CN100549302C - Fishway block - Google Patents

Fishway block Download PDF

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Publication number
CN100549302C
CN100549302C CNB200580043721XA CN200580043721A CN100549302C CN 100549302 C CN100549302 C CN 100549302C CN B200580043721X A CNB200580043721X A CN B200580043721XA CN 200580043721 A CN200580043721 A CN 200580043721A CN 100549302 C CN100549302 C CN 100549302C
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CN
China
Prior art keywords
demarcation strip
fishway block
limbers
separately
sidewall paneling
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Expired - Fee Related
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CNB200580043721XA
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Chinese (zh)
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CN101084347A (en
Inventor
姜湳
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Individual
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Individual
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Priority claimed from KR1020050109435A external-priority patent/KR100592975B1/en
Application filed by Individual filed Critical Individual
Publication of CN101084347A publication Critical patent/CN101084347A/en
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Publication of CN100549302C publication Critical patent/CN100549302C/en
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B8/00Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
    • E02B8/08Fish passes or other means providing for migration of fish; Passages for rafts or boats
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B8/00Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
    • E02B8/08Fish passes or other means providing for migration of fish; Passages for rafts or boats
    • E02B8/085Devices allowing fish migration, e.g. fish traps
    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01KANIMAL HUSBANDRY; CARE OF BIRDS, FISHES, INSECTS; FISHING; REARING OR BREEDING ANIMALS, NOT OTHERWISE PROVIDED FOR; NEW BREEDS OF ANIMALS
    • A01K61/00Culture of aquatic animals
    • A01K61/70Artificial fishing banks or reefs
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C1/00Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
    • B66C1/10Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
    • B66C1/62Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/02Stream regulation, e.g. breaking up subaqueous rock, cleaning the beds of waterways, directing the water flow
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/14Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/60Ecological corridors or buffer zones

Abstract

The present invention relates to a kind of Fishway block, even can the fish a little less than the swimming ability also can easily upstream be moved with the downstream by reducing water velocity.Described Fishway block comprises base plate (13), be installed in the sidewall paneling (14a on each side of base plate (13), 14b), and at sidewall paneling (14a, install 14b) with across a plurality of demarcation strips of base plate (13) (15a, 15b, 15c), demarcation strip (15a, 15b 15c) has limbers separately (16a, the 16b that fish can pass through, 16c), limbers (16a, 16b, the height difference of position 16c) wherein, make described location track form zigzag, and near the size of the described limbers that near the size of the described limbers that forms the corresponding demarcation strip lower end forms less than the upper end at corresponding demarcation strip.Described Fishway block further comprises fish pass size Control mechanism and the level controling mechanism that is used to adjust the fish pass size.

Description

Fishway block
Technical field
The present invention relates to a kind of Fishway block.More specifically, the present invention relates to be installed in the Fishway block on dam, embankment or the reservoir, thus the speed of the current that are used to slow down and make fish swim across dam, waterfall, culvert and other obstructions can easily to move to upstream or downstream.
Background technology
Usually, fish pass need be installed in transverse structure on the transversary as dam or horizontal dam of river, brook, streams or other water channels.According to Korea S's fishery conservation method, fish pass need to be installed with the protection ecosystem, and in the time of the transversary that makes up across river or streams, to be allowed the fish migration, with reference to inland fishery method implementing regulations, it relates to forbids that fish pass stops.
Simple in structure according to traditional fish pass that the fishery conservation method is installed, it is installed on dam or the horizontal dam to allow water to flow to the downstream by dam or horizontal dam.
Summary of the invention
The tradition fish pass is simple in structure, allows water to flow to the downstream by the barrier structure as dam or horizontal dam from the upstream in river.Therefore, although a kind of possibility be when water-head excessive or water-head is very little and under the situation that water velocity is too high fish can not move to the upstream along traditional fish pass.
Therefore, the fish residence point that can install on dam as the fish spawning pond substitutes fish pass.Yet, rainy season water level can increase suddenly and surpass safety level, make the water of thousands of tons drain from dam, cause fish is occupied the breaking-up of point.In a word, because relevant technology barrier, traditional fish pass is ineffective.
In order to realize top purpose, according to an aspect of the present invention, provide a kind of Fishway block, comprising: base plate; Be installed in the described base plate sidewall paneling on the side separately in parallel with each other; And being arranged on a plurality of demarcation strips on the described base plate, each described demarcation strip extends to another sidewall paneling from one of described sidewall paneling, and each demarcation strip has the limbers; Wherein, the position of the described limbers of each demarcation strip forms zigzag, and the size near the described limbers that near the size of the described limbers that forms the corresponding demarcation strip lower end forms less than the upper end at corresponding demarcation strip slows down in order to the flow velocity that will introduce the water in the compartment that forms between each adjacent separator plates.
According to a further aspect in the invention, provide a kind of Fishway block, comprising: base plate; Be installed in the described base plate sidewall paneling on the side separately in parallel with each other; And being arranged on a plurality of demarcation strips on the described base plate, each described demarcation strip extends to another sidewall paneling from one of described sidewall paneling, and each demarcation strip has the limbers; Wherein, form zigzag, make that the current of introducing in the described compartment that forms between the described demarcation strip are slowed down, and water compiles and is stored in the described compartment that forms between the described demarcation strip in the position of vertical direction and the above limbers of horizontal direction.
In accordance with a further aspect of the present invention, provide a kind of Fishway block, comprising: base plate; Be installed in the described base plate sidewall paneling on the side separately in parallel with each other; And being arranged on a plurality of demarcation strips on the described base plate, each described demarcation strip extends to another sidewall paneling from one of described sidewall paneling, and each demarcation strip has the limbers; Wherein, described demarcation strip has fish pass size Control mechanism, is used to adjust the size of limbers, each limbers be allow fish pass through and upstream with the passage of downstream migration.
Fishway block of the present invention has following feature.
At first, Fishway block comprises transverse to the river and has one or more demarcation strips of limbers separately that the limbers of demarcation strip is immersed in the water, makes that the water velocity in the water channel slows down.As a result, also can easily upstream move even have the fish of weak swimming ability by this Fishway block with the downstream.
The second, described Fishway block comprises base plate, sidewall paneling and demarcation strip, since very heavy, so they can prepare separately, make described Fishway block can easily assemble, dismantle and under disassembly status, transport.
The 3rd, the described Fishway block current that can slow down, and reduce the water yield that flows through fish pass, because the position of the limbers on the demarcation strip is different with size.And described Fishway block can reduce the loss of retaining in the reservoir.
The 4th, described Fishway block comprises fish pass size Control mechanism, is used to adjust the size of fish pass, the size of limbers on the demarcation strip just, and fish can upstream move with the downstream by the limbers; And level controling mechanism, be used for being adjusted at the water level of the water that the compartment that forms between the adjacent separately demarcation strip stores, even the size by adjusting the limbers of demarcation strip separately and adjust the water level that is stored in the water in the described compartment, make that very a spot of water is introduced in the described compartment, also can remain on the water level of the water of storing in the compartment that forms between the adjacent separately demarcation strip.Therefore, described Fishway block can dynamically adapting environment change the water velocity in river, and keeps fish pass always open, even the discharge that flows into Fishway block seldom.
