A soil and water conservation ecological anchoring structure for a power transmission line tower foundation slope

Abstract

The application provides a water and soil conservation ecological anchoring structure of a power transmission line tower foundation slope, relates to the field of ecological management, and comprises a tower foundation slope, a prefabricated lattice beam main body, a blocking isolation ridge, a moisture preservation joint protection net, fixed anchor rods, a growth isolation unit and an anchoring auxiliary unit; the prefabricated lattice beam main body is fixedly connected in front of the tower foundation slope; the flow guide is fixedly connected to the front end of the prefabricated lattice beam main body; the blocking isolation ridge is cast on the inner side of the upper end of the tower foundation slope; the fixed anchor rods are fixedly connected to the inner side of the tower foundation slope through drilling and casting; the growth isolation unit is arranged on the outer side of the blocking isolation ridge; and the anchoring auxiliary unit is arranged in front of the prefabricated lattice beam main body. The 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 easily climb on the slope, cause certain erosion to the power transmission line tower and affect the service life of the power transmission line tower are solved.

Description

Technical Field

[0001] This invention relates to the field of ecological governance technology, and in particular to an ecological anchoring structure for soil and water conservation on the slope of power transmission and transformation line tower foundation. Background Technology

[0002] Transmission line tower foundations are often built in complex terrains, requiring slope protection that balances engineering safety and ecological conservation. This has spurred the development of ecological anchoring technology. Existing structures consist of three parts: an engineering anchoring system including anchor bolts (cables) and lattice beams to resist sliding forces and enhance slope stiffness; an ecological protection system with a vegetated concrete spray layer and vegetation configuration to provide a substrate for plant growth and reduce soil erosion; and a drainage system including surface intercepting ditches and underground permeable pipes to prevent water damage. The technical objective is to ensure engineering safety, achieving a slope stability coefficient ≥1.3, realizing ecological restoration with a vegetation coverage rate ≥80%, and meeting full life-cycle requirements with a design life ≥30 years.

[0003] The present invention, with publication number CN115404887B, relates to the field of ecological restoration technology, and more particularly to an ecological restoration water and soil conservation slope protection system. The invention includes connecting devices, protective netting, anchoring devices, and steel wire ropes. The anchoring devices are fixed to the slope surface and arranged in a matrix. The connecting devices are positioned between two horizontally adjacent and vertically adjacent anchoring devices, dividing the slope surface into rectangular modular protection units. The protective netting includes multiple corner nets, multiple side nets, and multiple center nets. The corner nets, side nets, and center nets are respectively connected to the corresponding anchoring devices and then laid flat on the slope surface. Adjacent protective netting units are fixedly connected together. The steel wire ropes are fixedly positioned between the horizontally and vertically opposite connecting devices. When a protective netting unit is damaged, it can be partially replaced. The connecting devices and steel wire ropes form an overall fixing system for the protective netting, making the fixing of the protective netting safer and more reliable.

[0004] However, due to the long-term growth of plants within the existing ecological anchoring structures, the roots of these plants tend to spread towards the top of the slope. Over time, this root spread can cause erosion of the transmission and transformation tower foundations. In addition, many ecological slopes have ivy, kudzu, and other vines planted along the edges of the grid beams. These vines tend to climb up the slope, causing erosion of the transmission and transformation towers and affecting their service life. Summary of the Invention

[0005] In view of this, the present invention provides an ecological anchoring structure for soil and water conservation on the slope of a power transmission line tower foundation. This structure effectively prevents roots from spreading upwards. Anti-climbing guide plates guide the climbing direction of vines, preventing them from eroding the power transmission line tower and extending equipment lifespan. Chemical root-control plates form a chemical barrier when roots overcome physical obstacles. This combination of multiple measures constructs a three-dimensional prevention and control system from physical barriers to chemical intervention, precisely controlling the growth range of plant roots and vines. This ensures both the soil stabilization function of the slope vegetation and eliminates potential harm to power transmission facilities from plants, achieving synergistic optimization of ecological protection and engineering safety. It also facilitates the construction of the entire precast lattice beam structure and improves the construction efficiency of the precast lattice beam structure.

