CN213952150U

CN213952150U - A water area fish culture blocks fish system for cleaning water source

Info

Publication number: CN213952150U
Application number: CN202022325680.8U
Authority: CN
Inventors: 杨志光; 杨杰君
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-10-18
Filing date: 2020-10-19
Publication date: 2021-08-13
Anticipated expiration: 2030-10-19
Also published as: CN213867689U

Abstract

The utility model discloses a water area fish culture and blocking system for cleaning water source, which comprises a gate consisting of steel fish blocking fences supported by steel beams, wherein the upstream and/or downstream of the water area is/are provided with a fish blocking dam body traversing the cross section of the water area, the fish blocking dam body comprises a plurality of supporting piers, and the gate is arranged between the supporting piers; the width of the gate is arranged corresponding to the space width of each support pier; the bottom of gate articulates in the installation bottom surface, and the hoist is connected on the top of gate, and the hoist drives the gate and winds bottom pin joint luffing motion, and the hoist is installed on supporting the mound. A relatively closed fish culture water area which can pass through water but can block fish is formed, thereby effectively avoiding water eutrophication and obtaining fish culture income; meanwhile, the water channel cannot be blocked, and flood discharge cannot be hindered.

Description

A water area fish culture blocks fish system for cleaning water source

Technical Field

The utility model relates to a be applied to waters and block fish system of blocking fish breed. The method is suitable for water areas such as reservoirs, estuaries, canals, lakes, rivers, canals, city-protecting rivers, large water transfer engineering canals, large farmland aquatic product culture bases and the like, or water areas on the non-navigation side of the Jiangxin continents.

Background

At present, a plurality of local water areas are seriously polluted, the tap water of the water coastal cities does not reach the standard, and the water resources are deficient. If blue-green algae outbreaks in Tai lake and nest lake year, the most direct, environment-friendly and effective treatment means at present can only be used for fishing the blue-green algae, 81 fixed fishing points are arranged in a tin-free market, 56 professional fishing teams are established, and nearly 1000 professional fishing personnel are needed.

But the blue algae fishing is a means for treating the symptoms and not the root causes. If a certain proportion of silver carps and bighead carps can be scientifically released to clean plankton in water by utilizing the water areas, the blue algae outbreak caused by water eutrophication can be avoided, the problem is fundamentally solved, the purpose of protecting water sources is achieved, and the coastal residents can use safe and reassuring tap water; meanwhile, the high-quality and high-yield edible fish like the thousand island lake or the Chaihu lake can be cultivated in the water areas, the living quality of people is improved, economy is developed, the treatment cost is saved, and meanwhile, considerable economic benefits are created. However, running fish caused by flood spills makes fish farming difficult to produce economic benefits; it is still difficult to carry out fish farming in such waters.

Patent document No. CN110578315A discloses "a movable spillway fish blocking gate". The gate body is arranged at the entrance of the spillway of the reservoir dam or in the spillway and is composed of steel fish blocking fences supported by steel beams. The present invention incorporates the above patent documents in their entirety.

However, the fish-blocking gate disclosed in the above patent document is only applicable to the entrance of the spillway or the interior of the spillway of the reservoir dam, and cannot meet the requirements of fish-blocking cultivation in the water area and water source protection in the water area.

SUMMERY OF THE UTILITY MODEL

In order to solve the defects, the utility model aims to solve the technical problem that a fish blocking system for fish blocking cultivation at a clean water source is provided, the system is suitable for water areas such as reservoir, river, canal, channel, protected river, large-scale water transfer engineering canal, large-scale farmland aquatic product cultivation base, or the obstructed navigation one side waters of the jiangxin continent. In order to solve the technical problem, the utility model adopts the technical scheme that the fish-retaining system for water area fish culture for cleaning water source comprises a gate consisting of steel fish-retaining fences supported by steel beams, and is characterized in that a fish-retaining dam body traversing the cross section of the water area is arranged at the upstream and/or the downstream of the water area, the fish-retaining dam body comprises a plurality of supporting piers, and the gate is arranged between the supporting piers; the width of the gate is arranged corresponding to the space width of each support pier; the bottom of gate articulates in the installation bottom surface, and the hoist is connected on the top of gate, and the hoist drives the gate and winds bottom pin joint luffing motion, and the hoist is installed on supporting the mound.