The 5th, described Fishway block further comprises the place ahead that is arranged in the foremost demarcation strip or is arranged in current deceleration part between the adjacent separator plates, flow into water velocity in the described Fishway block in order to main reduction, even can allow the weak fish of swimming ability easily to pass through by this.
The 6th, described Fishway block is included in sidewall paneling, demarcation strip and the lip-deep heater of current deceleration part, is used to prevent winter or at the cold district water freezing, prevents that by this described Fishway block is by bursting by freezing.
Can be clear by top description, Fishway block according to the present invention has following advantage.
At first, the position of the limbers on the adjacent separator plates changes, and that is to say, the height of the position of limbers has zigzag and arranges.And current deceleration part is between demarcation strip the place ahead, foremost and demarcation strip.By these structures, water velocity significantly reduces, because water flows after water temporarily stores between the adjacent separator plates in the compartment, even make the weak fish of swimming ability also can upstream move with the downstream.
The second, when water overflow along near the upper end that is formed with the demarcation strip of limbers the demarcation strip lower end, the water that is stored in the downstream part intermittently landed, and produces bubble by this.The result provides sufficient oxygen for the biology in the water, and set up microorganism can survival environment.
The 3rd, because demarcation strip and sidewall paneling have draw ring separately, therefore described Fishway block is installed easily.And adjacent Fishway block makes described Fishway block to install easily and securely to be fixed on the installation surface by the bolton combination.
The 4th, under the situation that sidewall paneling and demarcation strip are prepared respectively to install then, described Fishway block is easily from the haulage truck loading and unloading, and can effectively transport.And owing to can locally replace, the maintenance of Fishway block is easy.
According to the principal character of Fishway block of the present invention is to keep water velocity constant and slow down, and upstream moves with the downstream to allow the fish a little less than the swimming ability.
And, because described Fishway block has the heater of the selection part that covers sidewall paneling, demarcation strip and current deceleration part, prevented because the Fishway block bursting by freezing that causes at cold snap or cold district water freezing.
Description of drawings
Fig. 1 is the phantom drawing according to the Fishway block of one embodiment of the present invention;
Fig. 2 is the phantom drawing of Fishway block shown in Figure 1, and wherein two Fishway blocks are connected to each other with the lengthening fish pass;
Fig. 3 is the phantom drawing of Fishway block shown in Figure 2, and wherein sidewall paneling is excised from Fishway block;
Fig. 4 is the cross-sectional view along the Fishway block of the straight line that passes through the center, limbers;
Fig. 5 is mounted in the phantom drawing of the Fishway block under the state on the horizontal dam;
Fig. 6 is by the view of the Fishway block under the crane lifting state;
Fig. 7 is the phantom drawing of the Fishway block of other embodiment according to the present invention to Fig. 9;
Figure 10 and Figure 11 are the views of the part of the Fishway block of another embodiment according to the present invention;
Figure 12 is the cross-sectional view of the Fishway block of the line A-A in Figure 11;
Figure 13 is the phantom drawing of Fishway block shown in Figure 10, and sidewall paneling and fish pass size Control mechanism are removed;
Figure 14 is the exploded view of Fishway block shown in Figure 13, shows fish pass size Control mechanism especially;
Figure 15 is the exploded view of Fishway block shown in Figure 9, shows fish pass size Control mechanism and level controling mechanism especially;
Figure 16 is the view of Fishway block shown in Figure 10 under installment state; And
Figure 17 is the view according to the Fishway block of another embodiment of the present invention.
The specific embodiment
In order to realize the object of the invention, a kind of Fishway block is provided, comprise base plate, parallel to each other and be erected at the described base plate sidewall paneling on the side and be arranged on a plurality of demarcation strips on the described base plate separately, each described demarcation strip all extends to another sidewall paneling and has the limbers from one of described sidewall paneling.
The position of the described limbers of adjacent separator plates changes, and the track of described position has zigzag, wherein near the size of the described limbers that near the size of the described limbers that forms the described demarcation strip lower end forms less than the upper end at described demarcation strip, anti-by this sealing overflow.When vertical direction and horizontal direction are seen, the position of described limbers forms zigzag.
Each described demarcation strip has the upper end, and described upper end is crooked in one direction, in order to increase the moisture storage capacity in the compartment that forms between the adjacent separator plates under the situation that is installed in precipitous skewed surface at described Fishway block.
Described sidewall paneling becomes a single piece with described base plate one, but described demarcation strip separates preparation with described sidewall paneling and described base plate.Thereby assemble described demarcation strip by described demarcation strip being inserted in the guide recesses that forms on the sidewall paneling inner surface separately.As selection, all described base plate, sidewall paneling and demarcation strips can be prepared separately and install then, perhaps by using casting to make described Fishway block their one are become a single piece.
Outmost demarcation strip makes adjacent Fishway block to insert the connected mode combination having the depression of insertion respectively and insert projection on the external surface separately.Described insertion depression and insertion projection preferably have wedge shape, make when described insertion depression is connected with the insertion projection described through hole, described limbers and the alignment of described sidewall paneling.
For with the fastening combination of adjacent Fishway block, the described outmost demarcation strip that is arranged in the end of described sidewall paneling has through hole separately, and the combination by the described through hole that bolt is passed adjacent separator plates of adjacent Fishway block.
Each described sidewall paneling is higher than described demarcation strip, makes water only along the end overflow of described demarcation strip, and flows through the described limbers on the described demarcation strip, and the upper end of described sidewall paneling is crossed in not overflow, that is to say that water does not depart from from water channel.
Draw ring is formed on each demarcation strip and the sidewall paneling, in order to promote described demarcation strip and sidewall paneling easily in assembling, perhaps promotes the Fishway block after assembling during installation.Described draw ring can be dismountable or non-removable.
Each all has support described sidewall paneling, and described support has bolt hole, is used for using anchor described Fishway block to be fixed to the skewed surface on horizontal dam in simple mode.
Described Fishway block can be connected in pipe, and described pipe has is enough to guarantee that not overflow of water crosses the drainability of described demarcation strip upper end when limbers when top demarcation strip is immersed in the water.
Described Fishway block further comprises the fish pass size Control mechanism that is arranged on the described demarcation strip, be used to adjust as fish by its upstream with the size of the fish pass of the passage of downstream migration, the size of the described limbers of especially described demarcation strip.Described fish pass size Control mechanism comprises the guiding that is formed on around the described limbers, the sluice that moves up and down along described guiding, can close or open fully described limbers fully by this, extend upward from described sluice upper end and have the vertical stand-up spare of screw thread at its external surface, and the bevel-gear sett that is installed in the upper end of described demarcation strip.
Described Fishway block further comprises level controling mechanism, is used to be adjusted at the size of the water channel groove that described demarcation strip upper end forms.Described level controling mechanism comprises the guiding around the described water channel groove that is formed on described demarcation strip upper end, installation is to move up and down the sluice of adjusting described water channel trench bottom height, extend upward from described sluice upper end and have the vertical stand-up spare of screw thread at its external surface, and the bevel-gear sett that is installed in the upper end of described demarcation strip.
