CN114592473A - Natural habitat simulation construction structure suitable for plateau torrent slow-flow secondary water - Google Patents
Natural habitat simulation construction structure suitable for plateau torrent slow-flow secondary water Download PDFInfo
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- CN114592473A CN114592473A CN202210210874.4A CN202210210874A CN114592473A CN 114592473 A CN114592473 A CN 114592473A CN 202210210874 A CN202210210874 A CN 202210210874A CN 114592473 A CN114592473 A CN 114592473A
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 33
- 238000010276 construction Methods 0.000 title claims description 15
- 238000004088 simulation Methods 0.000 title claims description 5
- 239000004575 stone Substances 0.000 claims abstract description 21
- 239000002699 waste material Substances 0.000 claims abstract description 10
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 70
- 239000002689 soil Substances 0.000 claims description 56
- 229910052742 iron Inorganic materials 0.000 claims description 35
- 241000196324 Embryophyta Species 0.000 claims description 30
- 238000003780 insertion Methods 0.000 claims description 28
- 230000037431 insertion Effects 0.000 claims description 28
- 230000000670 limiting effect Effects 0.000 claims description 20
- 238000004804 winding Methods 0.000 claims description 19
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 6
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 6
- 241001330002 Bambuseae Species 0.000 claims description 6
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 6
- 239000011425 bamboo Substances 0.000 claims description 6
- 239000000835 fiber Substances 0.000 claims description 6
- 210000001503 joint Anatomy 0.000 claims description 2
- 230000005012 migration Effects 0.000 abstract description 3
- 238000013508 migration Methods 0.000 abstract description 3
- 241000251468 Actinopterygii Species 0.000 description 5
- 230000000694 effects Effects 0.000 description 2
- 238000001125 extrusion Methods 0.000 description 2
- 239000010842 industrial wastewater Substances 0.000 description 2
- 238000009991 scouring Methods 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 230000004083 survival effect Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000036541 health Effects 0.000 description 1
- 230000009191 jumping Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/02—Stream regulation, e.g. breaking up subaqueous rock, cleaning the beds of waterways, directing the water flow
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- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01K—ANIMAL HUSBANDRY; AVICULTURE; APICULTURE; PISCICULTURE; FISHING; REARING OR BREEDING ANIMALS, NOT OTHERWISE PROVIDED FOR; NEW BREEDS OF ANIMALS
- A01K61/00—Culture of aquatic animals
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/066—Quays
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/80—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
- Y02A40/81—Aquaculture, e.g. of fish
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- General Engineering & Computer Science (AREA)
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental Sciences (AREA)
- Marine Sciences & Fisheries (AREA)
- Zoology (AREA)
- Animal Husbandry (AREA)
- Biodiversity & Conservation Biology (AREA)
- Revetment (AREA)
Abstract
The invention relates to the technical field of a natural habitat imitation building structure and discloses a natural habitat imitation building structure suitable for plateau torrent slow-flow secondary water, which comprises a river bank, wherein the river bank comprises a lower section and an upper section, plants are planted on the upper section, an ecological cage body is arranged on the lower section, and a plurality of stones are filled in the cage body; the side edge of the riverbed is provided with a groove, the groove extends along the length direction of the riverbank, the lower end of the lower section is butted at the side edge of the groove, and the groove is filled with blocky waste materials; the lower end of the cage body is butted at the side edge of the groove and is butted against the massive waste material of the groove downwards; plants are planted at the upper section of the river bank, so that the plants can survive easily, and a sample is easy to obtain; the cage body is arranged at the lower section, the stones are arranged in the cage body, the problems that the river bank is fragile, the river bank is seriously eroded and the river bank collapses due to the fact that water flow of a high-fall high-slope falling river is turbulent are solved, and the massive waste materials in the grooves on the side edges of the river bank can provide inhabitation and migration for aquatic organisms to form a habitat system of the aquatic organisms.
Description
Technical Field
The invention relates to the technical field of a natural habitat imitation construction structure, in particular to a natural habitat imitation construction structure suitable for plateau fast-flowing and slow-flowing secondary water.