[0006] This invention provides an ecological anchoring structure for soil and water conservation on the slope of a power transmission line tower foundation, specifically including a tower foundation slope, a precast lattice beam body, a flow guide, a retaining wall, a moisture-retaining mesh, fixed anchors, anchor nuts, growth isolation units, and anchoring auxiliary units. Multiple sets of the precast lattice beam body are fixedly connected to the front of the tower foundation slope, and each set is a rectangular frame-shaped integrated precast concrete structure. The flow guide is fixedly connected to the front end of the precast lattice beam body, and the flow guide is a U-shaped structure integrally formed with the precast lattice beam body. The retaining wall... The retaining wall is cast on the upper inner side of the tower base slope; multiple sets of moisture-retaining protective nets are provided, each set being a mesh geotextile structure, and each set of moisture-retaining protective nets is fixedly connected to the rear of the precast lattice beam body; multiple sets of fixed anchor rods are provided, each set of fixed anchor rods is fixedly connected to the inner side of the tower base slope through drilling and casting, and the front end of each set of fixed anchor rods passes through the precast lattice beam body; multiple sets of anchor nuts are provided, each set of anchor nuts is threadedly connected to the front end of the fixed anchor rod; the growth isolation unit is located on the outer side of the retaining wall; the anchoring auxiliary unit is located in front of the precast lattice beam body.

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

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

[0009] Furthermore, the growth isolation unit also includes: chemical root control boards; multiple sets of chemical root control boards are provided, and the multiple sets of chemical root control boards are fixedly connected to the inner side of the barrier isolation sill, and the interior of the multiple sets of chemical root control boards is filled with humus and root control agent.

[0010] Furthermore, the anchoring auxiliary unit includes: replacement mounting bolts; multiple sets of replacement mounting bolts are provided, and the multiple sets of replacement mounting bolts are respectively fixedly connected to the front of the moisture-retaining protective net, and the replacement mounting bolts are fixedly connected to the main body of the precast lattice beam by nuts.

[0011] Furthermore, the anchoring auxiliary unit also includes: vertical combination grooves and vertical combination blocks; multiple sets of vertical combination grooves are provided, and the multiple sets of vertical combination grooves are respectively opened on the upper left and right sides of the precast lattice beam body; multiple sets of vertical combination blocks are provided, and the multiple sets of vertical combination blocks are respectively fixedly connected to the lower left and right sides of the precast lattice beam body, and the multiple sets of vertical combination blocks correspond to the positions of the vertical combination grooves.

[0012] Furthermore, the anchoring auxiliary unit also includes: horizontal combination grooves and horizontal combination blocks; multiple sets of horizontal combination grooves are provided, and the multiple sets of horizontal combination grooves are respectively opened on the right side of the precast lattice beam body; multiple sets of horizontal combination blocks are provided, and the multiple sets of horizontal combination blocks are respectively fixedly connected to the left side of the precast lattice beam body, and the positions of the multiple sets of horizontal combination blocks correspond to the horizontal combination grooves.

[0013] Furthermore, the anchoring auxiliary unit also includes: anchoring insertion holes, anchoring expansion holes, and anchoring grouting holes; multiple sets of anchoring insertion holes are provided, each set being opened inside the precast lattice beam body, and multiple sets of fixed anchor rods are inserted into the anchoring insertion holes; multiple sets of anchoring expansion holes are provided, each set being opened inside the anchoring insertion holes; multiple sets of anchoring grouting holes are provided, each set being opened at the front end of the fixed anchor rod, and the rear end of each set of anchoring grouting holes has an opening structure communicating with the anchoring expansion holes.

[0014] Furthermore, the anchoring auxiliary unit also includes: buffer partitions; multiple sets of buffer partitions are provided, and the multiple sets of buffer partitions are distributed in a stepped manner on the inner side of the precast lattice beam body. The multiple sets of buffer partitions are fixedly connected to the inner side of the precast lattice beam body by bolts, and the front end of each set of buffer partitions is provided with an arc surface structure.

[0015] Furthermore, the anchoring auxiliary unit also includes: a three-dimensional protective component and a drip irrigation installation component; the three-dimensional protective component is provided in multiple sets, and the multiple sets of three-dimensional protective components are respectively fixedly connected to the front of the precast lattice beam body, and the interior of the multiple sets of three-dimensional protective components is filled with planting bags for hanging plants; the drip irrigation installation component is provided in multiple sets, and the multiple sets of drip irrigation installation components are respectively fixedly connected to the upper front side of the precast lattice beam body, and the front end of the multiple sets of drip irrigation installation components is provided with a buckle structure.

