Water and soil conservation ecological anchoring structure of power transmission and transformation line tower footing side slope

Abstract

The invention provides a water and soil conservation ecological anchoring structure of a power transmission and transformation line tower footing side slope, and relates to the field of ecological management, the water and soil conservation ecological anchoring structure comprises a tower footing side slope, a prefabricated lattice beam main body, a blocking isolation ridge, a moisturizing combined protection net, a fixed anchor rod, a growth isolation unit and an anchoring auxiliary unit; the prefabricated lattice beam bodies are fixedly connected to the front portions of tower footing slopes correspondingly. The flow guide part is fixedly connected to the front end of the prefabricated lattice beam main body; the blocking and isolating ridge is poured at the upper end of the inner side of the tower footing slope; the fixed anchor rods are fixedly connected to the inner side of the tower footing slope through drilling and pouring; the growth isolation unit is arranged on the outer side of the blocking isolation ridge; the anchoring auxiliary unit is arranged in front of the prefabricated lattice beam main body, multiple measures are combined to construct a three-dimensional prevention and control system from a physical barrier to chemical intervention, and the problems that existing vine plants are prone to climbing to a slope, a power transmission and transformation line tower is eroded to a certain degree, and the service life of the power transmission and transformation line tower is affected are solved.

Description

Technical Field

[0001] The present invention relates to the technical field of ecological management, and in particular to a soil and water conservation ecological anchoring structure for a power transmission and transformation line tower base slope. Background Art

[0002] Transmission and transformation line tower foundations are often constructed in complex terrain, requiring both engineering safety and ecological protection for slopes. This has led to the development of ecological anchoring technology. The current structure consists of three components: an engineering anchoring system consisting of anchor rods (cables) and lattice beams to resist sliding forces and enhance slope stiffness; an ecological protection system consisting of a vegetated concrete spray layer and vegetation planting to provide a growth medium and reduce soil erosion; and a drainage system consisting of surface intercepting ditches and underground permeable pipes to prevent and control water damage. This technology aims to ensure engineering safety, achieve a slope stability coefficient ≥1.3, achieve ecological restoration, and maintain a vegetation coverage rate ≥80%, while also meeting full lifecycle requirements and a design life of ≥30 years.

[0003] The existing publication number is: CN115404887B. The present invention relates to the field of ecological governance technology, and in particular to an ecological governance soil and water conservation slope protection system. The present invention includes a connecting device, a protective net, an anchoring device and a steel wire rope; the anchoring device is fixed on the slope surface of the slope, and the anchoring devices are arranged in a matrix; the connecting device is arranged between two anchoring devices that are adjacent in the transverse direction and in the longitudinal direction, and the connecting device and the anchoring device divide the slope surface of the slope into rectangular modular protection units; the protective net includes a plurality of corner nets, a plurality of side nets and a plurality of middle nets, and the corner nets, the side nets and the middle nets are respectively connected with the anchoring devices at the corresponding positions and then laid flat on the slope surface; two adjacent protective nets are fixedly connected together; the steel wire rope is fixedly arranged between the connecting devices that are opposite in the transverse direction and opposite in the longitudinal direction. When a protective net is damaged, it can be partially replaced; the connecting device and the steel wire rope can form an overall fixing system of the protective net, making the fixing of the protective net safer and more reliable.

[0004] However, due to the long-term growth of plants in the existing ecological anchoring structure, the roots of the plants tend to spread to the top of the slope. The long-term spread of the plant roots can easily cause certain erosion to the base of the transmission and transformation line tower. At the same time, many ecological slopes will plant vines such as creepers and kudzu on the edges of the lattice beams. These vines tend to climb up the slope, causing certain erosion to the transmission and transformation line tower, affecting the service life of the transmission and transformation line tower. Summary of the Invention

[0005] In view of this, the present invention provides a soil and water conservation ecological anchoring structure for the base slope of a power transmission and transformation line tower, which has the function of effectively preventing roots from spreading upward. The anti-climbing guide plate guides the climbing direction of vines to avoid erosion of the power transmission and transformation line tower, thereby extending the service life of the equipment. The chemical root control plate forms a chemical barrier when the roots break through the physical barrier. Multiple measures are combined to construct a three-dimensional prevention and control system from physical barriers to chemical intervention, which accurately controls the growth range of plant roots and vines, thereby ensuring the soil-fixing function of slope vegetation and eliminating the potential harm of plants to power transmission and transformation facilities, realizing the coordinated optimization of ecological protection and engineering safety, facilitating the construction of the entire prefabricated lattice beam body, and improving the construction efficiency of the prefabricated lattice beam body.