The support pier can be of a concrete structure, and preferably, the support pier is of a steel fence structure. And better water passing capacity is formed.

In rivers, canals, channels, city protection rivers, large-scale water diversion engineering canals or other water areas with narrow water channels, a fish blocking dam body traversing the cross section of the water area can be constructed by only two support piers, and in order to avoid influencing water passing, the support piers are preferably arranged on two sides of the water channel.

When the fish blocking dam body is built in the water areas of reservoirs, lakes and transport rivers, the water before the inlet of a spillway is deep. Preferably, the fish blocking dam body sets up on basic platform, and basic platform extends to the spillway and is connected with the spillway by fish blocking dam body position, basic platform's the dead water level that is not higher than the spillway, and the basic platform main part adopts girder steel structure or reinforced concrete beam structure to be equipped with steel and block the fish fence, basic platform is supported by the stand.

Furthermore, a scrap placing door is arranged at a position, close to a water inlet of the spillway, of the foundation platform and connected with a scrap placing crane. When a lot of garbage (wave chips) is accumulated below the base platform, the chip placing crane is started, the chip placing door is opened in a short time, the chip placing crane is started after the garbage flows out, and the chip placing door is closed.

When the gate is partially or completely arranged outside the water inlet between the support piers, the left side, the right side and the front side of the gate form a leak hole through which fish can pass. Therefore, the left side, the right side and the front side of the gate are provided with auxiliary fences for plugging leaks in an improved mode. The fish and the garbage can be conveniently turned over to the upper surface of the gate in the inclined posture in the auxiliary fence along the slope surface at the outer side, and the gate can operate according to the flow.

Preferably, the longitudinal fences and the transverse fences of the steel fish blocking fence are arranged in front and at the back along the water flow direction, and a longitudinal space is reserved in a crack between the longitudinal fences along the water flow direction. Is convenient for water flow and garbage discharge.

On the water areas (such as reservoirs, lakes, canals and the like) provided with the spillway and the lock at the same time, the water areas of the spillway and the lock are divided by lock walls and/or ship leading (flood) walls. Because the ship lock can not run fish, the fish blocking dam body which traverses the cross section of the water area only blocks the cross section of the spillway water area and does not block the cross section of the ship lock water area, so as to avoid influencing navigation. In the water areas, a ship lock is arranged on the shore of one side of the water area (such as a river channel), and the side is called a ship lock side shore; the other bank side of the water area is called a non-lock side bank. Preferably, the fish barrage traverses the cross-section of the spillway water area between the lock wall and/or the lead wall and the non-lock side bank in a water area having both a spillway and a lock.

Under the condition that the wall of the ship (flood) is too short, the fish blocking dam body is not easy to construct, and the fish cannot swim back. The wall for guiding ships (flood) can be lengthened.

Preferably, when the fish blocking dam is built in rivers, canals and lake water areas without ship locks, influence on navigation caused by building of the fish blocking dam is avoided. One side or two sides of the fish blocking dam body are provided with ship locks or ship passages.

A large-scale farmland aquatic product culture base is intercepted at the cross section of a water area below the farmland culture base.

When the fish blocking dam body is built in the water area, the fish blocking dam body is installed at a position where fish can swim back, and the fish cannot block the fish blocking gate.

The utility model has the advantages that by adopting the technical scheme, the fish blocking dam body is arranged at the upstream and/or the downstream of the water area according to the condition, so that a relatively closed fish culture water area which can pass water but can block fish is formed, the eutrophication of the water body is effectively avoided, and the fish culture income is obtained; meanwhile, the water channel cannot be blocked, and flood discharge cannot be hindered.