Have the limbers that all is formed on the vertical line and the described demarcation strip of water channel groove and can both comprise that level controling mechanism also comprised fish pass size Control mechanism.Described Fishway block comprises two sluice, extends upward and have two upright bodies of screw thread at its external surface from the upper end separately of sluice separately, and the bevel-gear sett that is used for controlling separately described two sluice.
Described Fishway block further comprises the reducing motor of the axle that is connected in bevel gear, makes described bevel gear rotate forward and reverse by this.
Described Fishway block further comprises the current deceleration part that is arranged in the compartment between demarcation strip the place ahead, described foremost or the adjacent separator plates, is used for the main speed that reduces the water that flows to described demarcation strip.
Described current deceleration part has the stairstepping in the face of described water (flow) direction.
Described Fishway block further is included in the lip-deep thin slice heater of described sidewall paneling, demarcation strip and current deceleration part, is used to prevent in winter or cold district bursting by freezing.Described thin slice heater is processed into the thick or thinner insulation smear of 1mm with mixture, and provides pair of electrodes on described insulation smear by ultrafine carbon fiber, the plain and high-purity synthesizing ceramic powder of protofibre are mixed.
Embodiments of the invention
Below, embodiments of the present invention are described with reference to the accompanying drawings.
Fig. 1 shows the Fishway block according to one embodiment of the present invention.Fig. 2 shows Fishway block shown in Figure 1, wherein Fishway block combines to prolong the water channel in the Fishway block, Fig. 3 shows Fishway block shown in Figure 2, and the sidewall paneling of Fishway block omits in the drawings, and Fig. 4 shows along the cross section of the Fishway block of the straight line that passes through the center, limbers.
Shown in top accompanying drawing, Fishway block 10 comprises base plate 13, is arranged on the side walls plate 14a and the 14b of base plate 13, and is installed between sidewall paneling 14a and the 14b a plurality of demarcation strip 15a, 15b and 15c across base plate 13. Demarcation strip 15a, 15b and 15c have limbers 16a, 16b and 16c respectively.
In demarcation strip 15a, 15b and 15c, being arranged on the outmost demarcation strip 15a of end separately of sidewall paneling 14a and 14b and 15c and base plate 13 becomes one single integratedly. Sidewall paneling 14a and 14b combine closely in the side of demarcation strip 15a and 15c and base plate 13 by connector 17.
Demarcation strip 15b is arranged between demarcation strip 15a and the 15c.That is to say that demarcation strip 15b is arranged on the middle part of sidewall paneling 14a and 14b, rather than in the end of sidewall paneling 14a and 14b.Demarcation strip 15b is connected in sidewall paneling 14a and 14b with sliding type.That is to say that on two the side inserting side wallboard 14a of demarcation strip 15b and the inner surface separately of 14b in the formed insertion guiding separately, the side of demarcation strip 15b is fixed in separately the guiding 18 then.Referring to figs. 1 to Fig. 5, guiding 18 is the projections that form on the inner surface of sidewall paneling 14a and 14b, 18 can be depression but lead.
Base plate 13, sidewall paneling 14a and 14b and demarcation strip 15a, 15b and 15c can optionally prepare respectively, but all elements of base plate 13, sidewall paneling 14a and 14b and demarcation strip 15a, 15b and 15c prepare respectively.In order to assemble Fishway block, in first step, base plate 13 is arranged on the basal plane.Then, sidewall paneling 14a and 14b are erected at the both sides of base plate 13, and demarcation strip 15a links to each other by separately the end of linkage 17 with sidewall paneling 14a and 14b with 15c.
Some of Fishway block or all elements can prepare separately, and all element assemblings form Fishway block then.As selection, use the mould that has with whole Fishway block respective shapes, make Fishway block by method of moulding, can make all elements of Fishway block become one single integratedly.
Limbers 16a, 16b and the 16c of demarcation strip 15a, 15b and 15c are configured to form the zigzag pattern.That is to say that limbers 16a, the 16b of adjacent separator plates 15a, 15b and 15c is different with size with the position of 16c.When vertical direction and horizontal direction are seen, the position of limbers 16a, 16b and 16c is different.
Give an example, be arranged on the size of the size of the limbers 16a of the demarcation strip 15a of end of sidewall paneling 14a and 14b and 15c and 16c greater than the limbers 16b of intermediate section dividing plate 15b.The limbers 16a of demarcation strip 15a and 15c and 16c are formed near separately the demarcation strip 15a and the upper end of 15c, but limbers 16b is formed near the lower end of demarcation strip 15b.
Each demarcation strip 15a, 15b and 15c have dismountable draw ring 19.Draw ring 19 is used for using rope 30 in assembly and disassembly demarcation strip 15a, 15b and 15c and crane 31 promotes and mobile demarcation strip 15a, 15b and 15c.Each sidewall paneling 14a and 14b and base plate 13 also can have draw ring 19.Draw ring 19 can removably be installed or non-dismountable being fixed on demarcation strip 15a, 15b and 15c, sidewall paneling 14a and 14b and the base plate 13.
The outmost demarcation strip 15a of sidewall paneling 14a and 14b and 15c have depression 21 and projection 22 respectively on its outer surface, make the connection of can contacting in some way of a plurality of Fishway blocks, promptly the projection 22 of the demarcation strip 15c of first Fishway block is inserted in the respective recesses 21 of demarcation strip 15a of second Fishway block.Outmost demarcation strip 15a and 15c have through hole 23 separately, make Fishway block tighten together by the through hole 23 that linkage 24 is passed demarcation strip 15a and 15c.
Depression 21 and projection 22 are wedge shapes, make in the time of depression 21 and projection 22 combinations through hole 23, limbers 16a and 16c and sidewall paneling 14a and 14b alignment.
Below, will the mounting method of above-mentioned Fishway block be described.
With reference to figure 5, pipe 26 is installed in 25 belows, horizontal dam, is lower than the lowest water level in the reservoir, and one or more Fishway block 10 is attached to an end of the pipe 26 on the downstream on horizontal dam 25.In this case, the element task that Fishway block 10 is installed is to finish on the inclined-plane on the horizontal dam in downstream.Yet if horizontal dam is made by concrete, so extra element task not necessarily.
Then with reference to figure 6, rope 30 passes the draw ring 19 of demarcation strip 15a, 15b and 15c, and rope by crane 31 pull-ups promoting demarcation strip 15a, 15b and 15c, on the inclined-plane in order to the downstream that demarcation strip 15a, 15b and 15c is installed to horizontal dam 25.In this case, two or more Fishway blocks 10 are contacted, and make water (flow) direction identical with the length direction of Fishway block 10.
Some Fishway blocks 10 can be transported to the job location and pile up in stack region.Because Fishway block 10 is very heavy, therefore be difficult to use manpower transportation Fishway block 10.Therefore, Fishway block 10 is transported to the infield by the jumbo as the crane from piling up the place, installs then.