[0006] The present invention provides a soil and water conservation ecological anchoring structure for the tower base slope of a power transmission and transformation line, which specifically comprises a tower base slope, a prefabricated lattice beam main body, a guide piece, a blocking isolation sill, a moisture-retaining joint protection net, a fixed anchor rod, an anchor nut, a growth isolation unit and an anchor auxiliary unit; the prefabricated lattice beam main body is provided with multiple groups, and the multiple groups of prefabricated lattice beam main bodies are respectively fixedly connected to the front of the tower base slope, and the multiple groups of prefabricated lattice beam main bodies are all rectangular frame-shaped integrated prefabricated concrete structures; the guide piece is fixedly connected to the front end of the prefabricated lattice beam main body, the guide piece is a U-shaped structure, and the guide piece and the prefabricated lattice beam main body are integrally formed; the blocking isolation The sill is cast at the inner upper end of the tower base slope; the moisture-retaining protective nets are provided in multiple groups, and the multiple groups of moisture-retaining protective nets are all mesh geotextile structures, and the multiple groups of moisture-retaining protective nets are respectively fixedly connected to the rear of the prefabricated lattice beam body; the fixed anchor rods are provided in multiple groups, and the multiple groups of fixed anchor rods are all fixedly connected to the inner side of the tower base slope by drilling and casting, and the front ends of the multiple groups of fixed anchor rods pass through the prefabricated lattice beam body; the anchor nuts are provided in multiple groups, and the multiple groups of anchor nuts are respectively threadedly connected to the front ends of the fixed anchor rods; the growth isolation unit is provided on the outside of the blocking isolation sill; the anchoring auxiliary unit is provided in front of the prefabricated lattice beam body.

[0007] Furthermore, the growth isolation unit includes: an isolation contact piece; the isolation contact piece is an arc-shaped concrete structure, the isolation contact piece is fixedly connected to the lower end of the blocking isolation ridge, and the isolation contact piece and the blocking isolation ridge are cast together.

[0008] Furthermore, the growth isolation unit also includes: an anti-climbing guide plate and a water-permeable hole; the anti-climbing guide plate is an arc-shaped plate structure, and the anti-climbing guide plate is fixedly connected to the front end of the blocking isolation ridge; the water-permeable holes are provided in multiple groups, and the multiple groups of water-permeable holes are respectively opened on the inner side of the anti-climbing guide plate.

[0009] Furthermore, the growth isolation unit also includes: chemical root control plates; the chemical root control plates are provided in multiple groups, and the multiple groups of chemical root control plates are respectively fixedly connected to the inner side of the blocking isolation ridge, and the interiors of the multiple groups of chemical root control plates are filled with humus and root control agents.

[0010] Furthermore, the anchoring auxiliary unit includes: replacement mounting bolts; the replacement mounting bolts are provided in multiple groups, and the multiple groups of replacement mounting bolts are respectively fixedly connected to the front of the moisturizing protective net, and the replacement mounting bolts are fixedly connected to the prefabricated lattice beam body through nuts.

[0011] Furthermore, the anchoring auxiliary unit also includes: vertical combination grooves and vertical combination plug-ins; the vertical combination grooves are provided in multiple groups, and the multiple groups of vertical combination grooves are respectively opened on the left and right sides above the prefabricated lattice beam body; the vertical combination plug-ins are provided in multiple groups, and the multiple groups of vertical combination plug-ins are respectively fixedly connected to the left and right sides below the prefabricated lattice beam body, and the multiple groups of vertical combination plug-ins correspond to the positions of the vertical combination grooves.