In order to make the above objects, features and advantages of the present invention more comprehensible, the present invention is further described in detail with reference to the accompanying drawings and the detailed description.

In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention. The present invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein, as those skilled in the art will be able to make similar modifications without departing from the spirit and scope of the present invention.

It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present.

Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the invention herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.

Drawings

FIG. 1 is a schematic structural view of example 1;

FIG. 2 is a partially enlarged schematic view of a portion of a frame 5 in FIG. 1;

FIG. 3 is a schematic structural view of example 2;

FIG. 4 is a schematic structural view of embodiment 3;

FIG. 5 is a schematic structural view of example 4;

FIG. 6 is a schematic structural view of example 5;

FIG. 7 is a schematic view showing the distribution positions of the fish-blocking dams according to example 6;

fig. 8 is a schematic view showing the arrangement of the fish barrage and the ship lock in example 7.

Detailed Description

Example 1: referring to fig. 1, a concrete structure of the present invention is shown, which is a fish blocking system for fish farming in a clean water area, according to the condition of the water area, and based on the principle of avoiding fish running, a fish blocking dam is disposed at the upstream and/or downstream of the water area, which traverses the cross section of the water area, so as to form a relatively closed fish farming water area capable of passing water but blocking fish.

In this example, the fish blocking dam body comprises four support piers 2, and in this example, the support piers 2 are of a steel fence structure. And better water passing capacity is formed.

The gate 1 is installed between the support piers 2, as shown in fig. 2, the steel fish blocking fence supported by the steel beams constitutes the gate 1, and the longitudinal fence 101 and the transverse fence 102 of the steel fish blocking fence are arranged in the front and back direction of the water flow, i.e. the longitudinal fence 101 is positioned at the front side of the upstream incoming water. The gap between the longitudinal fences 101 has a deep space in the direction of the water flow. The garbage in the space is not easy to enter, and water flows conveniently; the garbage is pushed by water along the surface of the longitudinal fence 101 to turn over the top end of the gate 1 to enter the downstream, and is not easy to be blocked by the transverse fence 102.

The width of the gate 1 corresponds to the width of the space between the support piers 2. The bottom end of the gate 1 is hinged to an installation bottom surface formed by the concrete foundation piles 7 through a rotating shaft 8, a steel cable of a crane 3 (a hoist, a winch and the like) is connected to a steel beam at the top end of the gate 1, the crane 3 drives the gate 1 to swing up and down around the rotating shaft 8 at the bottom end, and the swing angle is 0-45 degrees; two cranes 3 are mounted on working bridges 4 spanning the spacing of the individual piers 2.

When the gate swings to a high point position of 45 degrees, the gate is in a working state, the gate traverses between the two supporting piers 2 in an inclined posture, and the steel fish blocking fence on the inclined surface intercepts upstream fish and garbage (wave debris) coming from flood and cannot pass through. Garbage surges along the inclined surface to the top end of the gate along with water flow, the inclination of the gate can be freely finely adjusted, and manual intervention such as pushing and raking can be assisted, so that the garbage is discharged to the downstream from the top end of the gate turning over the inclined surface, the gate 1 is effectively prevented from being blocked by the garbage floating on the water and sinking in the water, and no resistance is caused to flood discharge; the intercepted fish is frightened and can swim back to the reservoir, the fish which does not swim back can be captured because of the influence of the flow rate of water, the adult fish is harvested, and the fry is sent back to the net cage of the reservoir for temporary stocking. The working bridge can also be used as a safety rope mounting base point for operators, so that the operators can conveniently stand on the gate to catch fish, push garbage to downstream and the like. The working bridge can be of a double-layer structure, the crane is arranged on the top layer, and the fish can be loaded and unloaded conveniently through the load-carrying truck on the bottom layer.