Background
China is one of numerous countries of rivers in the world, the number of independent water systems is thirty five, the number of the most main river basins is sixteen, hundreds of branch rivers are distributed on each main river, and the main river flows to the branch rivers to run through cities, farmlands, reservoirs and lakes. The pollution of each river will cause pollution of points and non-point sources, pollution of river mouths and pollution, and finally, the risk of threatening the province of aquatic organisms and fishes is caused.
In recent years, with the rapid development of social and economic construction, the demand for electric energy and water resources is increasing, and in order to meet the demand, many dams, dams and other hydraulic and hydroelectric projects are built in various countries in the world. After a dam is built on a river channel in the hydraulic and hydroelectric engineering, a physical partition is generated on the natural river channel. The industrial degree of cities and towns is improved, the population is dense, the pollution of urban river sections with more concentrated industry is still serious, the discharge of industrial wastewater and urban sewage still influences the overall water quality conditions of a plurality of river sections, branches and lakes, even the discharge of industrial wastewater and urban sewage becomes serious day by day, and the safety of water and soil resource environment and the life health of people is threatened.
High-fall high-slope falling rivers generally belong to high mountain canyon zones, are deep in mountain and high valleys, have tortuous riverways and poor traffic conditions, and bring a plurality of difficulties and challenges to the restoration of aquatic organisms and fish habitat in riparian zones. In the prior art, in the environment of plateau fast-flow and slow-flow second-channel water, the water flow end is fast, the river bank is fragile, the collapse phenomenon is easy to occur, and aquatic organisms cannot inhabit.
Disclosure of Invention
The invention aims to provide a natural habitat simulation building structure suitable for plateau rapid and slow flow secondary water, and aims to solve the problem that in the prior art, in the environment of the plateau rapid and slow flow secondary water, river banks are easy to collapse, so that aquatic organisms cannot inhabit.
The invention is realized in this way, is suitable for the imitative natural habitat construction structure of the plateau rapid-flow slow-flow second water, including forming the bank that is arranged in the form of slope on both sides of the riverbed, along the extending direction from bottom to top of the bank, the said bank includes lower section and upper section, plant on the said upper section, there are ecological cages on the said lower section, pack a plurality of stones in the said cage, have and pack the interval between the adjacent stones;
the side edge of the riverbed is provided with a groove, the groove extends along the length direction of a riverbank, the lower end of the lower section is in butt joint with the side edge of the groove, and the groove is filled with blocky waste materials; the lower end of the cage body is butted at the side edge of the groove and is butted against the blocky waste material of the groove downwards.
Further, the upper section is covered with a soil layer, and the plants are planted on the soil layer.
Further, the plant is a bush or native vegetation.
Further, the thickness of the soil layer is gradually reduced along the direction from bottom to top of the river bank, a plurality of inclined insertion plates are inserted into the soil layer, the inclined insertion plates are arranged at intervals along the direction from bottom to top of the river bank, the lower ends of the inclined insertion plates are inserted into the upper section downwards, the upper ends of the inclined insertion plates extend upwards in an inclined mode, and the upper ends of the inclined insertion plates are arranged in the soil layer; along the direction from bottom to top of the river bank, the oblique picture peg is arranged towards the upper section slope, be equipped with a plurality of through-holes that supply plant roots to pass in the oblique picture peg, the through-hole runs through oblique picture peg.
Furthermore, a plurality of layers of wire nets are arranged in the soil layer, and the plurality of layers of wire nets are arranged at intervals along the height of the soil layer; the wire netting is provided with meshes and penetrates through the through holes of the inclined insertion plates respectively to be connected with the inclined insertion plates into a whole; the wire netting includes a plurality of iron filament strips, and adjacent the arranging the iron filament strip winding is arranged, forms the winding section, the periphery in the mesh is arranged to the winding section, have the winding clearance that supplies plant roots to pass in the winding section.