[0012] Furthermore, the anchoring auxiliary unit also includes: horizontal combination grooves and horizontal combination plug-ins; the horizontal combination grooves are provided in multiple groups, and the multiple groups of horizontal combination grooves are respectively opened on the right side of the prefabricated lattice beam body; the horizontal combination plug-ins are provided in multiple groups, and the multiple groups of horizontal combination plug-ins are respectively fixedly connected to the left side of the prefabricated lattice beam body, and the multiple groups of horizontal combination plug-ins all correspond to the positions of the horizontal combination grooves.

[0013] Furthermore, the anchoring auxiliary unit also includes: anchoring sockets, anchoring expansion holes and anchoring grouting holes; the anchoring sockets are provided in multiple groups, and the multiple groups of anchoring sockets are respectively opened on the inner side of the prefabricated lattice beam body, and the multiple groups of fixed anchor rods are respectively inserted into the interior of the anchoring sockets; the anchoring expansion holes are provided in multiple groups, and the multiple groups of anchoring expansion holes are respectively opened on the inner side of the anchoring sockets; the anchoring grouting holes are provided in multiple groups, and the multiple groups of anchoring grouting holes are respectively opened at the front end of the fixed anchor rod, and the rear ends of the multiple groups of anchoring grouting holes are all provided with opening structures connected to the anchoring expansion holes.

[0014] Furthermore, the anchoring auxiliary unit also includes: a buffer separator; the buffer separator is provided in multiple groups, and the multiple groups of buffer separators are respectively distributed in a stepped manner on the inner side of the prefabricated lattice beam body, and the multiple groups of buffer separators are fixedly connected to the inner side of the prefabricated lattice beam body by bolts, and the front ends of the multiple groups of buffer separators are all provided with a curved surface structure.

[0015] Furthermore, the anchoring auxiliary unit also includes: three-dimensional protective parts and drip irrigation mounting parts; the three-dimensional protective parts are provided in multiple groups, and the multiple groups of three-dimensional protective parts are respectively fixedly connected to the front of the prefabricated lattice beam body, and the interiors of the multiple groups of three-dimensional protective parts are filled with vegetation bags for hanging plants; the drip irrigation mounting parts are provided in multiple groups, and the multiple groups of drip irrigation mounting parts are respectively fixedly connected to the upper front side of the prefabricated lattice beam body, and the front ends of the multiple groups of drip irrigation mounting parts are provided with snap-on structures.

[0016] The beneficial effects of the present invention are as follows: the present invention realizes the spreading of plant roots by blocking the isolation ridge through the setting of the growth isolation unit, and at the same time the plant roots are in contact with the isolation contact piece, and the isolation contact piece guides the plant roots, preventing the plant roots from continuing to spread upward, and the anti-climbing guide plate guides the vines, preventing the vines from climbing to the top of the slope, reducing the erosion of the power transmission and transformation line tower by plants, and extending the service life of the power transmission and transformation line tower. Once the plant roots destroy the blocking isolation ridge, the plant roots are in contact with the chemical root control plate, and the chemical root control plate is used to control the root system. The humus soil and root control agents in the plant's structure achieve chemical barriers to plants, effectively preventing the roots from spreading upward. The anti-climbing guide plates guide the climbing direction of vines to prevent them from eroding power transmission and transformation towers, thereby extending the service life of the equipment. The chemical root control plates form chemical barriers when the roots break through the physical barriers. Multiple measures are combined to build a three-dimensional prevention and control system from physical barriers to chemical intervention, which accurately controls the growth range of plant roots and vines, ensuring the soil-fixing function of slope vegetation, eliminating the potential harm of plants to power transmission and transformation facilities, and achieving coordinated optimization of ecological protection and engineering safety.

