CN211111301U - Impact-resistant soft enclosure system for large-surface lake restoration area - Google Patents
Impact-resistant soft enclosure system for large-surface lake restoration area Download PDFInfo
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- CN211111301U CN211111301U CN201921602535.0U CN201921602535U CN211111301U CN 211111301 U CN211111301 U CN 211111301U CN 201921602535 U CN201921602535 U CN 201921602535U CN 211111301 U CN211111301 U CN 211111301U
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Abstract
The utility model discloses a soft system that encloses of impact-resistant formula for large water surface lake restoration area, it includes that the skin encloses the device that separates, the device is enclosed in the middle level, inlayer encloses and separates device and water purification plant layer, the skin encloses the device and includes outer counterweight, skin separates net and outer body, outer counterweight is connected to the bottom that separates the net, outer body is connected in the top that the outer net that separates, the middle level encloses the device and includes middle level counterweight, middle level separates net and middle level body, the bottom that the middle level separates the net is connected at middle level counterweight, the middle level body is connected in the top that the middle level separates the net, the inlayer encloses and separates the device and includes inlayer counterweight, inlayer separates net and inlayer body, the bottom that the inlayer separates the net is connected at inlayer, the inlayer body is connected in the top that the inlayer separates the net, the water purification plant layer is established at the middle level and separates between net. The enclosure system is suitable for the isolation of the lake water ecological restoration area with a large water surface and a certain flow velocity from the water body in the unrepaired area, pollution sources and the like.
Description
Technical Field
The utility model relates to an enclose and separate application, floating leaf plant median purification technique, water floater and pollutant isolation technical field etc. of device in water ecological remediation technique, especially relate to a soft system that encloses of formula of shocking resistance that is used for big water face lake restoration district.
Background
Along with the rapid development of cities, the pollution of lakes and rivers in cities caused by human activities is more serious, the problems of eutrophication of water bodies and black and odorous riverways are more and more severe, pollution sources are unknowingly converged into the water bodies, the self-cleaning function of the water bodies is gradually lost, the structure of the ecological system of the water bodies is imperfect, and the water quality is gradually deteriorated. In water pollution treatment and ecological restoration engineering projects, water bodies in treated areas and untreated areas are often required to be blocked due to problems of water areas and regional treatment, and factors which are unfavorable to water ecological restoration, such as pollutants, blue algae, wild fishes and the like in the water bodies in the untreated areas are prevented from entering a water ecological restoration area.
At present, two types of dam body blocking and dirt separation barrier blocking are usually adopted for water pollution treatment and ecological restoration engineering projects needing water body partition. The dam body barrier is divided into permanent barrier modes such as sand bag dam barrier, concrete dam barrier and the like according to the size of an engineering project, and the barrier of the dirt separation barrier is divided into soft surrounding water permeable barrier with different apertures and meshes and completely water impermeable turbid separating curtain barrier according to the requirements of the engineering project. In the blocking categories, the blocking of the dam body plays a role in completely isolating the water body in the area which is not repaired, but due to the factors of complex construction procedures, great influence on the water pollution treatment and repair area, inconvenience in disassembly, lack of attractiveness and the like, the blocking cannot be well applied to ecological repair engineering in large water surface water body subareas; the dirt separation barrier has the advantages of simple construction and disassembly, adjustable aperture of the curtain cloth, adjustable height and the like, is widely applied to static lake ecological restoration with moderate area and proper water depth, but in a water body with a certain flow velocity, the stability of the dirt separation barrier is tested seriously, and the risk that pollutants in the water body of an unrepaired area enter the water body to be restored along with the flow velocity of the water body is increased. Therefore, research and development of a partitioned treatment blocking mode and a method suitable for a water body with a large water surface and a certain flow velocity are ten urgent, important and meaningful works.
The related patent technologies and documents of arrangement methods, modes and engineering bodies which are registered in China at present and are related to a floating sewage discharging dam (CN201410421162) of a submerged lake, a ② multifunctional soft enclosure device (CN201620790162), a ③ controllable soft enclosure (CN 2016209232) and a ④ novel convenient-to-move soft enclosure (CN 201822666) are mainly characterized in that preliminary purification of the isolated polluted water body is not considered, certain potential pollution factors are provided for the water body which is already repaired in a water pollution treatment area, adjustment of the ①③④ enclosure device needs to inflate a floating body through a fan or an air pump, additional power and electric energy input is needed, the use cost is high from the aspect of energy saving, and a patent ② discloses a multifunctional enclosure device with certain water quality purification effect, which has poor adjustability and no flow rate resistance function, and can be applied to large-surface water with certain flow rate and high water concentration.