Further, the upper end of the soil layer extends to the ground line, the height of the lower end of the soil layer is lower than that of the upper end of the cage body, and the lower end of the soil layer abuts against the upper end of the cage body; the ground line is cast with a cliff breaking strip which is arranged longitudinally, and the cliff breaking strip is arranged along the length direction of the ground line in an extending way; the cliff breaking strip is provided with longitudinal side walls which face the river channel and are arranged longitudinally, the bottom of each longitudinal side wall is butted at the upper end of the soil layer, and the top of the cliff breaking strip extends upwards.
Further, the cage body comprises a plurality of iron wires which are mutually wound and connected in multiple positions; the cage body surrounds and is formed with the appearance chamber, it has to hold the intracavity device the stone, be formed with periphery confined cage hole between the iron wire, hold the chamber and pass through cage hole and outside intercommunication, the diameter of stone is greater than the diameter in cage hole.
Furthermore, the cage holes are in a quadrilateral shape, the iron wires are mutually wound and connected to form connecting ends, and the connecting ends are formed at end corners of the meshes; the iron wires are provided with side length sections formed on the periphery of the meshes, the side length sections of the iron wires are enclosed to form the meshes, and the intersected side length sections are wound and connected to form the connecting ends;
an end angle cylinder is sleeved outside the connecting end, and the connecting end is sealed and covered by the end angle cylinder; four limiting cylinders extend outwards around the end angle cylinder respectively and are arranged around the periphery of the end angle cylinder, and the limiting cylinders are sleeved outside the side length section of the iron wire.
Furthermore, a fixed cylinder which is movably arranged and axially moves along the limiting cylinder is arranged in the limiting cylinder, and the fixed cylinder is clamped and fixed on the side long section; the middle part of an end angle section of thick bamboo is equipped with fixed block of fixed arrangement, the periphery at the link is fixed in the fixed block centre gripping, the periphery of fixed block is connected with four springs, the inner fixed connection of spring is in the periphery of fixed block, the outer end of spring extends to in the restriction section of thick bamboo, and with a fixed cylinder fixed connection.
Further, a plant fiber mat is fixedly laid on the lower section, and the cage body is placed on the plant fiber mat; the upper end of the cage body is provided with an abutting surface abutting against the lower end of the soil layer, the abutting surface is covered with an abutting plate, and the middle part of the abutting plate protrudes towards the lower end of the soil layer; the slot has the inboard side of deviating from the cage body, the inboard side of slot is equipped with the baffle, the baffle has the lateral wall towards the cage body, be equipped with the elastic layer on the lateral wall of baffle.
Compared with the prior art, the simulated natural habitat building structure suitable for the plateau fast-flowing slow-flowing secondary water provided by the invention has the advantages that plants are planted at the upper section of the river bank, the plants can survive easily, and the samples can be obtained easily; the cage body is arranged at the lower section, the stones are arranged in the cage body, the problems that the river bank is fragile, the river bank is seriously eroded and the river bank collapses due to the fact that water flow of a high-fall high-slope falling river is turbulent are solved, and the massive waste materials in the grooves on the side edges of the river bank can provide inhabitation and migration for aquatic organisms to form a habitat system of the aquatic organisms.
Drawings
FIG. 1 is a schematic front view of a natural habitat-simulated construction structure suitable for plateau fast-flowing and slow-flowing secondary water provided by the invention;
FIG. 2 is a schematic front view of the inclined insertion plate provided by the present invention in cooperation with a soil layer;
FIG. 3 is a schematic front view of the end corner cylinder and side length section provided by the present invention;
FIG. 4 is a schematic front view of the fixing block, the spring and the fixing barrel provided by the present invention;
fig. 5 is an enlarged schematic view at a in fig. 1.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and do not limit the invention.
The following describes the implementation of the present invention in detail with reference to specific embodiments.
The same or similar reference numerals in the drawings of the present embodiment correspond to the same or similar components; in the description of the present invention, it should be understood that if there is an orientation or positional relationship indicated by the terms "upper", "lower", "left", "right", etc. based on the orientation or positional relationship shown in the drawings, it is only for convenience of describing the present invention and simplifying the description, but it is not intended to indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and therefore, the terms describing the positional relationship in the drawings are only used for illustrative purposes and are not to be construed as limiting the present patent, and the specific meaning of the terms may be understood by those skilled in the art according to specific circumstances.