The Fishway block 10 of An Zhuaning is bonded to each other in some way in the above described manner, that is, be arranged on the demarcation strip 15a of end of sidewall paneling 14a in first Fishway block 10 and 14b and 15c any depression 21 and another projection 22 engagements of the demarcation strip 15a of second Fishway block 10 and 15c.When the projection 22 of demarcation strip 15c was inserted the depression 21 of demarcation strip 15a, limbers 16a and 16c and through hole 23 alignd in a straight line.
After Fishway block 10 connected, the bolt 24 that is used as linkage was inserted into the through hole 23 that passes demarcation strip 15a and 15c and keeps the tight of Fishway block 10 to be connected, and made Fishway block 10 combine and integral body of picture.More fastening if desired connection can provide anchor at the base plate 13 of Fishway block 10 or the bottom of sidewall paneling 14a and 14b.
After Fishway block 10 was installed, the pipe 26 that is installed in the lowest water level below in the reservoir was opened to allow water to flow to the downstream by managing 26.At this moment, the drainability of pipe 26 is equal to or greater than the drainability of limbers 16a and 16c.The drainability of pipe 26 is controlled, the feasible upper end that can flow through demarcation strip 15a from the water of managing 26 dischargings.
After Fishway block 10 was installed, if water flows to the downstream by managing 26 upstream sides from horizontal dam 25, water was stored in the compartment that forms between adjacent separator plates 15a, 15b and the 15c.As a result, water is crossed limbers 16a, 16b and 16c with low-speed flow.Therefore, because Fishway block 10, the fish in downstream can be moved to the upstream along the water channel on inclined-plane.
Especially, though demarcation strip 15a, 15b that the fish with weak swimming ability also can be by Fishway block 10 and 15c downstream and upstream migration.
With reference to figure 5, Fishway block 10 is installed on the inclined-plane on horizontal dam 25, and height and the horizontal level of limbers 16a, the 16b of separately demarcation strip 15a, 15b and 15c and 16c differ from one another.That is to say that limbers 16a, 16b and 16c are with Z-shaped layout.The position of the limbers 16b of intermediate section dividing plate 15b and size is lower than and less than other limberss 16a and 16c, but be arranged in intermediate section dividing plate 15b rear side demarcation strip 15c limbers 16c the position and size is higher than and greater than position and the size of the limbers 16b of demarcation strip 15b.That is to say that limbers 16b and 16c form ladder.
Therefore, under the limbers of demarcation strip 15a 16a is immersed in state in the water, from the water of managing 26 dischargings can be only limbers 16b by demarcation strip 15b flow to the downstream.That is to say that the water that flows to the downstream by limbers 16b temporarily is separated plate 15b to be stopped, forms and refluxes, be temporarily stored by this, and the limbers 16b by demarcation strip 15b flows to the downstream then.
Limbers 16c is arranged on the position that is higher than limbers 16b.Therefore, be stored in the compartment between demarcation strip 15b and the 15c if flow out the water of limbers 16b, limbers 16b is immersed in the water, makes current slow down.The difference of the water level of the water of storing in the water level of the water of storing in the compartment of hydraulic pressure basis between demarcation strip 15a and 15b and the downstream compartment between demarcation strip 15b and 15c produces.The influence of hydraulic pressure water velocity.Therefore, along with hydraulic pressure reduces, water velocity slows down.
Therefore, because a spot of water flows through the limbers 16b of demarcation strip 15b, it is similar to be stored in water in the upstream side compartment between demarcation strip 15a and the 15b water interior with being stored in downstream compartment between demarcation strip 15b and the 15c.At this moment, owing to flow through the water of upstream side limbers 16a more than the water that flows through limbers, downstream 16b, water level between demarcation strip 15b and the 15c in the compartment causes the water overflow to cross demarcation strip 15b owing to excessive water increases, and the water of overflow is introduced in the compartment between demarcation strip 15b and the 15c by this.
According to above-mentioned operating principle, because water is stored and is blocked in the compartment between demarcation strip 15a, 15b and the 15c, and the speed that flows through the water of limbers 16a, 16b and 16c significantly reduces, and also can upstream move with the downstream through limbers 16a, 16b and 16c by horizontal dam 15 even have the fish of weak swimming ability.
In the superincumbent description, Fishway block 10 is realized as finished product.Yet Fishway block 10 can be used as individual component and realizes, comprises base plate 14, sidewall paneling 14a and 14b and demarcation strip 15a, 15b and 15c.The element of Fishway block 10 is transported to the infield respectively, and uses crane assembling and installation.Because Fishway block 10 is prepared under the state that is divided into base plate 14, sidewall paneling 14a and 14b and demarcation strip 15a, 15b and 15c, the weight of Fishway block 10 also is separated, and therefore compares easier loading, transportation and unloading Fishway block 10 with the Fishway block 10 of handling integral body.
Fig. 7 and Fig. 8 show the Fishway block according to another embodiment of the present invention.With reference to figure 7, no matter the angle on the inclined-plane that is mounted thereon of Fishway block 10 how, the side of demarcation strip 15a, 15b and 15c and sidewall paneling 14a and 14b all has vertically profiling.With reference to figure 8, the upper end of each demarcation strip 15a, 15b and 15c is crooked in one direction, have a projection 28 by this, this projection is upstream outstanding, with when Fishway block 10 is installed on the relatively gentle slope with demarcation strip 15a, 15b and 15c between the water level maximization of retaining in the compartment.
According to Fig. 7 and embodiment shown in Figure 8, even the horizontal dam that Fishway block is mounted thereon has relatively gentle slope, be stored in the water yield in the compartment between adjacent separator plates 15a, 15b and the 15c also owing to vertically disposed demarcation strip 15a, 15b and 15c and be positioned at separately that the projection 28 of the upper end of demarcation strip 15a, 15b and 15c maximizes.By this structure, the operating effect and the advantage of Fishway block 10 have strengthened.
Fig. 9 shows the Fishway block of another embodiment according to the present invention.According to this embodiment, Fishway block 10 beguines are longer according to the Fishway block 10 of above-mentioned embodiment, and have three intermediate section dividing plate 15b between outmost demarcation strip 15a and 15c.Limbers 16b among three intermediate section dividing plate 15b forms the zigzag pattern, and is identical with the formed zigzag pattern of 16c mode with limbers 16a, the 16b of demarcation strip 15a, the 15b of Fig. 7 and Fishway block shown in Figure 8 and 15c.Each sidewall paneling has support 33, and this support has bolt hole 34 in its bottom, makes sidewall paneling can use the anchor bolt to be secured on the inclined-plane on horizontal dam.
According to another embodiment, the length of Fishway block can be adjusted according to the size of the infield of Fishway block, and by being anchored the bolt hole 34 that bolt passes the support 33 of the bottom that is positioned at each sidewall paneling 14a and 14b, sidewall paneling 14a and 14b can easily be fastened on the inclined-plane on horizontal dam.