[0017] The invention realizes the vertical combination of the prefabricated lattice beam body by setting the anchor auxiliary unit, inserting a group of vertical combination blocks into the interior of another group of vertical combination grooves, and realizing the horizontal combination of the prefabricated lattice beam body by inserting a group of horizontal combination blocks into the interior of another group of horizontal combination grooves. After the combination is completed, the front end of the fixed anchor rod is inserted into the interior of the anchor socket, and the fixed anchor rod is combined with the prefabricated lattice beam body through the anchor nut to realize the fixation of the prefabricated lattice beam body. Finally, concrete is poured into the interior of the anchor expansion hole through the anchor pouring hole, thereby improving the connection strength between the fixed anchor rod and the prefabricated lattice beam body, facilitating the construction of the entire prefabricated lattice beam body, and improving the construction efficiency of the prefabricated lattice beam body.

[0018] The invention realizes the water retention effect for plant roots through the setting of anchoring auxiliary units, so that plant roots can attach to the inner side of the moisturizing protective net, thereby improving the integrity of slope protection plants and improving the strength of slope protection. The buffer separator realizes the buffering of falling rocks on the top of the slope during the dormant period of plants, reducing the damage of falling rocks to the main body of the prefabricated lattice beam. The vegetation bags of the hanging plants on the inner side of the three-dimensional protective parts and the plants on the inner side of the prefabricated lattice beam form a three-dimensional greening surface. The drip irrigation mounting parts facilitate the installation of drip irrigation pipes. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings of the embodiments are briefly introduced below.

[0020] The drawings described below only relate to some embodiments of the present invention, but are not intended to limit the present invention.

[0021] In the attached figure: Figure 1 It is a schematic diagram of the overall structure of an embodiment of the present invention.

[0022] Figure 2 Schematic diagram of the structure of a three-dimensional protective element according to an embodiment of the present invention.

[0023] Figure 3 2 is a schematic diagram of the structure of an isolation contact member according to an embodiment of the present invention.

[0024] Figure 4 Schematic diagram of the chemical root control plate structure according to an embodiment of the present invention.

[0025] Figure 5 It is a schematic diagram of the vertical combination plug-in structure of an embodiment of the present invention.

[0026] Figure 6 It is a schematic diagram of the horizontal combination slot structure of an embodiment of the present invention.

[0027] Figure 7 Schematic diagram of the anchoring perfusion hole structure according to an embodiment of the present invention.

[0028] Figure 8 Schematic diagram of the structure of a buffer separator according to an embodiment of the present invention.

[0029] Reference Signs List 1. Tower base slope; 101. Isolation contact piece; 102. Anti-climbing guide plate; 103. Water-permeable hole; 104. Chemical root control plate; 2. Prefabricated lattice beam body; 201. Replacement of installation bolts; 202. Vertical combination groove; 203. Vertical combination plug; 204. Horizontal combination groove; 205. Horizontal combination plug; 206. Anchoring socket; 207. Anchoring expansion hole; 208. Anchoring grouting hole; 209. Buffer separator; 210. Three-dimensional protective piece; 211. Drip irrigation installation piece; 3. Flow guide piece; 4. Blocking isolation ridge; 5. Moisturizing joint protection net; 6. Fixed anchor rod; 7. Anchor nut. DETAILED DESCRIPTION

[0030] Example 1: Please refer to Figures 1 to 4 As shown: The present invention provides a soil and water conservation ecological anchoring structure for a power transmission and transformation line tower base slope, comprising a tower base slope 1, a prefabricated lattice beam main body 2, a flow guide 3, a blocking isolation sill 4, a moisture-retaining joint protection net 5, a fixed anchor rod 6, an anchor nut 7 and a growth isolation unit; the prefabricated lattice beam main body 2 is provided with multiple groups, and the multiple groups of prefabricated lattice beam main bodies 2 are respectively fixedly connected to the front of the tower base slope 1, and the multiple groups of prefabricated lattice beam main bodies 2 are all rectangular frame-shaped integrated prefabricated concrete structures; the flow guide 3 is fixedly connected to the front end of the prefabricated lattice beam main body 2, the flow guide 3 is a U-shaped structure, and the flow guide 3 and the prefabricated lattice beam main body 2 are integrally formed. The tower base is formed; the blocking isolation ridge 4 is cast on the inner upper end of the tower base slope 1; a plurality of groups of moisturizing protective nets 5 are provided, and the plurality of groups of moisturizing protective nets 5 are all mesh geotextile structures, and the plurality of groups of moisturizing protective nets 5 are respectively fixedly connected to the rear of the prefabricated lattice beam body 2; a plurality of groups of fixed anchor rods 6 are provided, and the plurality of groups of fixed anchor rods 6 are all fixedly connected to the inner side of the tower base slope 1 by drilling and casting, and the front ends of the plurality of groups of fixed anchor rods 6 pass through the prefabricated lattice beam body 2; a plurality of groups of anchor nuts 7 are provided, and the plurality of groups of anchor nuts 7 are respectively threadedly connected to the front ends of the fixed anchor rods 6; the growth isolation unit is provided on the outer side of the blocking isolation ridge 4.