SUMMERY OF THE UTILITY MODEL
Therefore, the impact-resistant soft enclosure system for the large-water-surface lake restoration area is needed to be provided, which is suitable for blocking the water bodies in the large-water-surface lake restoration area and the un-restored area at a certain flow rate, the pollution sources and the like, ensures that the treated water bodies with effects are not influenced by the water bodies in the adjacent un-treated area or the pollution sources, and has low cost and good adjustability.
An impact-resistant soft enclosure system for a large-water-surface lake restoration area comprises an outer enclosure device, a middle enclosure device, an inner enclosure device and a water purification plant layer, wherein the outer enclosure device, the middle enclosure device and the inner enclosure device are sequentially arranged and have intervals; the outer-layer enclosure device comprises an outer-layer weight piece, an outer-layer partition net and an outer-layer floating body, the outer-layer weight piece is used for settling on the lake bed, the bottom of the outer-layer partition net is connected with the outer-layer weight piece, and the outer-layer floating body is connected to the top of the outer-layer partition net; the middle-layer enclosure device comprises a middle-layer weight piece, a middle-layer partition net and a middle-layer floating body, the middle-layer weight piece is used for being fixed on a lake bed, the bottom of the middle-layer partition net is connected with the middle-layer weight piece, and the middle-layer floating body is connected to the top of the middle-layer partition net; the inner-layer enclosure device comprises an inner-layer weight piece, an inner-layer partition net and an inner-layer floating body, the inner-layer weight piece is used for being fixed on a lake bed, the bottom of the inner-layer partition net is connected with the inner-layer weight piece, and the inner-layer floating body is connected to the top of the inner-layer partition net; the water body purification plant layer is arranged between the middle layer separation net and the outer layer separation net.
In one embodiment, the water purifying plant layer comprises a net bag and purifying plants; two sides of the net bag are respectively connected with the middle layer floating body and the outer layer floating body; the purification plants are arranged in the net bag.
In one embodiment, the clarification plant comprises a submerged plant and a floating plant; the string bag is the geotechnique's net that adopts the material HDPE to make.
In one embodiment, the connection modes of the middle floating body, the outer floating body and the net bag are one or more of connection hook connection, rubber wire rope connection and strapping connection.
In one embodiment, the buoyancy of the outer floating body is larger than the sum of the gravity of the outer weight and the gravity of the outer separation net, the outer separation net is a polyethylene water-permeable net with the mesh of 20-30 meshes, the length of the outer separation net is the same as that of the outer floating body, the height of the outer separation net is 1-1.5 times of the water depth of the water body to be restored at the highest water level, the outer weight is composed of gravels with the grain diameter of 8-15 cm, the outer weight is fixed through a gabion structure sewn with the outer separation net, and the connection mode is rubber wire rope sewing or strapping fixing;
the buoyancy of the middle layer floating body is larger than the sum of the gravity of the middle layer weight piece and the gravity of the middle layer separation net, the middle layer separation net is a 50-60 mesh polyethylene water-permeable net, the length of the middle layer separation net is the same as that of the middle layer floating body, the height of the middle layer separation net is 1-1.5 times of the water depth of the water body to be restored at the highest water level, the middle layer weight piece is composed of gravels with the grain diameter of 8-15 cm, the middle layer weight piece is fixed through a gabion structure sewn with the middle layer separation net, and the connection mode is rubber wire rope sewing or strapping tape fixing;
the buoyancy of the inner layer floating body is larger than the sum of the gravity of the inner layer weight piece and the gravity of the inner layer separation net, the inner layer separation net is a waterproof PVC antifouling curtain net, the length of the inner layer separation net is the same as that of the inner layer floating body, the height of the inner layer separation net is 1-1.5 times of the water depth of the water body to be restored at the highest water level, the inner layer weight piece is composed of gravels with the grain diameter of 8-15 cm, the inner layer weight piece is fixed through a gabion structure sewn with the inner layer separation net, and the connection mode is rubber wire rope sewing or strapping fixing.