Referring to fig. 1-5, preferred embodiments of the present invention are shown.
Structure is built to imitative natural habitat suitable for plateau torrent slow flow two pass water, including forming the bank that just is the slope form and arranges in riverbed 100 both sides, along the extending direction of bank from bottom to top, the bank includes lower part section 201 and upper portion section 200, plant on the section 200 of upper portion and have plant 400, be equipped with ecological cage body 300 on the section 201 of lower part, the intussuseption of cage body 300 is filled with stone 301, stone 301 is formed in cage body 300, and like this, the stone 301 in cage body 300 and the cage body 300 then forms a whole.
The side of the riverbed 100 is provided with a groove 102, the groove 102 extends along the length direction of the riverbank, the lower end of the lower section 201 is butted at the side of the groove 102, and the groove 102 is filled with block-shaped waste materials 101; the lower end of the cage 300 abuts against the side of the groove 102 and is directed downward against the scrap pieces 101 in the groove 102.
According to the natural habitat simulation building structure suitable for the plateau rapid and slow flowing secondary water, the plants 400 are planted in the upper section 200 of the river bank, survival is easy, and samples are easy to obtain; the cage body 300 is arranged on the lower section 201, the stones 301 are arranged in the cage body 300, the problems that the river bank is weak, the river bank is seriously eroded and the river bank collapses in pieces due to the fact that water flow of a high-fall high-slope falling river is turbulent are solved, and the blocky waste 101 in the groove 102 on the side edge of the river bank can provide inhabitation and migration for aquatic organisms to form a habitat system of the aquatic organisms.
And the plant 400 protects the bottom, and the problems that aquatic organisms cannot inhabit and fishes are difficult to migrate due to the rapid water flow of high-fall high-slope rivers are solved. And (5) cutting live shrub branches to fix the root. And aquatic organism and fish habitat systems can be gradually formed by adding the cutting live shrub branches.
The upper section 200 is covered with a soil layer 401, and the plants 400 are planted on the soil layer 401, which does not facilitate the planting and growing of the plants 400. In this embodiment, the plant 400 is a bush or native vegetation, and has the characteristics of strong adaptability, easy survival, easy sample acquisition, and the like. And living shrub branches can be additionally planted on the soil layer 401, so that an aquatic organism and fish habitat system is gradually formed.
Along the direction of the river bank from bottom to top, the thickness of the soil layer 401 is gradually reduced, a plurality of inclined insertion plates 402 are inserted into the soil layer 401, the inclined insertion plates 402 are arranged at intervals along the direction of the river bank from bottom to top, the lower ends of the inclined insertion plates 402 are inserted into the upper section 200 downwards, the upper ends of the inclined insertion plates 402 extend upwards in an inclined manner, and the upper ends of the inclined insertion plates 402 are arranged in the soil layer 401; along the direction from bottom to top of the river bank, the inclined insertion plates 402 are obliquely arranged towards the upper section 200, a plurality of through holes for roots of the plants 400 to pass through are formed in the inclined insertion plates 402, and the through holes penetrate through the inclined insertion plates 402.
Through arranging the oblique inserting plate 402, the soil layer 401 can be treated in a blocking mode, the soil layer 401 is prevented from leaking downwards, scouring of rainwater and the like to the soil layer 401 is reduced, the soil layer 401 also penetrates through the through hole of the oblique inserting plate 402, and the soil layer 401 and the oblique inserting plate 402 can be integrated. The roots of the planted plants 400 penetrate through the through holes of the inclined insertion plates 402, the plants 400, the soil layer 401 and the inclined insertion plates 402 are integrally formed into an integral structure, and the inclined insertion plates 402 are inserted into the upper section 200 of the river bank, so that the integral structure is stable.