When flood running is possibly hindered, the gate can be swung to the low position of 0 degree (namely, the gate is horizontally arranged parallel to the installation bottom surface) by the crane, and normal flood overflowing can be realized. When the gate swings to 0 degree, the position of the gate is lower than the dead water level of the water area. To avoid any hindrance to the flood. If the river channel or canal is shallow, the fish blocking gate can be kept at the same level with the plane of the river bottom or the channel bottom surface after being laid flat for water passing or ship passing according to requirements. Under the condition that the spillway is arranged in the water area, the width and the depth between the support piers 2 are not less than the width and the depth of the spillway, so that the spillway is not influenced.

In this example, the gate 1 is partially arranged outside the support piers 2, and holes through which fish can pass are formed around the gate 1. For this purpose, the left, right and front sides of the gate 1 are provided with auxiliary fences 6 for plugging leaks, and the auxiliary fences 6 block fish and debris from entering, but water can pass through the auxiliary fences 6. The outer side of the auxiliary fence 6 is a slope surface conforming to the gate 1, and the included angle between the slope surface and the horizontal plane is preferably 45 degrees. The inner side of the auxiliary fence 6 is a vertical surface, so that the gate 1 can swing conveniently. The fish and the garbage are turned over to the upper surface of the gate 1 in the inclined posture of the auxiliary fence 6 along the slope surface at the outer side, and the gate 1 can work according to the flow.

The auxiliary fence 6 is preferably formed by steel fish blocking fences supported by steel beams, and the longitudinal fence and the transverse fence of the steel fish blocking fence are arranged in the front and back direction along the water flow direction.

The bottom surface of the subsidiary barrier 6 may be provided with a concrete support frame.

In this example, the installation bottom surface formed by the concrete foundation piles 7 is arranged below the gate 1, so that the hinge point installation base surface of the gate 1 and the dead water level of the water area are kept horizontal, the flood discharge pressure and the manufacturing cost of the gate are reduced, the gate is convenient to install, and the water flow of reservoir flood discharge can pass through the lower surface of the gate 1. And an auxiliary fence 6 for plugging a leak is arranged in front of the concrete foundation pile 7 and below the gate 1.

And under the condition that the construction surface meets the requirements, the concrete foundation pile 7 is not arranged.

In this example, the gate 1 is installed at a height corresponding to the normal water level of the water area. However, in order to avoid fish leakage caused by overflow of flood water in flood season, in other embodiments, an auxiliary gate may be arranged behind the gate 1, and the installation height of the auxiliary gate is set corresponding to the flood level of the water area. The structure of the fish blocking device is the same as that of the gate 1, the auxiliary gate swings to a low position of 0 degree for standby in usual time, and swings to a high position for blocking fish in flood season.

Example 2: referring to fig. 3, the difference from embodiment 1 is that in rivers, canals, channels, city protection rivers, large water diversion engineering channels or other water areas with narrow water channels, a fish blocking dam body crossing the cross section 202 of the water area can be built only by two support piers 201, and a gate 203 is arranged between the two support piers 201, so that the two support piers 201 are arranged on two sides of the water channel in order to avoid affecting water passing. The support pier 201 is of a steel fence structure to form good water passing capacity. The upstream face of the support pier 201 can also be set to a sloping surface to avoid blockage by accumulation of debris.

Example 3: referring to fig. 4, the difference from embodiment 1 is that a fish blocking dam 302 is constructed in the water area upstream of the spillway 301 of the reservoir dam 304, because the water is deep in front of the water inlet of the spillway 301. The fish blocking dam 302 is arranged on a foundation platform 303. The foundation platform 303 extends from the position of the fish blocking dam 302 to the spillway 301, and the foundation platform 303 is connected with the spillway 301. The height of the base platform 303 is not higher than the dead water level of the spillway 301. The main body of the foundation platform 303 is made of reinforced concrete or steel beam structure, and is provided with a steel fish blocking fence for blocking fish and wave debris from entering, but water can pass through. The foundation platform 303 is supported by columns, which are of reinforced concrete or steel beam construction.