In one embodiment, the fixing device comprises a columnar fixing device, the fixing device is used for being embedded in a lake bed, at least the top of the fixing device is open, the fixing device is arranged on the outer layer weight part, the middle layer weight part and the inner layer weight part, the outer layer weight part, the middle layer weight part and the inner layer weight part correspond to the fixing device, and the outer layer weight part, the middle layer weight part and the inner layer weight part are arranged in the corresponding passages of the fixing device.
In one embodiment, the fixing device is a stainless steel pipe with buckles at the top or a tubular structure with buckles at the top and made of other load-bearing equivalent moso bamboo materials, the fixing device is buried in the lake bed for at least 3m, and the length of the part of the fixing device protruding out of the water surface is the water depth of the water body to be restored at the lowest water level.
In one embodiment, the outer floating body is connected with the outer separation net through a rubber wire rope or a strapping tape, the middle floating body is connected with the middle separation net through a rubber wire rope or a strapping tape, and the inner floating body is connected with the inner separation net through a rubber wire rope or a strapping tape.
In one embodiment, the outer layer enclosure and the outer layer separation net, the middle layer enclosure and the middle layer separation net, and the inner layer enclosure and the inner layer separation net are connected through stainless steel wires, and the length of the stainless steel wires is greater than the water depth of the water body to be restored at the highest water level.
In one embodiment, the distance between the outer layer enclosure and the middle layer enclosure and the distance between the middle layer enclosure and the inner layer enclosure are between 2 and 5 m.
The utility model discloses a soft enclosure system of impact resistance formula for big surface of water lake restoration district has following beneficial effect:
(1) the device is suitable for separating the water bodies in the ecological restoration area and the non-restoration area of the lake water body with large water surface and certain flow velocity, pollution sources and the like, ensures that the water bodies with treatment effect are not influenced by the water bodies or the pollution sources in the adjacent non-treatment area, and has low cost and good adjustability.
(2) The utility model discloses a separation such as the soft barricade system of formula of shocking resistance for big surface of water lake restoration zone is applicable to the lake water ecological remediation region and the not restoration district water, pollution sources of big surface of water, the certain velocity of flow that has. The outer-layer enclosure device has the functions of preventing garbage or fish with larger volume in an unrepaired area of the water body from entering a water pollution treatment area, preliminarily reducing the impact of the water body in the unrepaired area on the inner-layer enclosure device, and realizing the up-and-down fluctuation along with the fluctuation of the water level through the top floating ball; the middle layer enclosure device has the functions of mainly preventing individual fishes in an unrepaired water body area and the like from entering a water pollution treatment area, further reducing the impact of the unrepaired water body on the inner layer enclosure device, and simultaneously forming a closed area with the outer layer enclosure device to provide a closed planting space for the water body purification plant layer; the inner-layer enclosure device has the main functions of obstructing the water body exchange of the ecological restoration area and the unrepaired area and ensuring that the water quality of the water body in the restoration area is not polluted; the function of the water purification plant layer is mainly to utilize the plant root system to preliminarily filter and purify the water in the area which is not repaired, and simultaneously utilize the blockage of the root system to reduce the flow velocity of the water, protect each layer of enclosure system and enhance the anti-water flow scouring capability of the system.
(3) The fixing device of the utility model mainly has the functions of fixing the outer layer enclosure device, the middle layer enclosure device and the inner layer enclosure device; the function of each counterweight is mainly to enhance the stability of each corresponding enclosure device and prevent each layer of enclosure device from floating along with water flow.
Drawings
Fig. 1 is a schematic view of an impact-resistant soft enclosure system for a large-surface lake restoration area according to an embodiment of the present invention.
Description of the reference numerals
1: an outer enclosure means; 2. a middle layer enclosure device; 3. an inner layer enclosure; 4. purifying a plant layer in a water body; 5. a fixing device; 11: an outer layer weight member; 12: an outer layer separation net; 13: an outer layer floating body; 21: a middle layer weight member; 22: a middle layer separation net; 23: a middle layer floating body; 31: an inner layer weight member; 32: an inner layer separation net; 33: an inner layer floating body; 41: a net bag; 42: purifying the plants; a: a maximum water level; b: a lake bed; c: the lowest water level.