[0016] The beneficial effects of this invention are as follows: By setting up a growth isolation unit, the invention prevents the spread of plant roots by blocking the isolation sill. Simultaneously, the plant roots contact the isolation contact element, which guides the plant roots, preventing them from spreading upwards. The anti-climb guide plate guides vines, preventing them from climbing to the top of the slope, reducing plant erosion of the power transmission tower and extending the service life of the tower. Once the plant roots damage the isolation sill, they come into contact with the chemical root control plate, which... The humus and root-controlling agents in the soil create a chemical barrier against the plants, effectively preventing the roots from spreading upwards. The anti-climbing guide plate guides the climbing direction of the vines, preventing them from eroding the power transmission towers and extending the service life of the equipment. The chemical root-controlling board forms a chemical barrier when the roots break through the physical barrier. The combination of multiple measures constructs a three-dimensional prevention and control system from physical barriers to chemical intervention, precisely controlling the growth range of plant roots and vines. This not only ensures the soil stabilization function of the slope vegetation, but also eliminates the potential harm of plants to power transmission facilities, achieving synergistic optimization of ecological protection and engineering safety.

[0017] The invention utilizes an anchoring auxiliary unit. By inserting a set of vertical combination blocks into another set of vertical combination slots, the precast lattice beam body is vertically assembled. Similarly, by inserting a set of horizontal combination blocks into another set of horizontal combination slots, the precast lattice beam body is horizontally assembled. After assembly, the front end of the fixing anchor is inserted into the anchoring hole, and the fixing anchor is then secured to the precast lattice beam body using an anchoring nut. Finally, concrete is poured into the anchoring expansion hole through the anchoring grouting hole, improving the connection strength between the fixing anchor and the precast lattice beam body, facilitating the construction of the entire precast lattice beam body, and increasing the construction efficiency.

[0018] The invention, through the setting of anchoring auxiliary units, enables the moisture-retaining protective net to achieve a water retention effect on plant roots, allowing plant roots to attach to the inner side of the moisture-retaining protective net, improving the overall integrity of slope protection plants and increasing the strength of slope protection. The buffer separator buffers falling rocks at the top of the slope during the plant's dormancy period, reducing damage to the precast grid beam main body from falling rocks. The planting bags of hanging plants on the inner side of the three-dimensional protective component form a three-dimensional greening surface with the plants on the inner side of the precast grid beam main body. The drip irrigation installation component facilitates the installation of drip irrigation pipes. Attached Figure Description

[0019] To more clearly illustrate the technical solutions of the embodiments of the present invention, the accompanying drawings of the embodiments will be briefly described below.

[0020] The accompanying drawings described below are only related to some embodiments of the invention and are not intended to limit the invention.

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

[0022] Figure 2 This is a schematic diagram of the three-dimensional protective component structure according to an embodiment of the present invention.

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

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

[0025] Figure 5 This is a schematic diagram of the vertical combination insert structure according to an embodiment of the present invention.

[0026] Figure 6 This is a schematic diagram of the horizontal combined groove structure according to an embodiment of the present invention.

[0027] Figure 7 This is a schematic diagram of the anchoring injection hole structure according to an embodiment of the present invention.

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

[0029] List of reference numerals 1. Tower base slope; 101. Isolation contact component; 102. Anti-climb guide plate; 103. Water permeable hole; 104. Chemical root control board; 2. Precast lattice beam main body; 201. Replacement installation bolts; 202. Vertical combination groove; 203. Vertical combination insert; 204. Horizontal combination groove; 205. Horizontal combination insert; 206. Anchoring insertion hole; 207. Anchoring expansion hole; 208. Anchoring injection hole; 209. Buffer separator; 210. Three-dimensional protective component; 211. Drip irrigation installation component; 3. Flow guide component; 4. Barrier isolation sill; 5. Moisture-retaining protective net; 6. Fixed anchor rod; 7. Anchor nut. Detailed Implementation