The foundation platform and the fish blocking dam body thereof built in the water areas upstream of the spillways of the reservoirs, lakes and canal dams do not have any influence on the spillways and the safety of the dams.

Example 4: referring to fig. 5, the difference from embodiment 3 is that a scrap placing door 403 is arranged at a position of the base platform 401 near the water inlet of the spillway 402, and the scrap placing door 403 is connected with a scrap placing crane 404.

As the foundation platform 401 and the fish blocking dam body traverse the cross section of the whole water area, garbage (wave debris) is concentrated under the foundation platform 401, when a lot of garbage is accumulated under the foundation platform 401, the downstream end of the debris placing door 403 is lifted by starting the debris placing crane 404, and the debris placing door 403 is opened for a short time to allow the garbage to flow out to the downstream. And then the debris release door 403 is closed again. The chip discharging door 403 may not be put down due to a large water pressure, and the traction direction of the crane cable can be changed by the guide pulley arranged below the chip discharging door 403, so that the chip discharging door is pulled downwards to be closed.

Example 5: referring to fig. 6, the difference from embodiment 2 is that in a river, a canal, a berm river, a large-scale water transfer engineering canal or other water areas with narrow water passages, such as a large-scale water transfer engineering canal of north-south water transfer, a wide gate 501 is arranged between two support piers 502 to construct a fish blocking dam body traversing the cross section of the water area, and in order to avoid affecting water transfer, slopes 503 (shown by dotted lines) on both sides of the canal are excavated to cut slopes, and two support piers 502 are constructed.

The scheme has low installation investment cost and no influence, and silver carps and bighead carps in a certain proportion are scientifically released by using the water channel. The fish can be used as a sentinel for biologically detecting water quality, the water quality is improved, economic benefits can be generated, and the fish taste of the running water culture of the water channel is more delicious.

Example 6: referring to fig. 7, in a water area (such as a reservoir, lake, canal, etc.) having both a spillway 604 and a lock 605, the spillway water area and the lock water area are separated by a lock wall and a ship guide wall 606. Because the ship lock 605 can not run fish, the fish blocking dam 603 which traverses the cross section of the water area only blocks the cross section of the spillway water area and does not block the cross section of the ship lock water area, so as to avoid influencing navigation. In this type of water area, the ship lock 605 is located on the bank side of the water area (e.g., river), which is called the ship lock bank 602; the other bank of the water is referred to as the non-lock bank 601. Thus, in a body of water having both a spillway 604 and a lock 605, the fish dam 603 traverses the cross-section of the spillway body of water upstream of the spillway between the lock and/or lead walls 606 and the non-lock side banks 601.

Example 7: referring to fig. 8, when a fish blocking dam 701 is constructed in a river, a canal, or a lake where a ship lock is not installed, influence on navigation due to construction of the fish blocking dam 701 is avoided. Ship lock walls and ship guide walls 703 are built on both sides of the fish blocking dam body 701, and a left ship lock 704 and a right ship lock 702 are built between the ship lock walls and the ship guide walls 703 and a river bank 705.

A ship lock is built on one side of a river or a river, or a ship lock (ship passing channel) is respectively built on the left side and the right side of the river or the river, a ship can separately navigate along the water and against the water, the water flow speed is not fast at ordinary times, the gates above and below the ship lock are opened, and the ship can walk through the channel of the ship lock to navigate without influencing the navigation speed.

The navigation fish blocking method for the ship lock passageway comprises the following steps: the fish can be blocked by using the well-known low-voltage variable-frequency fish blocking method because the water flow in the water area is slow, the water channel is narrow and the corridor is long by using a channel in front of a ship lock and a ship lock corridor.