Detailed Description
In order to facilitate understanding of the present invention, the present invention will be described more fully hereinafter with reference to the accompanying drawings. The preferred embodiments of the present invention are shown in the drawings. The invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete.
It will be understood that when an element is referred to as being "secured to" another element, it can be directly secured to 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. When an element is referred to as being "mounted on" another element, it can be directly mounted on the other element or intervening elements may also be present. When an element is referred to as being "on" another element, it can be directly on 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.
Referring to fig. 1, an embodiment of the present invention provides an impact-resistant soft enclosure system for large lake restoration areas, which includes an outer enclosure device 1, a middle enclosure device 2, an inner enclosure device 3, and a water purification plant layer 4.
The outer layer enclosure device 1, the middle layer enclosure device 2 and the inner layer enclosure device 3 are sequentially arranged in sequence and have intervals.
The outer enclosure device 1 comprises an outer counterweight 11, an outer isolation net 12 and an outer floating body 13. The outer layer weight piece 11 is used for settling on the lake bed B, the bottom of the outer layer separation net 12 is connected with the outer layer weight piece 11, and the outer layer floating body 13 is connected to the top of the outer layer separation net 12.
The middle layer enclosure device 2 comprises a middle layer weight piece 21, a middle layer isolation net 22 and a middle layer floating body 23. The middle layer weight piece 21 is used for being fixed on the lake bed B, the bottom of the middle layer separation net 22 is connected with the middle layer weight piece 21, and the middle layer floating body 23 is connected with the top of the middle layer separation net 22.
The inner enclosure 3 includes an inner weight member 31, an inner spacer mesh 32, and an inner float 33. The inner layer weight piece 31 is used for being fixed on the lake bed B, the bottom of the inner layer separation net 32 is connected with the inner layer weight piece 31, and the inner layer floating body 33 is connected with the top of the inner layer separation net 32.
The water body purifying plant layer 4 is arranged between the middle layer separation net 22 and the outer layer separation net 12.
Further, the water purifying plant layer 4 includes a string bag 41 and purifying plants 42. The two sides of the net bag 41 are respectively connected with the middle layer floating body 23 and the outer layer floating body 13, and the purification plants 42 are arranged in the net bag 41.
Further, the purification plants 42 include submerged plants and floating plants with developed root systems, and the net bag 41 is a geonet made of HDPE. Submerged plants and floating plants with developed planted root systems grow in a certain range through the captive breeding of the net bag 41, the purification plants 42 grow in a certain range, the root systems of the plant belts formed by the growth plants are interwoven in a water body to form a sponge net-shaped structure, large granular substances in the water body in an unrepaired area are effectively intercepted, the assimilation of the root systems per se absorbs nutritive salts such as nitrogen and phosphorus in the water body, the water quality of the unrepaired area is purified, and the risk of polluting the water body to be repaired is reduced. A large number of researches show that the removal efficiency of the myriophyllum to ammonium nitrogen, nitrate nitrogen and total nitrogen in the polluted water body reaches more than 90 percent, and the myriophyllum shows a remarkable removal effect. Over time, the total nitrogen concentration in the water decays in a negative exponential fashion. The above parts of the foxtail algae and the pennisetum purpureum above the water surface also play a certain role in landscape decoration of the whole soft enclosure system.
Furthermore, the connection mode between the middle layer floating body 23 and the outer layer floating body 13 and the net bag 41 is one or more of connection hook connection, rubber wire rope connection and strapping connection.
Further, the buoyancy of the outer layer floating body 13 is larger than the sum of the gravity of the outer layer weight piece 11 and the gravity of the outer layer separation net 12, the outer layer separation net 12 is a polyethylene water-permeable net with 20-30 meshes, so that a water body can pass through, meanwhile, larger fishes and larger garbage sundries in the water body in an unrepaired area are intercepted, the length of the outer layer separation net 12 is the same as that of the outer layer floating body 13, the height of the outer layer separation net 12 is determined according to actual project requirements and is generally 1-1.5 times of the water depth of the water body to be restored at the highest water level A, the outer layer weight piece 11 is composed of gravels with the grain diameter of 8-15 cm, the outer layer floating body 11 is fixed through a gabion structure sewn with the outer layer separation net 12, and the connection mode is that a rubber wire.