In this embodiment, a plurality of layers of iron wire nets are arranged in the soil layer 401, and the plurality of layers of iron wire nets are arranged at intervals along the height of the soil layer 401; the wire netting is provided with meshes and penetrates through the through holes of the oblique inserting plates 402 respectively to be connected with the oblique inserting plates 402 into a whole; the wire netting includes a plurality of iron silk strips, and the wire netting winding that adjacently arranges forms the winding section, and the periphery in the mesh is arranged to the winding section, has the winding clearance that supplies plant 400 root system to pass in the winding section.
In this way, the plurality of inclined insertion plates 402 are connected and fixed by the plurality of layers of iron wires, and the plurality of inclined insertion plates 402 are connected into a whole to further reinforce the soil layer 401. The winding section of iron wire has the winding clearance, and the root system of plant 400 passes the winding clearance, forms an organic whole with the wire netting, can be so that the better fixed a plurality of oblique picture peg 402 of wire netting.
In this embodiment, the upper end of the soil layer 401 extends to the ground line 502, the height of the lower end of the soil layer 401 is lower than that of the upper end of the cage 300, and the lower end of the soil layer 401 abuts against the upper end of the cage 300; the ground line 502 is cast with the cliff-breaking strips 500 which are arranged longitudinally, and the cliff-breaking strips 500 extend along the length direction of the ground line 502; the cliff strip 500 has a longitudinal side wall 501 facing the river and arranged longitudinally, the bottom of the longitudinal side wall 501 is butted against the upper end of the soil layer 401, and the top of the cliff strip 500 extends upwards.
The longitudinal side wall 501 of the cliff breaking strip 500 formed by the ground line 502 can prevent rainwater on the ground from directly washing to the river bank, and the rainwater directly falls off in a cliff jumping mode through the top of the cliff breaking strip 500 and then falls on the soil layer 401 of the upper section 200, so that the soil layer 401 is prevented from being washed, and the soil layer 401 is well protected.
In this embodiment, the cage 300 includes a plurality of iron wires, and the iron wires are wound and connected with each other at multiple positions; the cage body 300 surrounds and is formed with the appearance chamber, and it has stone 301 to hold the intracavity device, is formed with periphery confined cage hole between the iron wire, holds the chamber and passes through cage hole and outside intercommunication, and the diameter of stone 301 is greater than the diameter in cage hole.
The stone block 301 cannot come out from the cage body 300, and the stone block 301 is arranged in the accommodating cavity of the cage body 300 through the shape of the cage body 300 which is preset, so that the original stable shape can be formed by corresponding filling.
In the embodiment, the cage holes are in a quadrilateral shape, iron wires are mutually wound and connected to form connecting ends 502, and the connecting ends 502 are formed at the end corners of meshes; the iron wires are provided with side length sections 501 formed on the periphery of the meshes, the side length sections 501 of the iron wires are enclosed to form the meshes, and the intersected side length sections 501 are wound and connected to form connecting ends 502.
An end angle cylinder 503 is sleeved outside the connecting end 502, and the end angle cylinder 503 covers the connecting end 502; four limiting cylinders 504 extend outwards around the end angle cylinder 503 respectively, the four limiting cylinders 504 are arranged around the periphery of the end angle cylinder 503, and the limiting cylinders 504 are sleeved outside the side length section 501 of the iron wire.
Through set up end angle section of thick bamboo 503 at the linkage segment, can be so that the winding connection between the length of side section 501 of iron wire is more firm, the not hard up phenomenon can not appear. Secondly, the extended limiting cylinder 504 can limit the deformation of the side length section 501 of the iron wire, so that under the extrusion action of the stone blocks 301 of the iron wire of the cage body 300 and under the limiting action of the limiting cylinder 504, the deformation phenomena of large bending or protrusion and the like of the side length section 501 can be avoided, and the cage body 300 can be kept in the original set shape.
In this embodiment, the limiting cylinder 504 is provided inside with a fixed cylinder 506 movably arranged and axially moving along the limiting cylinder 504, the fixed cylinder 506 is clamped and fixed on the side length section 501, that is, the fixed cylinder 506 is fixed with the side length section 501, and the fixed cylinder 506 and the limiting cylinder 504 are movable.