Figure 11 shows the Fishway block 100 of another embodiment according to the present invention to Figure 16.With reference to fig. 11 to Figure 16, Fishway block 100 comprises base plate 130, be positioned at the sidewall paneling 141 and 142 of base plate 130 sides, and be arranged in extending and a plurality of demarcation strips 151,152,153 and 154 parallel to each other towards another sidewall paneling 142 on the base plate 130 from a sidewall paneling 141.Demarcation strip 151,152,153 and 154 comprises sub-demarcation strip 251,252,253 and 254 separately, and limbers 161,162,163 and 164 is formed on separately the sub-demarcation strip 251,252,253 and 254 to allow fish by migration.With sub-demarcation strip 251,252,253 with 254 and the sidewall paneling 141 and 142 that contacts with 154 side of demarcation strip 151,152,153 have guide protrusion 143 and 144.It is airtight when guide protrusion 143 has to be constructed between sub-demarcation strip 251,252,253 and the 254 insertion guide protrusions 143 and 144, make water can not pass through clearance leakage, the gap usually guide protrusion 143 and 144 and sub-demarcation strip 251,252,253 and 254 between form.
Sub-demarcation strip 251,252,253 and 254 has fish pass controlling organization separately, is used to control the size of fish pass, for example limbers 161,162,163 and 164 size.Each fish pass controlling organization comprise be arranged on corresponding limbers 161,162,163 or 164 around first the guiding 261, be mounted to along first guiding, 261 first sluice 262 that move up and down, close or partly or entirely open corresponding limbers 161,162,163 or 164 by this fully, extend upward and have the vertical stand-up spare 263 of screw thread at its external surface from first sluice 262, and the bevel-gear sett 264 that is installed in the upper end of sub-demarcation strip 251 and 253, be used for oscilaltion vertical stand-up spare 263.
Sub-demarcation strip 251 and base plate 130, sidewall paneling 141 and 142 and demarcation strip 151,152,153 and 154 is the same is made by concrete are perhaps made by the metal through corrosion-resistance treatment.First sluice 262 is made by metal sheet, and metal sheet is through anti-preservative treatment and be designed on corresponding sub-demarcation strip 251,252,253 or 254 outstanding as small as possible.
For oscilaltion first sluice 262, be installed in the handle front and back rotation on first bevel gear 264.Along with first sluice 262 moves up and down, limbers 161 and 163 open angle are adjusted.And first sluice 262 can be connected in the reducing motor (not shown) that can change in the past and reverse.If reducing motor is connected in the axle of bevel gear 264, then control the lifting of sluice easily.
Have be formed at sub-demarcation strip 252 and 254 separately near the limbers 162 the lower end and 164 sub-demarcation strip 252 and 254 have separately water channel groove 255 and 256, the water channel groove has the predetermined degree of depth and extends to desired depth from the upper end.Sub-demarcation strip 252 and 254 level controling mechanisms that have separately are used to control the degree of depth of water channel groove 255 and 256.Therefore, have level controling mechanism separately sub-demarcation strip 252 and 254 and both had separately limbers 162 and 164 also have separately water channel groove 255 and 256 sub-demarcation strip 252 and 254 have level controling mechanism and fish pass size Control mechanism.
Group demarcation strip 252 and 254 has under separately the level controling mechanism and the situation of water channel size Control mechanism separately, and Fishway block 100 further comprises: be arranged on second guide groove 271 around the formed water channel groove 255 in demarcation strip 252 and 254 upper ends and 256; Be mounted to second sluice 272 that moves along the vertical direction of second guide groove 271, and be mounted to and close or partly or entirely open limbers 162 and 164 fully; The 3rd sluice 273 of the height of control water channel groove 255 and 256 bottom; Extend upward and have the second and the 3rd vertical stand-up spare 274 and 275 of screw thread respectively at its external surface from the second and the 3rd sluice 272 and 273; And the bevel-gear sett that comprises second bevel gear 276 and third hand tap gear 277, be installed in the upper end of demarcation strip 252 and 254, be used to move up and down the second and the 3rd vertical stand-up spare 274 and 275.
Fishway block 100 comprises current deceleration part 300, is arranged in top demarcation strip 151 fronts or the compartment between adjacent separator plates 151 and 152,152 and 153 or 153 and 154.Current deceleration part 300 can at first slow down the current that enter demarcation strip 151,152,153 and 154, and current deceleration part 300 is preferably configured as stairstepping, and arranges against water (flow) direction.
Another embodiment according to the present invention, with reference to Figure 16, the water of Heng Ba upstream mainly slows down by colliding with the current deceleration part that is installed in top demarcation strip 151 the place aheads, and the limbers 161 on the demarcation strip 151 is immersed in the water then.After limbers 161 was immersed in the water, water only flow in the compartment between demarcation strip 151 and 152 downstream by limbers 161.Flow to the water of demarcation strip 152 and 301 collisions of current deceleration part, the temporary transient backflow, and be stored in then in the compartment between demarcation strip 151 and 152, make water velocity slow down rapidly, and water flow through the limbers 162 of demarcation strip 152 towards demarcation strip 153.
In this case, because limbers 163 is arranged on the position higher than the upper end of demarcation strip 152 or limbers 162, along with flowing through limbers 162 and water towards demarcation strip 153, water is stored in the compartment between demarcation strip 152 and 153, limbers 162 is immersed in the water after a time, causes water velocity to slow down.That is to say that owing to the hydraulic pressure that the water-head corresponding to the water in the compartment between the water in the compartment between demarcation strip 151 and 152 and demarcation strip 152 and 153 produces, the current that flow through limbers 162 slow down.In this case, because greater than the water yield that flows out this compartment by the limbers 162 of demarcation strip 152, water yield official post gets the increase of the water level in the compartment between demarcation strip 152 and 153 by the water yield in the compartment between the limbers 161 introducing demarcation strips 151 and 152 of demarcation strip 151.
In this case, if introduce between the demarcation strip 151 and 152 in the compartment and between demarcation strip 152 and 253 water yield in the compartment very little, limbers 162 and 163 can not be immersed in the water so, makes fish pass not form.In this case, the fish pass size Control mechanism and the level controling mechanism that are installed on sub-demarcation strip 251,252,253 and 254 are controlled, make a large amount of water be stored in the compartment between adjacent separator plates 251,252,252 and 254, make limbers 161,162,163 and 164 be immersed in the water fully, and a small amount of as far as possible water flow through limbers 161,162,163 and 164.
The operation of fish pass size Control mechanism will be described below.At first, be installed in first and second bevel gears 264 and 276 rotations on the top of limbers 161,162,163 and 164, make the first and second vertical stand-up spares 263 and 274 of first and second sluice 262 and 267 move up and down, adjust the size of limbers 161,162,163 and 164.As mentioned above, because it is very little to introduce the water yield of Fishway block, first and second sluice 262 and 274 are progressively closed limbers 161,162,163 and 164, make demarcation strip 251,252,253 and 254 limbers 161,162,163 reduce relative with 164 size.
That is to say that because limbers 161,162,163 and 164 parts close, and the water yield of stream is very little downstream, so water is stored in the compartment between the adjacent separator plates 151 and 152,152 and 153 and 153 and 154.As a result, limbers 161,162,163 and 164 is immersed in the water fully.In this case, even water collects in the compartment between demarcation strip 152 and 153, limbers 161 that also might demarcation strip 151 not exclusively under water.Therefore, the height of demarcation strip 252 and 254 water channel groove 255 and 256 bottom is controlled by using level controling mechanism, makes the limbers 161 of demarcation strip 151 be immersed in the water fully.
