basically space (5) between the bottom of pipe (3) and the described outer sleeve that encases (4), it is characterized in that at least one opening that forms upper inlet (2) is set at the upper end that outer sleeve (4) enters space (5), import simultaneously (1) is set at the bottom of interior pipe (3), near the axial end portion of the interior pipe (3) that partially opens at least, outer sleeve (4) opens wide in an axially extended direction of interior pipe (3) simultaneously.
2. according to the described suction channel of claim 1, it is characterized in that this suction channel is straight basically.
3. according to the described suction channel of claim 1, it is characterized in that the outer sleeve (4) that surrounds is columniform basically.
4. according to the described suction channel of claim 1, it is characterized in that described pipeline is included in the device (10,11) that high voltage external that suction channel lower inlet (1) locates is washed away.
5. according to the described suction channel of claim 1, it is characterized in that described device comprises an edge (9) that has for the tooth of the bonded deposit's thing that penetrates its lower end.
6. according to the described suction channel of claim 1, it is characterized in that upper shed (2) is provided with an adjustable valve.
7. according to the described suction channel of claim 1, it is characterized in that upper shed is provided with a normally closed valve, this set when the pressure that is lower than atmospheric pressure reaches predeterminated level valve is just opened.
CNB028257944A 2001-12-21 2002-12-20 Suction manifold for dredging Expired - Fee Related CN100469977C (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NO20016361 2001-12-21
NO20016361A NO318582B1 (en) 2001-12-21 2001-12-21 Suction head for dredging

Publications (2)

Publication Number Publication Date
CN1606649A true CN1606649A (en) 2005-04-13
CN100469977C CN100469977C (en) 2009-03-18

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CNB028257944A Expired - Fee Related CN100469977C (en) 2001-12-21 2002-12-20 Suction manifold for dredging

Country Status (7)

Country Link
JP (1) JP4322679B2 (en)
CN (1) CN100469977C (en)
AU (1) AU2002351526A1 (en)
CR (1) CR7376A (en)
GB (1) GB2401624B (en)
NO (1) NO318582B1 (en)
WO (1) WO2003056107A1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101560781B (en) * 2009-05-19 2011-03-23 俞建国 A dredging sucker
CN102505723A (en) * 2011-12-02 2012-06-20 辽宁东工装备制造有限公司 High-efficiency pollution-free spraying-sucking type underwater sediment graded collecting device
CN102943453A (en) * 2012-11-05 2013-02-27 葛加君 Wind energy desilting construction method for ports and waterways
CN104831770A (en) * 2015-05-26 2015-08-12 李萍 Sand pumping method, sand pumping system and sand pumping water suction head thereof

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2941719B1 (en) * 2009-02-04 2011-12-30 Paul Farenc PNEUMATIC SUCTION ROD
NO20111113A1 (en) * 2011-08-10 2013-02-11 Jarala As Device for use in dredging
NO343970B1 (en) 2017-07-10 2019-08-05 Jarala As Device for removing sediments from inside piles

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US780027A (en) * 1902-05-17 1905-01-17 Joseph Edwards Dredging apparatus.
GB527797A (en) * 1938-06-09 1940-10-16 Smit & Zoon S Scheeps En Werkt Improvements in and relating to the suction tube of suction dredgers
CH273329A (en) * 1947-09-19 1951-02-15 Wildi Karl Hydraulic jet device for mining and conveying minerals, sand, gravel, mud, etc.
BE558230A (en) * 1957-06-08 1957-12-09 Entpr S Decloedt & Fils Dredging facility
GB837669A (en) * 1958-12-05 1960-06-15 Blankevoort En Zoon N V D A method and apparatus for suction dredging
NL6714009A (en) * 1967-10-16 1969-04-18
NL147218B (en) * 1967-10-16 1975-09-15 Spanstaal METHOD AND SUCTION DREDGING INSTALLATION FOR SUCTIONING OF DREDGERS.
NL6714007A (en) * 1967-10-16 1969-04-18
JPS58222228A (en) * 1982-06-17 1983-12-23 Hakko Co Ltd Vacuum discharger of soil and sand

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101560781B (en) * 2009-05-19 2011-03-23 俞建国 A dredging sucker
CN102505723A (en) * 2011-12-02 2012-06-20 辽宁东工装备制造有限公司 High-efficiency pollution-free spraying-sucking type underwater sediment graded collecting device
CN102943453A (en) * 2012-11-05 2013-02-27 葛加君 Wind energy desilting construction method for ports and waterways
CN102943453B (en) * 2012-11-05 2014-08-13 葛加君 Wind energy desilting construction method for ports and waterways
CN104831770A (en) * 2015-05-26 2015-08-12 李萍 Sand pumping method, sand pumping system and sand pumping water suction head thereof

Also Published As

Publication number Publication date
JP2005513314A (en) 2005-05-12
WO2003056107A1 (en) 2003-07-10
JP4322679B2 (en) 2009-09-02
GB2401624A (en) 2004-11-17
GB2401624B (en) 2005-11-16
WO2003056107A8 (en) 2004-02-12
CN100469977C (en) 2009-03-18
GB0413933D0 (en) 2004-07-21
NO318582B1 (en) 2005-04-11
CR7376A (en) 2004-11-17
NO20016361L (en) 2003-06-23
NO20016361D0 (en) 2001-12-21
AU2002351526A1 (en) 2003-07-15

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Granted publication date: 20090318

Termination date: 20131220