The buoyancy of the middle layer floating body 23 is larger than the sum of the gravity of the middle layer counterweight 21 and the gravity of the middle layer separation net 22, and the middle layer separation net 22 is a 50-60-mesh polyethylene water-permeable net, so that water can pass through and smaller fishes in the water in an unrepaired area can be intercepted. The length of the middle layer separation net 22 is the same as that of the middle layer floating body 23, the height of the middle layer separation net 22 is determined according to actual project requirements and is generally 1-1.5 times of the water depth of the water body to be restored at the highest water level A, the middle layer weight piece 21 is composed of gravels with the grain diameter of 8-15 cm, the middle layer weight piece 21 is fixed through a gabion structure sewn with the middle layer separation net 22, and the connection mode is sewing with a rubber wire rope or fixing with a strapping tape.
The buoyancy of the inner layer floating body 33 is larger than the sum of the gravity of the inner layer counterweight 31 and the gravity of the inner layer separation net 32, and the inner layer separation net 32 is a waterproof PVC antifouling curtain net which completely prevents the water body exchange between a water pollution restoration area and an unrepaired area. The length of the inner layer separation net 32 is the same as that of the inner layer floating body 33, the height of the inner layer separation net 32 is determined according to actual project requirements and is generally 1-1.5 times of the water depth of the water body to be restored when the water body is at the highest water level A, the inner layer weight piece 31 is composed of gravels with the grain diameter of 8-15 cm, the inner layer weight piece 31 is fixed through a gabion structure sewn with the inner layer separation net 32, and the connection mode is rubber wire rope sewing or strapping tape fixing.
Further, the utility model discloses a soft system of enclosing of separating of formula of shocking resistance for large water surface lake restoration district still includes cylindrical fixing device 5, and fixing device 5 is used for inlaying and inserts on lake bed B, and the at least open-top of fixing device 5 just has the passageway along axial extension, and outer counterweight 11, middle level counterweight 21 and inner layer counterweight 31 all correspond there is fixing device 5, and outer counterweight 11, middle level counterweight 21 and inner layer counterweight 31 are all established in fixing device 5.
Further, the fixing device 5 is a stainless steel pipe with a buckle at the top or a tubular structure with a buckle at the top made of other moso bamboo materials with equivalent bearing capacity, the length of the fixing device 5 embedded in the lake bed B is at least 3m, and the length of the part of the fixing device 5 protruding out of the water surface is the water depth when the water body to be restored is at the lowest water level C. The length of the fixing device 5 is generally the sum of the water depth of the water body to be restored at the lowest water level C and the length of the part of the bottom mud B which is driven by the steel pipe. During fixing device 5 is squeezed into the sediment B that the project encloses and separates setting position both ends as required, enclose the connecting rope at each layer body both ends of separating device and fix on 5 top ring buckles of fixing device, the body both ends connecting rope should reserve suitable length according to the project actual conditions, when being convenient for fluctuate from top to bottom in the water level, enclose and separate can free fluctuation. And the height between the highest water level A and the lowest water level C of the project is taken as the basis for considering the length of the connecting rope.
Further, the outer layer floating body 13 is connected with the outer layer separation net 12 through a rubber wire rope or a strapping tape, the middle layer floating body 23 is connected with the middle layer separation net 22 through a rubber wire rope or a strapping tape, and the inner layer floating body 33 is connected with the inner layer separation net 32 through a rubber wire rope or a strapping tape.
Further, the outer layer enclosure and the outer layer separation net 12, the middle layer enclosure and the middle layer separation net 22, and the inner layer enclosure and the inner layer separation net 32 are connected through stainless steel wires, and the length of the stainless steel wires is greater than the water depth of the water body to be restored when the water body is at the highest water level A.
Furthermore, the distance between the outer layer enclosure and the middle layer enclosure and the distance between the middle layer enclosure and the inner layer enclosure are between 2 and 5 m.
The utility model discloses a soft enclosure system of impact resistance formula for big surface of water lake restoration district has following beneficial effect:
(1) the device is suitable for separating the water bodies in the ecological restoration area and the non-restoration area of the lake water body with large water surface and certain flow velocity, pollution sources and the like, ensures that the water bodies with treatment effect are not influenced by the water bodies or the pollution sources in the adjacent non-treatment area, and has low cost and good adjustability.