The class of operation of the operation of level controling mechanism and fish pass size Control mechanism seemingly, difference is that the height of the bottom of water channel groove 255 and 256 is adjusted by moving up and down the 3rd sluice 273, rather than moves first and second sluice.
As mentioned above, the size of limbers 161,162,163 that might be by adjusting demarcation strip 251,252,253 and 254 and 164 size and water channel groove 255 and 256 is immersed in the limbers 161 and 163 of demarcation strip 251 and 253 in the water, the limbers 161,162,163 and 164 of demarcation strip 251,252,253 and 254 all can be immersed in the water by this.
Therefore, because the water yield of compartment between the demarcation strips 251 and 252 is flowed out less than the water yield of introducing compartment between the demarcation strips 251 and 152 by the limbers 161 of demarcation strip 251 in the limbers 162 by demarcation strip 252, so the water yield of compiling in the water yield of compiling in the compartment between demarcation strip 152 and 153 and the compartment between demarcation strip 253 and 254 is identical.And, because the water yield of limbers 161 that flows through demarcation strip 251 is greater than the water yield of the limbers 162 of flowing through demarcation strip 252, the difference of the water yield has increased the water level in the compartment between the demarcation strip 151 and 152, be stored in water in this compartment by this finally by the water channel groove 255 that the is formed at demarcation strip 252 upper ends demarcation strip 152 that overflow, and be introduced in the compartment between demarcation strip 152 and 153.
By means of above-mentioned Fishway block operating principle, because water compiles and is stored in the compartment between the adjacent separator plates 151 and 152,152 and 153 and 153 and 154, the current in the limbers 161,162,163 and 164 of demarcation strip 251,252,253 separately and 254 greatly slow down.Therefore, also can upstream move even have the fish of weak swimming ability, especially by limbers 161,162,163 and 164 by Fishway block with the downstream.
Figure 17 shows the Fishway block according to one embodiment of the present invention.With reference to Figure 17, flake heater covers current deceleration part 301,302,303 and 304 partially or entirely, demarcation strip 251,252,253 and 254 and sidewall paneling 141 and 142, in order to preventing the Fishway block bursting by freezing, in water freezing, can cause the bursting by freezing of Fishway block in winter or at cold district.The carbon fiber heaters that heater is preferably made in some way, be that ultrafine carbon fiber, protofibre are plain and high-purity chemical combination ceramic powders is mixed, mixture uses the directional profile technology to be processed to the thick or thinner special thin slice of 1mm, and pair of electrodes forms and be coated with insulation materials on thin slice.
By heater, when winter or the lasting cold of cold district weather, water can not freeze in Fishway block, makes that Fishway block can be by bursting by freezing in severe cold weather.
As mentioned above, the bottom level of the water channel groove that the size of the limbers on the demarcation strip and the upper end of demarcation strip form is adjusted, and makes current suitably slow down.And the distance between the demarcation strip also can be adjusted, and makes current suitably slow down.Moreover the height that is arranged on the current deceleration part between the demarcation strip can be adjusted with the current that slow down.
In the superincumbent description, Fishway block is installed on the inclined-plane in downstream on horizontal dam.Yet,, also can realize same operation and effect even Fishway block is installed in the brook with flat and torrent and the side in river valley.
Although preferred implementation of the present invention is described for the purpose of explaining, skilled person in the art will appreciate that under situation about not breaking away from multiple modification, interpolation and to substitute be possible by the disclosed scope and spirit of the present invention of claims.
Industrial applicibility
In Fishway block according to the present invention, the fish pass of Fishway block can prolong and current wherein passable Slow down. Therefore, be installed in river with quick current and precipitous wedged bottom or the picture in the water channel when Fishway block In the time of on the such transversary in dam or horizontal dam, Fishway block can allow fish upstream and lower easily The trip migration.

Claims (67)

1. Fishway block comprises:
Base plate;
Be installed in the described base plate sidewall paneling on the side separately in parallel with each other; And
Be arranged on a plurality of demarcation strips on the described base plate, each described demarcation strip extends to another sidewall paneling from one of described sidewall paneling, and each demarcation strip has the limbers;
Wherein, the position of the described limbers of each demarcation strip forms zigzag, and the size near the described limbers that near the size of the described limbers that forms the corresponding demarcation strip lower end forms less than the upper end at corresponding demarcation strip slows down in order to the flow velocity that will introduce the water in the compartment that forms between each adjacent separator plates.
2. Fishway block as claimed in claim 1, wherein, the upper end of described sidewall paneling is higher than the upper end of described demarcation strip, make to prevent that overflow from crossing the water of described demarcation strip upper end and flowing out described Fishway block through described sidewall paneling, and fish is not departed from water channel.
3. Fishway block as claimed in claim 1, wherein, the upper end separately of described demarcation strip is crooked in one direction, has a projection by this, make when described Fishway block is installed on the inclined-plane, can be increased in the water yield of being stored in the compartment that forms between the described demarcation strip.
4. Fishway block as claimed in claim 1, wherein, an outmost demarcation strip has the depression of insertion, and another outmost demarcation strip has the projection that can insert in the described insertion depression.
5. Fishway block as claimed in claim 1, wherein, the outmost demarcation strip in described a plurality of demarcation strips has through hole separately, makes to connect adjacent Fishway block by linkage being passed described through hole.
6. Fishway block as claimed in claim 1, wherein, described sidewall paneling has support separately, and described support has bolt hole separately, described sidewall paneling can be fixed on the inclined-plane on horizontal dam by using anchor separately.
7. Fishway block as claimed in claim 1, wherein, in described base plate, sidewall paneling and the demarcation strip all or some prepared separately.
8. as claim 1 or 7 described Fishway blocks, wherein, at least described demarcation strip prepares separately, and described sidewall paneling has separately slide-and-guide at separately inner surface, makes two sides of described demarcation strip to install by inserting in the described slide-and-guide.
9. Fishway block as claimed in claim 1, wherein, described demarcation strip and sidewall paneling have draw ring separately, and described draw ring is installed with removably or one mode.
10. Fishway block as claimed in claim 7, wherein, described demarcation strip and sidewall paneling are by linkage combination and fixing.
11. Fishway block as claimed in claim 1, wherein, the lateral vertical of described demarcation strip and sidewall paneling is in horizontal direction, and no matter the angle of the oblique installation surface of described Fishway block.
12. Fishway block as claimed in claim 1, wherein, described demarcation strip has fish pass size Control mechanism, is used to adjust the size of limbers, each limbers be allow fish pass through and upstream with the passage of downstream migration.
13. Fishway block as claimed in claim 12, wherein, described fish pass size Control mechanism comprises:
Be formed near the lip-deep guiding of described demarcation strip in described limbers in vertical direction, described guiding comprises two bars parallel to each other;
Sluice is mounted to and can moves up and down along described guiding, can close or partly or fully open described limbers by this fully;
Extend upward and have the vertical stand-up spare of screw thread at its external surface from described sluice upper end; And
Be installed in the bevel-gear sett of the upper end of described demarcation strip, be used for the described upright body of oscilaltion.