The middle part of the end angle cylinder 503 is provided with a fixed block 505 which is fixedly arranged, the fixed block 505 is clamped and fixed on the periphery of the connecting end 502, and the iron wire wound and connected by the connecting section can be reinforced, connected and fixed. The periphery of fixed block 505 is connected with four springs 507, and the inner end fixed connection of spring 507 is in the periphery of fixed block 505, and the outer end of spring 507 extends to in restricting a section of thick bamboo 504, and with a fixed cylinder 506 fixed connection.
Like this, when the iron wire of cage 300 is under the extrusion of stone 301, under the condition that the side length section 501 of iron wire appears warping the pulling, the displacement can appear along with the deformation of side length section 501 in the fixed cylinder 506, at this moment, the corresponding spring 507 can be stretched or compressed, and like this, spring 507 can apply the power that restores the deformation to side length section 501 through fixed cylinder 506, greatly reduced side length section 501 probability of warping, and because fixed block 505 all is connected with spring 507 all around, spring 507 is connected with the fixed cylinder 506 that corresponds respectively, when four side length sections 501 of link 502 periphery appear warping, under the effect of spring 507, can automatically drive side length section 501 and restore and warp.
A plant 400 fiber mat is fixedly paved on the lower section 201, and the cage body 300 is arranged on the plant 400 fiber mat; the upper end of the cage 300 has an abutting surface abutting against the lower end of the soil layer 401, the abutting surface is covered with an abutting plate 302, and the middle part of the abutting plate 302 protrudes toward the lower end of the soil layer 401.
Through setting up butt plate 302, can play the effect that blocks the support to soil layer 401, and the middle part of butt plate 302 is protruding towards the lower extreme of soil layer 401, like this, increases the butt area, and is sunken with the middle part butt of the lower extreme of soil layer 401, and not only the butt is firm, and strengthens soil layer 401's integrality.
The groove 102 has an inner side deviating from the cage 300, the inner side of the groove 102 is provided with a baffle 1001, the baffle 1001 has an outer side wall facing the cage 300, and the outer side wall of the baffle 1001 is provided with an elastic layer. Thus, the baffle 1001 can buffer the water flow rushing down from the river bank, slow down the speed of the water flow and avoid the water flow from scouring and damaging the river bank.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents and improvements made within the spirit and principle of the present invention are intended to be included within the scope of the present invention.
Claims (10)
1. The natural habitat simulation building structure is suitable for plateau rapid-flow slow-flow secondary water and is characterized by comprising banks which are formed on two sides of a riverbed and arranged in an inclined mode, wherein the banks comprise lower sections and upper sections along the extending direction of the banks from bottom to top, plants are planted on the upper sections, ecological cages are arranged on the lower sections, a plurality of stones are filled in the cages, and filling gaps are formed between every two adjacent stones;
the side edge of the riverbed is provided with a groove, the groove extends along the length direction of a riverbank, the lower end of the lower section is in butt joint with the side edge of the groove, and the groove is filled with blocky waste materials; the lower end of the cage body is butted at the side edge of the groove and is butted against the blocky waste material of the groove downwards.
2. The natural habitat simulated construction system as claimed in claim 1, wherein said upper section is covered with a soil layer, and said plants are planted on said soil layer.
3. The natural habitat simulated building structure for plateau fast-flowing slow-flowing secondary water as claimed in claim 2, wherein said plants are shrubs or native vegetation.
4. The natural habitat simulated construction structure suitable for plateau fast-flowing slow-flowing secondary water as claimed in any one of claims 1 to 3, wherein the thickness of the soil layer is gradually reduced along the direction from bottom to top of the river bank, a plurality of inclined insertion plates are inserted into the soil layer, the inclined insertion plates are arranged at intervals along the direction from bottom to top of the river bank, the lower ends of the inclined insertion plates are inserted downwards into the upper section, the upper ends of the inclined insertion plates extend upwards in an inclined manner, and the upper ends of the inclined insertion plates are arranged in the soil layer; along the direction from bottom to top of the river bank, the oblique picture peg is arranged towards the upper section slope, be equipped with a plurality of through-holes that supply plant roots to pass in the oblique picture peg, the through-hole runs through oblique picture peg.