If the navigation of the ship lock passageway is in case of no blocking, the ship lock can be utilized to normally pass through the ship to block fish, the lower part of the ship lock is closed, a descending ship enters the ship lock, and then the upper ship lock is closed, because no water level difference exists between the upper part and the lower part of the ship lock, the lower ship lock is opened, and the ship enters the ship lock after exiting the ship lock. Thus, the lock passage can block the fish without flow speed at all. When flood rises, under the condition that fish cannot be blocked by a ship lock passageway at low voltage, a ship lock is adopted to pass through a ship, the operation is carried out according to the flow of the conventional common ship lock, the ship lock above the ship passing passageway is closed, the ship lock below the ship lock is closed after an ascending ship enters the ship lock, so that water level difference exists above and below the ship lock, then a culvert above the ship lock is opened to drain the water into the ship lock, the water level in the ship lock is leveled to the upstream water level of the ship lock, then the ship lock above is opened, and the ship which ascends goes out of the ship lock is descended to the ship lock. The fish blocking system is built in the water area, ship passing through the ship lock and ship passing through the ship lock channel are used for navigation, and the problem that the fish blocking system built in the water area cannot block fish when passing through the ship is solved. The fish blocking gate is also installed in the ship passing channel, when the ship with the extra-large flood cannot navigate, the upper part and the lower part of the gate of the ship lock are opened, the fish blocking gate installed in the ship passing channel is used for lifting and blocking fishes so as to prevent the ship lock from influencing flood overflow, and the fish blocking gate is flatly placed when the ship normally passes, so that the ship navigation is not influenced. Therefore, a fish blocking system can be built in a water area with busy ship transportation, such as a Dongting lake, for fish culture, and the water quality is improved.

In order to save cost, the fish blocking system can be built when the bridge is built in the water area. The fish blocking fence in front of the pier is supported by a steel beam frame or a reinforced concrete beam frame.

The foregoing embodiments are merely for clarity of explanation, and are not to be construed as limiting the present invention. The utility model discloses have known multiple substitution or warp in this technical field, do not deviating from the utility model discloses under the prerequisite of essence meaning, all fall into the utility model discloses a protection scope.

Claims

1. A fish-retaining system for water area fish culture for cleaning water source comprises a gate composed of steel fish-retaining fences supported by steel beams, and is characterized in that a fish-retaining dam body traversing the cross section of the water area is arranged at the upstream and/or downstream of the water area, the fish-retaining dam body comprises a plurality of supporting piers, and the gate is arranged between the supporting piers; the width of the gate is arranged corresponding to the space width of each support pier; the bottom of gate articulates in the installation bottom surface, and the hoist is connected on the top of gate, and the hoist drives the gate and winds bottom pin joint luffing motion, and the hoist is installed on supporting the mound.

2. The fish blocking system of claim 1, wherein the fish blocking dam is provided on a foundation platform extending from a position where the fish blocking dam is provided to the spillway and connected to the spillway, the foundation platform has a height not higher than a dead water level of the spillway, the foundation platform body has a steel girder structure or a reinforced concrete girder structure and is provided with a steel fish blocking fence, and the foundation platform is supported by the columns.

3. The fish containment system of claim 2, wherein the base platform is provided with a debris release door adjacent the spillway inlet, the debris release door being connected to a debris release crane.

4. A fish containment system as claimed in any one of claims 1 to 3 wherein secondary fencing to close leaks is provided on the left and right sides and on the front side of the gate.

5. A fish containment system as claimed in any one of claims 1 to 3 wherein the longitudinal and transverse fencing members of the steel fish containment fence are arranged one behind the other in the direction of flow of the water, the gaps between the longitudinal fencing members being spaced longitudinally in the direction of flow of the water.

6. A fish containment system as claimed in any one of claims 1 to 3, wherein the fish containment dam is of steel fence construction.

7. The fish containment system of claim 1, wherein the support pier means are on each shore of the waterway.

8. A fish containment system as claimed in claim 1, wherein the fish containment dam traverses the cross-section of the spillway body of water between the lock wall and/or the lead wall and the non-lock side banks in a body of water in which both the spillway and lock are provided.

9. A fish containment system as claimed in claim 1 wherein in waters where spillways and locks are not provided, locks or ship passages are provided on one or both sides of the fish containment dam.