[0030] Example 1: Please refer to Figures 1 to 4 As shown: This invention provides an ecological anchoring structure for soil and water conservation on the slope of a power transmission line tower foundation, comprising a tower foundation slope 1, a precast lattice beam body 2, a flow guide 3, a retaining wall 4, a moisture-retaining mesh 5, fixed anchor bolts 6, anchor nuts 7, and growth isolation units; multiple sets of precast lattice beam bodies 2 are provided, each set being fixedly connected to the front of the tower foundation slope 1, and all sets of precast lattice beam bodies 2 are rectangular frame-shaped integrated precast concrete structures; the flow guide 3 is fixedly connected to the front end of the precast lattice beam body 2, and the flow guide 3 has a U-shaped structure, and the flow guide 3 is integrated with the precast lattice beam body 2. The structure is formed as follows: the barrier and isolation sill 4 is cast on the upper inner side of the tower base slope 1; multiple sets of moisture-retaining protective nets 5 are provided, each set being a mesh geotextile structure, and each set of moisture-retaining protective nets 5 is fixedly connected to the rear of the precast lattice beam body 2; multiple sets of fixed anchor rods 6 are provided, each set being fixedly connected to the inner side of the tower base slope 1 through drilling and casting, and the front ends of each set of fixed anchor rods 6 pass through the precast lattice beam body 2; multiple sets of anchor nuts 7 are provided, each set being threadedly connected to the front end of the fixed anchor rod 6; and the growth isolation unit is set on the outer side of the barrier and isolation sill 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 barrier isolation sill 4, and the isolation contact 101 and the barrier isolation sill 4 are integrally cast.

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

[0033] The growth isolation unit also includes: chemical root control board 104; multiple sets of chemical root control board 104 are provided, and multiple sets of chemical root control board 104 are fixedly connected to the inner side of the barrier isolation sill 4, and the interior of multiple sets of chemical root control board 104 is filled with humus and root control agent.

[0034] The specific usage and function of this embodiment are as follows: When the plant roots spread upwards to the top of the slope after a long period of growth, the blocking and isolation barrier 4 prevents the spread of plant roots. At the same time, the plant roots come into contact with the isolation contact 101, which guides the plant roots and prevents them from continuing to spread upwards. The anti-climb guide plate 102 guides vines and prevents them from climbing to the top of the slope, reducing the erosion of the power transmission tower by the plants and extending the service life of the power transmission tower. Once the plant roots damage the blocking and isolation barrier 4, the plant roots come into contact with the chemical root control plate 104. The humus and root control agent inside the chemical root control plate 104 provide chemical protection for the plants.

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

[0036] The anchoring auxiliary unit includes: replacement installation bolts 201; multiple sets of replacement installation bolts 201 are provided, and the multiple sets of replacement installation bolts 201 are respectively fixedly connected to the front of the moisture-retaining protective net 5, and the replacement installation bolts 201 are fixedly connected to the precast lattice beam body 2 by nuts.

[0037] The anchoring auxiliary unit also includes: a vertical combination groove 202 and a vertical combination block 203; multiple sets of vertical combination grooves 202 are provided, and the multiple sets of vertical combination grooves 202 are respectively opened on the upper left and right sides of the precast lattice beam body 2; multiple sets of vertical combination blocks 203 are provided, and the multiple sets of vertical combination blocks 203 are respectively fixedly connected to the lower left and right sides of the precast lattice beam body 2, and the multiple sets of vertical combination blocks 203 correspond to the positions of the vertical combination grooves 202.

[0038] The anchoring auxiliary unit also includes: a horizontal combination groove 204 and a horizontal combination block 205; multiple sets of horizontal combination grooves 204 are provided, and the multiple sets of horizontal combination grooves 204 are respectively opened on the right side of the precast lattice beam body 2; multiple sets of horizontal combination blocks 205 are provided, and the multiple sets of horizontal combination blocks 205 are respectively fixedly connected to the left side of the precast lattice beam body 2, and the positions of the multiple sets of horizontal combination blocks 205 correspond to the horizontal combination grooves 204.

[0039] The anchoring auxiliary unit also includes: anchoring insertion holes 206, anchoring expansion holes 207, and anchoring grouting holes 208; multiple sets of anchoring insertion holes 206 are provided, and multiple sets of anchoring insertion holes 206 are respectively opened on the inner side of the precast lattice beam body 2, and multiple sets of fixed anchor rods 6 are respectively inserted into the interior of the anchoring insertion holes 206; multiple sets of anchoring expansion holes 207 are provided, and multiple sets of anchoring expansion holes 207 are respectively opened on the inner side of the anchoring insertion holes 206; multiple sets of anchoring grouting holes 208 are provided, and multiple sets of anchoring grouting holes 208 are respectively opened at the front end of the fixed anchor rods 6, and the rear end of each set of anchoring grouting holes 208 is provided with an opening structure communicating with the anchoring expansion holes 207.