[0031] The growth isolation unit includes an isolation contact 101 ; the isolation contact 101 is an arc-shaped concrete structure, the isolation contact 101 is fixedly connected to the lower end of the blocking isolation ridge 4 , and the isolation contact 101 and the blocking isolation ridge 4 are cast together.

[0032] Among them, the growth isolation unit also includes: an anti-climbing guide plate 102 and a water-permeable hole 103; the anti-climbing guide plate 102 is an arc-shaped plate structure, and the anti-climbing guide plate 102 is fixedly connected to the front end of the blocking isolation ridge 4; there are multiple groups of water-permeable holes 103, and the multiple groups of water-permeable holes 103 are respectively opened on the inner side of the anti-climbing guide plate 102.

[0033] Among them, the growth isolation unit also includes: chemical root control plates 104; the chemical root control plates 104 are provided in multiple groups, and the multiple groups of chemical root control plates 104 are respectively fixedly connected to the inner side of the blocking isolation ridge 4, and the interiors of the multiple groups of chemical root control plates 104 are filled with humus and root control agents.

[0034] The specific usage and function of this embodiment: When the roots of plants grow for a long time and spread toward the top of the slope, the blocking isolation ridge 4 can prevent the spread of the plant roots. At the same time, the plant roots are in contact with the isolation contact piece 101. The isolation contact piece 101 guides the plant roots and prevents the plant roots from continuing to spread upward. The anti-climbing guide plate 102 guides vines and prevents vines from climbing to the top of the slope, reducing the erosion of the power transmission and transformation line tower by plants and extending the service life of the power transmission and transformation line tower. Once the plant roots destroy the blocking isolation ridge 4, the plant roots are in contact with the chemical root control plate 104. The humus and root control agent inside the chemical root control plate 104 achieve chemical barriers to the plants.

[0035] Example 2: Figures 1 to 8 As shown: The present invention provides a soil and water conservation ecological anchoring structure for a power transmission and transformation line tower base slope. Based on the first embodiment, the structure further comprises an anchoring auxiliary unit, which is arranged in front of the prefabricated lattice beam body 2.

[0036] Among them, the anchoring auxiliary unit includes: replacement installation bolts 201; multiple groups of replacement installation bolts 201 are provided, and multiple groups of replacement installation bolts 201 are respectively fixedly connected to the front of the moisturizing protective net 5, and the replacement installation bolts 201 are fixedly connected to the prefabricated lattice beam body 2 through nuts.

[0037] Among them, the anchoring auxiliary unit also includes: vertical combination grooves 202 and vertical combination plugs 203; multiple groups of vertical combination grooves 202 are provided, and the multiple groups of vertical combination grooves 202 are respectively opened on the left and right sides above the prefabricated lattice beam body 2; multiple groups of vertical combination plugs 203 are provided, and the multiple groups of vertical combination plugs 203 are respectively fixedly connected to the left and right sides below the prefabricated lattice beam body 2, and the multiple groups of vertical combination plugs 203 correspond to the positions of the vertical combination grooves 202.