14. Fishway block as claimed in claim 1, wherein, described demarcation strip has the water channel groove separately of desired depth in the top, and has level controling mechanism separately.
15. Fishway block as claimed in claim 14, wherein, each described level controling mechanism comprises:
Be arranged on the formed described water channel groove in described demarcation strip upper end guide groove on every side; Be mounted to and move up and down the sluice of adjusting described water channel trench bottom height along described guide groove, extend upward and have the vertical stand-up spare of screw thread at its external surface from described sluice upper end, and the bevel-gear sett that is installed in the upper end of described demarcation strip, be used for the described vertical stand-up spare of oscilaltion.
16. as claim 12 or 14 described Fishway blocks, wherein, described demarcation strip had both had level controling mechanism and had also comprised fish pass size Control mechanism, and described limbers and described water channel groove be formed on the same vertical line of described demarcation strip, and described Fishway block comprises:
Two sluice are respectively applied for the size of adjusting described limbers and described water channel groove;
From upwardly extending two the vertical stand-up spares in upper end of sluice separately; And
The bevel-gear sett of described two the vertical stand-up spares of lifting separately.
17. as claim 12 or 14 described Fishway blocks, further comprise the reducing motor of the axle that is connected in bevel gear, be used to make described bevel gear to rotate forward automatically and reverse.
18. Fishway block as claimed in claim 1, wherein, near the part of the described demarcation strip the described limbers realizes that with sub-demarcation strip described sub-demarcation strip is removably mounted on the described demarcation strip.
19. Fishway block as claimed in claim 18, wherein, described sub-demarcation strip with described base plate, described sidewall paneling is the same with described demarcation strip is made by concrete, perhaps make by metal through corrosion-resistance treatment.
20. Fishway block as claimed in claim 1 further comprises the current deceleration part in the compartment between the demarcation strip the place ahead, foremost that is arranged in described a plurality of demarcation strip or the adjacent separator plates, is used for mainly reducing the speed of current.
21. Fishway block as claimed in claim 20, wherein, described current deceleration part has the stairstepping in the face of water (flow) direction.
22. as claim 1 or 21 described Fishway blocks, further be included in described sidewall paneling, demarcation strip and the lip-deep heater of current deceleration part, be used to prevent at winter or cold district water freezing.
23. Fishway block as claimed in claim 1, wherein, described Fishway block is connected to pipe, described pipe has the drainability that equates with the limbers of the foremost demarcation strip that is arranged on the downstream, installation site, described limbers is immersed in the water, makes that water can overflow not crossed its upper end when described Fishway block is installed.
24. a Fishway block comprises:
Base plate;
Be installed in the described base plate sidewall paneling on the side separately in parallel with each other; And
Be arranged on a plurality of demarcation strips on the described base plate, each described demarcation strip extends to another sidewall paneling from one of described sidewall paneling, and each demarcation strip has the limbers;
Wherein, form zigzag, make that the current of introducing in the described compartment that forms between the described demarcation strip are slowed down, and water compiles and is stored in the described compartment that forms between the described demarcation strip in the position of vertical direction and the above limbers of horizontal direction.
25. Fishway block as claimed in claim 24, wherein, the upper end of described sidewall paneling is higher than the upper end of described demarcation strip, make to prevent that overflow from crossing the water of described demarcation strip upper end and flowing out described Fishway block through described sidewall paneling, and fish is not departed from water channel.
26. Fishway block as claimed in claim 24, wherein, the upper end separately of described demarcation strip is crooked in one direction, has a projection by this, make when described Fishway block is installed on the inclined-plane, can be increased in the water yield of being stored in the compartment that forms between the described demarcation strip.
27. Fishway block as claimed in claim 24, wherein, an outmost demarcation strip has the depression of insertion, and another outmost demarcation strip has the projection that can insert in the described insertion depression.
28. Fishway block as claimed in claim 24, wherein, the outmost demarcation strip in described a plurality of demarcation strips has through hole separately, makes to connect adjacent Fishway block by linkage being passed described through hole.
29. Fishway block as claimed in claim 24, wherein, described sidewall paneling has support separately, and described support has bolt hole separately, described sidewall paneling can be fixed on the inclined-plane on horizontal dam by using anchor separately.
30. Fishway block as claimed in claim 24, wherein, in described base plate, sidewall paneling and the demarcation strip all or some prepared separately.
31. as claim 24 or 30 described Fishway blocks, wherein, at least described demarcation strip prepares separately, and described sidewall paneling has separately slide-and-guide at separately inner surface, makes two sides of described demarcation strip to install by inserting in the described slide-and-guide.
32. Fishway block as claimed in claim 24, wherein, described demarcation strip and sidewall paneling have draw ring separately, and described draw ring is installed with removably or one mode.
33. Fishway block as claimed in claim 30, wherein, described demarcation strip and sidewall paneling are by linkage combination and fixing.
34. Fishway block as claimed in claim 24, wherein, the lateral vertical of described demarcation strip and sidewall paneling is in horizontal direction, and no matter the angle of the oblique installation surface of described Fishway block.
35. Fishway block as claimed in claim 24, wherein, described demarcation strip has fish pass size Control mechanism, is used to adjust the size of limbers, each limbers be allow fish pass through and upstream with the passage of downstream migration.
36. Fishway block as claimed in claim 35, wherein, described fish pass size Control mechanism comprises:
Be formed near the lip-deep guiding of described demarcation strip in described limbers in vertical direction, described guiding comprises two bars parallel to each other;
Sluice is mounted to and can moves up and down along described guiding, can close or partly or fully open described limbers by this fully;
Extend upward and have the vertical stand-up spare of screw thread at its external surface from described sluice upper end; And
Be installed in the bevel-gear sett of the upper end of described demarcation strip, be used for the described upright body of oscilaltion.
37. Fishway block as claimed in claim 24, wherein, described demarcation strip has the water channel groove separately of desired depth in the top, and has level controling mechanism separately.
38. Fishway block as claimed in claim 37, wherein, each described level controling mechanism comprises:
Be arranged on the formed described water channel groove in described demarcation strip upper end guide groove on every side; Be mounted to and move up and down the sluice of adjusting described water channel trench bottom height along described guide groove, extend upward and have the vertical stand-up spare of screw thread at its external surface from described sluice upper end, and the bevel-gear sett that is installed in the upper end of described demarcation strip, be used for the described vertical stand-up spare of oscilaltion.
39. as claim 35 or 37 described Fishway blocks, wherein, described demarcation strip had both had level controling mechanism and had also comprised fish pass size Control mechanism, and described limbers and described water channel groove be formed on the same vertical line of described demarcation strip, and described Fishway block comprises:
Two sluice are respectively applied for the size of adjusting described limbers and described water channel groove;
From upwardly extending two the vertical stand-up spares in upper end of sluice separately; And
The bevel-gear sett of described two the vertical stand-up spares of lifting separately.
40. as claim 35 or 37 described Fishway blocks, further comprise the reducing motor of the axle that is connected in bevel gear, be used to make described bevel gear to rotate forward automatically and reverse.