5. The simulated natural habitat construction structure suitable for plateau torrent and slow-flow secondary water as claimed in claim 4, wherein a plurality of layers of wire nets are arranged in the soil layer, and the plurality of layers of wire nets are arranged at intervals along the height of the soil layer; the wire netting is provided with meshes and penetrates through the through holes of the inclined insertion plates respectively to be connected with the inclined insertion plates into a whole; the wire netting includes a plurality of iron filament strips, and adjacent the arranging the iron filament strip winding is arranged, forms the winding section, the periphery in the mesh is arranged to the winding section, have the winding clearance that supplies plant roots to pass in the winding section.
6. The natural habitat simulated construction structure suitable for plateau torrent and slow-flowing secondary water as claimed in any one of claims 1 to 3, wherein the upper end of the soil layer extends to the ground line, the lower end of the soil layer is lower than the upper end of the cage body, and the lower end of the soil layer abuts against the upper end of the cage body; the ground line is cast with longitudinally arranged cliff breaking strips, and the cliff breaking strips extend along the length direction of the ground line; the cliff breaking strip is provided with a longitudinal side wall facing the river channel and arranged longitudinally, the bottom of the longitudinal side wall is butted at the upper end of the soil layer, and the top of the cliff breaking strip extends upwards.
7. The natural habitat simulated construction structure suitable for plateau fast-flowing and slow-flowing secondary water as claimed in any one of claims 1 to 3, wherein the cage body comprises a plurality of iron wires, and the iron wires are mutually wound and connected in multiple positions; the cage body surrounds and is formed with the appearance chamber, it has to hold the intracavity device the stone, be formed with periphery confined cage hole between the iron wire, hold the chamber and pass through cage hole and outside intercommunication, the diameter of stone is greater than the diameter in cage hole.
8. The natural habitat simulated construction structure suitable for plateau fast and slow flowing secondary water as claimed in claim 7, wherein the cage holes are in a quadrilateral shape, the iron wires are mutually wound and connected to form connecting ends, and the connecting ends are formed at end corners of the mesh holes; the iron wires are provided with side length sections formed on the periphery of the meshes, the side length sections of the iron wires are enclosed to form the meshes, and the intersected side length sections are wound and connected to form the connecting ends;
an end angle cylinder is sleeved outside the connecting end, and the connecting end is sealed and covered by the end angle cylinder; four limiting cylinders are respectively and outwards extended on the periphery of the end angle cylinder, the four limiting cylinders are arranged around the periphery of the end angle cylinder, and the limiting cylinders are sleeved outside the side length section of the iron wire.
9. The natural habitat simulated construction structure suitable for plateau fast-flowing and slow-flowing secondary water as claimed in claim 8, wherein a fixed cylinder which is movably arranged and axially moves along the limiting cylinder is arranged inside the limiting cylinder, and the fixed cylinder is clamped and fixed on the side long section; the middle part of an end angle section of thick bamboo is equipped with fixed block of fixed arrangement, the periphery at the link is fixed in the fixed block centre gripping, the periphery of fixed block is connected with four springs, the inner fixed connection of spring is in the periphery of fixed block, the outer end of spring extends to in the restriction section of thick bamboo, and with a fixed cylinder fixed connection.
10. The natural habitat simulated construction structure suitable for plateau fast-flowing and slow-flowing secondary water as claimed in any one of claims 1 to 3, wherein a plant fiber mat is fixedly laid on the lower section, and the cage body is placed on the plant fiber mat; the upper end of the cage body is provided with a butting surface which is butted with the lower end of the soil layer, the butting surface is covered with a butting plate, and the middle part of the butting plate protrudes towards the lower end of the soil layer; the slot has the inboard side of deviating from the cage body, the inboard side of slot is equipped with the baffle, the baffle has the lateral wall towards the cage body, be equipped with the elastic layer on the lateral wall of baffle.
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