[0038] Among them, the anchoring auxiliary unit also includes: horizontal combination grooves 204 and horizontal combination plugs 205; multiple groups of horizontal combination grooves 204 are provided, and multiple groups of horizontal combination grooves 204 are respectively opened on the right side of the prefabricated lattice beam body 2; multiple groups of horizontal combination plugs 205 are provided, and multiple groups of horizontal combination plugs 205 are respectively fixedly connected to the left side of the prefabricated lattice beam body 2, and multiple groups of horizontal combination plugs 205 all correspond to the positions of the horizontal combination grooves 204.

[0039] Among them, the anchoring auxiliary unit also includes: anchoring sockets 206, anchoring expansion holes 207 and anchoring grouting holes 208; there are multiple groups of anchoring sockets 206, and multiple groups of anchoring sockets 206 are respectively opened on the inner side of the prefabricated lattice beam body 2, and multiple groups of fixed anchor rods 6 are respectively inserted into the interior of the anchoring sockets 206; there are multiple groups of anchoring expansion holes 207, and multiple groups of anchoring expansion holes 207 are respectively opened on the inner side of the anchoring sockets 206; there are multiple groups of anchoring grouting holes 208, and multiple groups of anchoring grouting holes 208 are respectively opened at the front end of the fixed anchor rod 6, and the rear ends of the multiple groups of anchoring grouting holes 208 are all provided with opening structures connected to the anchoring expansion holes 207.

[0040] Among them, the anchoring auxiliary unit also includes: buffer separators 209; the buffer separators 209 are provided in multiple groups, and the multiple groups of buffer separators 209 are respectively distributed in a stepped manner on the inner side of the prefabricated lattice beam body 2, and the multiple groups of buffer separators 209 are fixedly connected to the inner side of the prefabricated lattice beam body 2 by bolts, and the front ends of the multiple groups of buffer separators 209 are all provided with a curved surface structure.

[0041] Among them, the anchoring auxiliary unit also includes: a three-dimensional protective piece 210 and a drip irrigation mounting piece 211; the three-dimensional protective piece 210 is provided in multiple groups, and the multiple groups of three-dimensional protective pieces 210 are respectively fixedly connected to the front of the prefabricated lattice beam body 2, and the interiors of the multiple groups of three-dimensional protective pieces 210 are filled with vegetation bags for hanging plants; the drip irrigation mounting piece 211 is provided in multiple groups, and the multiple groups of drip irrigation mounting pieces 211 are respectively fixedly connected to the upper front side of the prefabricated lattice beam body 2, and the front ends of the multiple groups of drip irrigation mounting pieces 211 are provided with a snap-on structure.

[0042] The specific usage and function of this embodiment are as follows: when constructing the entire slope anchoring structure, a group of vertical combination plugs 203 are inserted into the interior of another group of vertical combination grooves 202 to realize the vertical combination of the prefabricated lattice beam body 2, and a group of horizontal combination plugs 205 are inserted into the interior of another group of horizontal combination grooves 204 to realize the horizontal combination of the prefabricated lattice beam body 2. After the combination is completed, the front end of the fixed anchor rod 6 is inserted into the interior of the anchor insertion hole 206, and the fixed anchor rod 6 is combined with the prefabricated lattice beam body 2 through the anchor nut 7 to realize the fixation of the prefabricated lattice beam body 2. Finally, the concrete is poured through the anchor. The injection hole 208 is cast inside the anchor expansion hole 207, which improves the connection strength between the fixed anchor rod 6 and the prefabricated lattice beam body 2. The moisturizing protective net 5 achieves a water-retaining effect on the plant roots, allowing the plant roots to attach to the inner side of the moisturizing protective net 5, thereby improving the integrity of the slope protection plants and improving the strength of the slope protection. The buffer separator 209 achieves a buffer for falling rocks on the top of the slope during the dormant period of the plants, reducing the damage of falling rocks to the prefabricated lattice beam body 2. The vegetation bag of the hanging plants on the inside of the three-dimensional protective part 210 and the plants on the inside of the prefabricated lattice beam body 2 form a three-dimensional greening surface. The drip irrigation mounting part 211 facilitates the installation of the drip irrigation pipe.

[0043] In this article, there are several points to note: 1. The drawings of this embodiment only involve the structures related to this embodiment. Other structures can refer to the general design.