41. Fishway block as claimed in claim 24, wherein, near the part of the described demarcation strip the described limbers realizes that with sub-demarcation strip described sub-demarcation strip is removably mounted on the described demarcation strip.
42. Fishway block as claimed in claim 41, wherein, described sub-demarcation strip with described base plate, described sidewall paneling is the same with described demarcation strip is made by concrete, perhaps make by metal through corrosion-resistance treatment.
43. Fishway block as claimed in claim 24 further comprises the current deceleration part in the compartment between the demarcation strip the place ahead, foremost that is arranged in described a plurality of demarcation strip or the adjacent separator plates, is used for mainly reducing the speed of current.
44. Fishway block as claimed in claim 43, wherein, described current deceleration part has the stairstepping in the face of water (flow) direction.
45. as claim 24 or 44 described Fishway blocks, further be included in described sidewall paneling, demarcation strip and the lip-deep heater of current deceleration part, be used to prevent at winter or cold district water freezing.
46. Fishway block as claimed in claim 24, wherein, described Fishway block is connected to pipe, described pipe has the drainability that equates with the limbers of the foremost demarcation strip that is arranged on the downstream, installation site, described limbers is immersed in the water, makes that water can overflow not crossed its upper end when described Fishway block is installed.
47. a Fishway block comprises:
Base plate;
Be installed in the described base plate sidewall paneling on the side separately in parallel with each other; And
Be arranged on a plurality of demarcation strips on the described base plate, each described demarcation strip extends to another sidewall paneling from one of described sidewall paneling, and each demarcation strip has the limbers;
Wherein, described demarcation strip has fish pass size Control mechanism, is used to adjust the size of limbers, each limbers be allow fish pass through and upstream with the passage of downstream migration.
48. Fishway block as claimed in claim 47, wherein, described fish pass size Control mechanism comprises:
Be formed near the lip-deep guiding of described demarcation strip in described limbers in vertical direction, described guiding comprises two bars parallel to each other;
Sluice is mounted to and can moves up and down along described guiding, can close or partly or fully open described limbers by this fully;
Extend upward and have the vertical stand-up spare of screw thread at its external surface from described sluice upper end; And
Be installed in the bevel-gear sett of the upper end of described demarcation strip, be used for the described upright body of oscilaltion.
49. Fishway block as claimed in claim 47, wherein, the upper end of described sidewall paneling is higher than the upper end of described demarcation strip, make to prevent that overflow from crossing the water of described demarcation strip upper end and flowing out described Fishway block through described sidewall paneling, and fish is not departed from water channel.
50. Fishway block as claimed in claim 47, wherein, the upper end separately of described demarcation strip is crooked in one direction, has a projection by this, make when described Fishway block is installed on the inclined-plane, can be increased in the water yield of being stored in the compartment that forms between the described demarcation strip.
51. Fishway block as claimed in claim 47, wherein, an outmost demarcation strip has the depression of insertion, and another outmost demarcation strip has the projection that can insert in the described insertion depression.
52. Fishway block as claimed in claim 47, wherein, the outmost demarcation strip in described a plurality of demarcation strips has through hole separately, makes to connect adjacent Fishway block by linkage being passed described through hole.
53. Fishway block as claimed in claim 47, wherein, described sidewall paneling has support separately, and described support has bolt hole separately, described sidewall paneling can be fixed on the inclined-plane on horizontal dam by using anchor separately.
54. Fishway block as claimed in claim 47, wherein, in described base plate, sidewall paneling and the demarcation strip all or some prepared separately.
55. as claim 47 or 54 described Fishway blocks, wherein, at least described demarcation strip prepares separately, and described sidewall paneling has separately slide-and-guide at separately inner surface, makes two sides of described demarcation strip to install by inserting in the described slide-and-guide.
56. Fishway block as claimed in claim 47, wherein, described demarcation strip and sidewall paneling have draw ring separately, and described draw ring is installed with removably or one mode.
57. Fishway block as claimed in claim 54, wherein, described demarcation strip and sidewall paneling are by linkage combination and fixing.
58. Fishway block as claimed in claim 47, wherein, the lateral vertical of described demarcation strip and sidewall paneling is in horizontal direction, and no matter the angle of the oblique installation surface of described Fishway block.
59. Fishway block as claimed in claim 47, wherein, described demarcation strip has the water channel groove separately of desired depth in the top, and has level controling mechanism separately.
60. Fishway block as claimed in claim 59, wherein, each described level controling mechanism comprises:
Be arranged on the formed described water channel groove in described demarcation strip upper end guide groove on every side; Be mounted to and move up and down the sluice of adjusting described water channel trench bottom height along described guide groove, extend upward and have the vertical stand-up spare of screw thread at its external surface from described sluice upper end, and the bevel-gear sett that is installed in the upper end of described demarcation strip, be used for the described vertical stand-up spare of oscilaltion.
61. as claim 47 or 50 described Fishway blocks, further comprise the reducing motor of the axle that is connected in bevel gear, be used to make described bevel gear to rotate forward automatically and reverse.
62. Fishway block as claimed in claim 47, wherein, near the part of the described demarcation strip the described limbers realizes that with sub-demarcation strip described sub-demarcation strip is removably mounted on the described demarcation strip.
63. Fishway block as claimed in claim 62, wherein, described sub-demarcation strip with described base plate, described sidewall paneling is the same with described demarcation strip is made by concrete, perhaps make by metal through corrosion-resistance treatment.
64. Fishway block as claimed in claim 47 further comprises the current deceleration part in the compartment between the demarcation strip the place ahead, foremost that is arranged in described a plurality of demarcation strip or the adjacent separator plates, is used for mainly reducing the speed of current.
65. as the described Fishway block of claim 64, wherein, described current deceleration part has the stairstepping in the face of water (flow) direction.
66. as claim 47 or 64 described Fishway blocks, further be included in described sidewall paneling, demarcation strip and the lip-deep heater of current deceleration part, be used to prevent at winter or cold district water freezing.
67. Fishway block as claimed in claim 47, wherein, described Fishway block is connected to pipe, described pipe has the drainability that equates with the limbers of the foremost demarcation strip that is arranged on the downstream, installation site, described limbers is immersed in the water, makes that water can overflow not crossed its upper end when described Fishway block is installed.
CNB200580043721XA 2004-12-27 2005-12-09 Fishway block Expired - Fee Related CN100549302C (en)

Applications Claiming Priority (7)

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KR20040112765 2004-12-27
KR1020040112765 2004-12-27
KR1020050059610 2005-07-04
KR1020050059610A KR100658432B1 (en) 2004-12-27 2005-07-04 Fish way block
KR1020050109435A KR100592975B1 (en) 2005-11-16 2005-11-16 Fish way block
KR1020050109435 2005-11-16
PCT/KR2005/004223 WO2006071010A1 (en) 2004-12-27 2005-12-09 Fishway block

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CN101084347A CN101084347A (en) 2007-12-05
CN100549302C true CN100549302C (en) 2009-10-14

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KR100658432B1 (en) 2006-12-15
JP2008525677A (en) 2008-07-17
US20070248415A1 (en) 2007-10-25
WO2006071010A1 (en) 2006-07-06
CN101084347A (en) 2007-12-05

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