(2) The utility model discloses a separation such as the soft barricade system of formula of shocking resistance for big surface of water lake restoration zone is applicable to the lake water ecological remediation region and the not restoration district water, pollution sources of big surface of water, the certain velocity of flow that has. The outer-layer enclosure device 1 has the functions of preventing garbage or fish with larger volume in an unrepaired area of a water body from entering a water pollution treatment area, preliminarily reducing the impact of the water body in the unrepaired area on the inner-layer enclosure device 3, and realizing the up-and-down fluctuation along with the fluctuation of the water level through a top floating ball; the function of the middle layer enclosure device 2 is mainly to prevent individual fishes in the unrepaired water body area from entering the water pollution treatment area, further reduce the impact of the unrepaired water body on the inner layer enclosure device 3, and form a closed area with the outer layer enclosure device 1 to provide a closed planting space for the water body purification plant 42 layer 4; the inner-layer enclosure device 3 has the main function of isolating the water body exchange between the ecological restoration area and the unrepaired area and ensuring that the water quality of the water body in the restoration area is not polluted; the water purification plant 42 layer 4 mainly has the functions of primarily filtering and purifying the water in the unrepaired area by using the plant root system, reducing the flow velocity of the water by using the blockage of the root system, protecting each layer of enclosure system and enhancing the anti-water flow scouring capability of the system.
(3) The fixing device 5 of the utility model mainly has the functions of fixing the outer layer enclosure device 1, the middle layer enclosure device 2 and the inner layer enclosure device 3; the function of each counterweight is mainly to enhance the stability of each corresponding enclosure device and prevent each layer of enclosure device from floating along with water flow.
The technical features of the embodiments described above may be arbitrarily combined, and for the sake of brevity, all possible combinations of the technical features in the embodiments described above are not described, but should be considered as being within the scope of the present specification as long as there is no contradiction between the combinations of the technical features.
The above-mentioned embodiments only represent some embodiments of the present invention, and the description thereof is specific and detailed, but not to be construed as limiting the scope of the present invention. It should be noted that, for those skilled in the art, without departing from the spirit of the present invention, several variations and modifications can be made, which are within the scope of the present invention. Therefore, the protection scope of the present invention should be subject to the appended claims.
Claims (10)
1. An impact-resistant soft enclosure system for large-surface lake restoration areas, characterized in that: the device comprises an outer layer enclosure device, a middle layer enclosure device, an inner layer enclosure device and a water body purification plant layer, wherein the outer layer enclosure device, the middle layer enclosure device and the inner layer enclosure device are sequentially arranged and have intervals with each other; the middle-layer enclosure device comprises a middle-layer weight piece, a middle-layer partition net and a middle-layer floating body, the middle-layer weight piece is used for being fixed on a lake bed, the bottom of the middle-layer partition net is connected with the middle-layer weight piece, and the middle-layer floating body is connected to the top of the middle-layer partition net; the inner-layer enclosure device comprises an inner-layer weight piece, an inner-layer partition net and an inner-layer floating body, the inner-layer weight piece is used for being fixed on a lake bed, the bottom of the inner-layer partition net is connected with the inner-layer weight piece, and the inner-layer floating body is connected to the top of the inner-layer partition net; the water body purification plant layer is arranged between the middle layer separation net and the outer layer separation net.
2. The impact-resistant soft barricade system for large surface lake restoration areas according to claim 1, wherein the water body purification plant layer comprises a net bag and purification plants; two sides of the net bag are respectively connected with the middle layer floating body and the outer layer floating body; the purification plants are arranged in the net bag.
3. The impact-resistant soft-enclosure system for large-surface lake restoration zones according to claim 2, wherein the purification plants comprise submerged plants and floating plants; the string bag is the geotechnique's net that adopts the material HDPE to make.
4. The impact-resistant soft barricade system for the large lake restoration area as claimed in claim 2, wherein the connection modes of the middle layer floating body, the outer layer floating body and the net bag are all one or more of a chain hook connection, a rubber wire rope connection and a strapping connection.