[0044] 2. In the absence of conflict, the features of this embodiment and the embodiments can be combined with each other to obtain new embodiments.

[0045] The above are merely specific embodiments of the present invention, but the scope of protection of the present invention is not limited thereto. Any modifications or substitutions that can be easily conceived by a person skilled in the art within the technical scope disclosed in the present invention should be included within the scope of protection of the present invention. Therefore, the scope of protection of the present invention should be based on the scope of protection of the claims.

Claims

1. A soil and water conservation ecological anchoring structure for the tower base slope of a power transmission and transformation line, characterized by: The invention comprises a tower base slope (1), a prefabricated lattice beam body (2), a flow guide (3), a blocking isolation sill (4), a moisture-retaining joint protection net (5), a fixed anchor rod (6), an anchor nut (7), a growth isolation unit and an anchor auxiliary unit; the prefabricated lattice beam body (2) is provided with multiple groups, the multiple groups of prefabricated lattice beam bodies (2) are respectively fixedly connected to the front of the tower base slope (1), and the multiple groups of prefabricated lattice beam bodies (2) are all rectangular frame-shaped integrated prefabricated concrete structures; the flow guide (3) is fixedly connected to the front end of the prefabricated lattice beam body (2), the flow guide (3) is a U-shaped structure, and the flow guide (3) and the prefabricated lattice beam body (2) are integrally formed; the blocking isolation sill (4) is cast at the tower base slope (1) The inner upper end; the moisturizing joint protective net (5) is provided with multiple groups, and the multiple groups of moisturizing joint protective nets (5) are all mesh geotextile structures, and the multiple groups of moisturizing joint protective nets (5) are respectively fixedly connected to the rear of the prefabricated lattice beam body (2); the fixed anchor rods (6) are provided with multiple groups, and the multiple groups of fixed anchor rods (6) are all fixedly connected to the inner side of the tower base slope (1) by drilling and pouring, and the front ends of the multiple groups of fixed anchor rods (6) pass through the prefabricated lattice beam body (2); the anchor nuts (7) are provided with multiple groups, and the multiple groups of anchor nuts (7) are respectively threadedly connected to the front ends of the fixed anchor rods (6); the growth isolation unit is provided on the outside of the blocking isolation ridge (4); the anchor auxiliary unit is provided in front of the prefabricated lattice beam body (2).

2. The soil and water conservation ecological anchoring structure for the tower base slope of a power transmission and transformation line according to claim 1, characterized in that: The growth isolation unit comprises an isolation contact piece (101); the isolation contact piece (101) is an arc-shaped concrete structure, the isolation contact piece (101) is fixedly connected to the lower end of the blocking isolation ridge (4), and the isolation contact piece (101) and the blocking isolation ridge (4) are integrally cast.

3. The soil and water conservation ecological anchoring structure for the tower base slope of a power transmission and transformation line according to claim 2, characterized in that: The growth isolation unit further comprises: an anti-climbing guide plate (102) and a water-permeable hole (103); the anti-climbing guide plate (102) is an arc-shaped plate structure, and the anti-climbing guide plate (102) is fixedly connected to the front end of the blocking isolation ridge (4); the water-permeable hole (103) is provided in multiple groups, and the multiple groups of water-permeable holes (103) are respectively opened on the inner side of the anti-climbing guide plate (102).

4. The soil and water conservation ecological anchoring structure for the tower base slope of a power transmission and transformation line according to claim 3, characterized in that: The growth isolation unit further comprises: a chemical root control plate (104); the chemical root control plate (104) is provided in multiple groups, the multiple groups of chemical root control plates (104) are respectively fixedly connected to the inner side of the blocking isolation ridge (4), and the interiors of the multiple groups of chemical root control plates (104) are all filled with humus soil and a root control agent.

5. The soil and water conservation ecological anchoring structure for the tower base slope of a power transmission and transformation line according to claim 1, characterized in that: The anchoring auxiliary unit comprises: replacement mounting bolts (201); a plurality of replacement mounting bolts (201) are provided, the plurality of replacement mounting bolts (201) are respectively fixedly connected to the front of the moisturizing joint protection net (5), and the replacement mounting bolts (201) are fixedly connected to the prefabricated lattice beam body (2) via nuts.