5. The impact-resistant soft enclosure system for the large water surface lake restoration area according to any one of claims 1-4, wherein the buoyancy of the outer floating body is greater than the sum of the gravity of the outer weight and the gravity of the outer separation net, the outer separation net is a polyethylene water-permeable net with 20-30 meshes, the length of the outer separation net is the same as that of the outer floating body, the height of the outer separation net is 1-1.5 times of the water depth at the highest water level of a water body to be restored, the outer weight is composed of gravels with the grain size of 8-15 cm, the outer weight is fixed through a gabion structure sewn with the outer separation net in a manner of rubber wire rope sewing or strapping tape fixing;
the buoyancy of the middle layer floating body is larger than the sum of the gravity of the middle layer weight piece and the gravity of the middle layer separation net, the middle layer separation net is a 50-60 mesh polyethylene water-permeable net, the length of the middle layer separation net is the same as that of the middle layer floating body, the height of the middle layer separation net is 1-1.5 times of the water depth of the water body to be restored at the highest water level, the middle layer weight piece is composed of gravels with the grain diameter of 8-15 cm, the middle layer weight piece is fixed through a gabion structure sewn with the middle layer separation net, and the connection mode is rubber wire rope sewing or strapping tape fixing;
the buoyancy of the inner layer floating body is larger than the sum of the gravity of the inner layer weight piece and the gravity of the inner layer separation net, the inner layer separation net is a waterproof PVC antifouling curtain net, the length of the inner layer separation net is the same as that of the inner layer floating body, the height of the inner layer separation net is 1-1.5 times of the water depth of the water body to be restored at the highest water level, the inner layer weight piece is composed of gravels with the grain diameter of 8-15 cm, the inner layer weight piece is fixed through a gabion structure sewn with the inner layer separation net, and the connection mode is rubber wire rope sewing or strapping fixing.
6. The impact-resistant soft barricade system for large surface lake restoration areas according to any one of claims 1-4, further comprising a columnar fixing device for being embedded in a lake bed, wherein the fixing device is at least open at the top and has a channel extending along the axial direction, the fixing device corresponds to each of the outer layer weight, the middle layer weight and the inner layer weight, and the outer layer weight, the middle layer weight and the inner layer weight are all arranged in the corresponding channel of the fixing device.
7. The impact-resistant flexible enclosure system for large surface lake restoration areas of claim 6, wherein the fixing device is a stainless steel pipe with top buckles or other tubular structure with top buckles made of moso bamboo material with equivalent bearing capacity, the length of the fixing device embedded in the lake bed is at least 3m, and the length of the part of the fixing device protruding out of the water surface is the water depth at the lowest water level of the water body to be restored.
8. The impact-resistant flexible enclosure system for large-surface lake restoration areas according to any one of claims 1-4, wherein the outer floating body is connected with the outer isolation net through a rubber wire rope or a strapping tape, the middle floating body is connected with the middle isolation net through a rubber wire rope or a strapping tape, and the inner floating body is connected with the inner isolation net through a rubber wire rope or a strapping tape.
9. The impact-resistant soft enclosure system for the large-surface lake restoration area according to any one of claims 1 to 4, wherein the outer enclosure and the outer screen, the middle enclosure and the middle screen, and the inner enclosure and the inner screen are connected by stainless steel wires, and the length of the stainless steel wires is greater than the water depth of the water body to be restored at the highest water level.
10. The impact-resistant soft enclosure system for the large lake restoration area as claimed in any one of claims 1 to 4, wherein the distance between the outer enclosure and the middle enclosure and the distance between the middle enclosure and the inner enclosure are between 2 and 5 m.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201921602535.0U CN211111301U (en) | 2019-09-24 | 2019-09-24 | Impact-resistant soft enclosure system for large-surface lake restoration area |
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| CN201921602535.0U CN211111301U (en) | 2019-09-24 | 2019-09-24 | Impact-resistant soft enclosure system for large-surface lake restoration area |
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| CN211111301U true CN211111301U (en) | 2020-07-28 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110563151A (en) * | 2019-09-24 | 2019-12-13 | 广东河海工程咨询有限公司 | Impact-resistant soft enclosure system for large-surface lake restoration area |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110563151A (en) * | 2019-09-24 | 2019-12-13 | 广东河海工程咨询有限公司 | Impact-resistant soft enclosure system for large-surface lake restoration area |
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