6. The soil and water conservation ecological anchoring structure for the tower base slope of a power transmission and transformation line according to claim 5, characterized in that: The anchoring auxiliary unit further comprises: a vertical combination slot (202) and a vertical combination plug-in block (203); the vertical combination slot (202) is provided in multiple groups, and the multiple groups of vertical combination slots (202) are respectively opened on the upper left and right sides of the prefabricated lattice beam body (2); the vertical combination plug-in block (203) is provided in multiple groups, and the multiple groups of vertical combination plug-in blocks (203) are respectively fixedly connected to the lower left and right sides of the prefabricated lattice beam body (2), and the multiple groups of vertical combination plug-in blocks (203) correspond to the positions of the vertical combination slots (202).

7. The soil and water conservation ecological anchoring structure for the tower base slope of a power transmission and transformation line according to claim 6, characterized in that: The anchoring auxiliary unit further comprises: a horizontal combination slot (204) and a horizontal combination plug-in block (205); the horizontal combination slot (204) is provided in multiple groups, and the multiple groups of horizontal combination slots (204) are respectively opened on the right side of the prefabricated lattice beam body (2); the horizontal combination plug-in block (205) is provided in multiple groups, and the multiple groups of horizontal combination plug-in blocks (205) are respectively fixedly connected to the left side of the prefabricated lattice beam body (2), and the multiple groups of horizontal combination plug-in blocks (205) correspond to the positions of the horizontal combination slots (204).

8. The soil and water conservation ecological anchoring structure for the tower base slope of a power transmission and transformation line according to claim 7, characterized in that: The anchoring auxiliary unit further comprises: an anchoring socket (206), an anchoring expansion hole (207) and an anchoring pouring hole (208); the anchoring socket (206) is provided in a plurality of groups, the plurality of anchoring sockets (206) are respectively opened on the inner side of the prefabricated lattice beam body (2), and the plurality of fixing anchor rods (6) are respectively inserted into the interior of the anchoring socket (206); the anchoring expansion hole (207) is provided in a plurality of groups, the plurality of anchoring expansion holes (207) are respectively opened on the inner side of the anchoring socket (206); the anchoring pouring hole (208) is provided in a plurality of groups, the plurality of anchoring pouring holes (208) are respectively opened on the front end of the fixing anchor rod (6), and the rear ends of the plurality of anchoring pouring holes (208) are all provided with an opening structure communicating with the anchoring expansion hole (207).

9. The soil and water conservation ecological anchoring structure for the tower base slope of a power transmission and transformation line according to claim 8, characterized in that: The anchoring auxiliary unit further comprises: a buffer separator (209); the buffer separator (209) is provided in multiple groups, the multiple groups of buffer separators (209) are respectively distributed in a stepped manner on the inner side of the prefabricated lattice beam body (2), the multiple groups of buffer separators (209) are fixedly connected to the inner side of the prefabricated lattice beam body (2) by bolts, and the front ends of the multiple groups of buffer separators (209) are all provided with a curved surface structure.

10. The soil and water conservation ecological anchoring structure for the tower base slope of a power transmission and transformation line according to claim 9, characterized in that: The anchoring auxiliary unit further comprises: a three-dimensional protective member (210) and a drip irrigation mounting member (211); the three-dimensional protective member (210) is provided in multiple groups, and the multiple groups of three-dimensional protective members (210) are respectively fixedly connected to the front of the prefabricated lattice beam body (2), and the interiors of the multiple groups of three-dimensional protective members (210) are filled with vegetation bags for hanging plants; the drip irrigation mounting member (211) is provided in multiple groups, and the multiple groups of drip irrigation mounting members (211) are respectively fixedly connected to the front upper side of the prefabricated lattice beam body (2), and the front ends of the multiple groups of drip irrigation mounting members (211) are each provided with a snap-fit ​​structure.

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