[0040] The anchoring auxiliary unit also includes: buffer partition 209; multiple sets of buffer partition 209 are provided, and the multiple sets of buffer partition 209 are distributed in a stepped manner on the inner side of the precast lattice beam body 2. The multiple sets of buffer partition 209 are fixedly connected to the inner side of the precast lattice beam body 2 by bolts, and the front end of the multiple sets of buffer partition 209 is provided with an arc surface structure.

[0041] The anchoring auxiliary unit also includes: a three-dimensional protective component 210 and a drip irrigation installation component 211; multiple sets of three-dimensional protective components 210 are provided, and multiple sets of three-dimensional protective components 210 are fixedly connected to the front of the precast lattice beam body 2, and the interior of each set of three-dimensional protective components 210 is filled with a planting bag for hanging plants; multiple sets of drip irrigation installation components 211 are provided, and multiple sets of drip irrigation installation components 211 are fixedly connected to the upper front of the precast lattice beam body 2, and the front end of each set of drip irrigation installation components 211 is provided with a buckle structure.

[0042] The specific usage and function of this embodiment are as follows: When constructing the entire slope anchoring structure, a set of vertical combination blocks 203 are inserted into another set of vertical combination slots 202 to achieve vertical assembly of the precast lattice beam body 2. A set of horizontal combination blocks 205 are inserted into another set of horizontal combination slots 204 to achieve horizontal assembly of the precast lattice beam body 2. After assembly, the front end of the fixing anchor rod 6 is inserted into the anchoring hole 206. The fixing anchor rod 6 is then combined with the precast lattice beam body 2 using the anchoring nut 7, thus fixing the precast lattice beam body 2. Finally, concrete is poured through the anchoring grout. The injection hole 208 is poured inside the anchor expansion hole 207, which improves the connection strength between the fixed anchor rod 6 and the precast lattice beam body 2. The moisture-retaining protective net 5 achieves the water retention effect for plant roots, allowing plant roots to attach to the inner side of the moisture-retaining protective net 5, improving the overall integrity of the slope protection plants and increasing the strength of slope protection. The buffer separator 209 buffers the falling rocks at the top of the slope during the plant dormancy period, reducing the damage of falling rocks to the precast lattice beam body 2. The planting bags of the hanging plants on the inner side of the three-dimensional protective component 210 form a three-dimensional greening surface with the plants on the inner side of the precast lattice beam body 2. The drip irrigation installation component 211 facilitates the installation of drip irrigation pipes.

[0043] The following points should be noted in this article: 1. The accompanying drawings of this embodiment only involve the structures involved in this embodiment; other structures can refer to the general design.

[0044] 2. Where there is no conflict, this embodiment and the features in the embodiment 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 variations or substitutions that can be easily conceived by those 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 determined by the scope of the claims.

Claims

1. A soil and water conservation ecological anchoring structure for the slope of a power transmission line tower foundation, characterized in that: The structure includes a precast lattice beam body (2), a flow guide (3), a barrier and isolation sill (4), a moisture-retaining protective net (5), a fixed anchor rod (6), an anchor nut (7), a growth isolation unit, and an anchoring auxiliary unit. The precast lattice beam body (2) is provided in multiple sets, each set fixedly connected to the front of the tower base slope (1). All sets of precast lattice beam bodies (2) are rectangular frame-shaped integrated precast concrete structures. The flow guide (3) is fixedly connected to the front end of the precast lattice beam body (2). The flow guide (3) has a U-shaped structure and is integrally formed with the precast lattice beam body (2). The barrier and isolation sill (4) is cast on the upper inner side of the tower base slope (1). The moisture-retaining protective net (5) is provided in multiple sets, and the multiple sets of moisture-retaining protective net (5) are all mesh geotextile structures. The multiple sets of moisture-retaining protective net (5) are respectively fixedly connected to the rear of the precast lattice beam body (2); the fixed anchor rod (6) is provided in multiple sets, and the multiple sets of fixed anchor rod (6) are fixedly connected to the inner side of the tower base slope (1) by drilling and casting. The front end of the multiple sets of fixed anchor rod (6) passes through the precast lattice beam body (2); the anchoring nut (7) is provided in multiple sets, and the multiple sets of anchoring nut (7) are respectively threaded to the front end of the fixed anchor rod (6); the growth isolation unit is set on the outside of the blocking isolation sill (4); the anchoring auxiliary unit is set in front of the precast lattice beam body (2); 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 barrier isolation sill (4), and the isolation contact (101) and the barrier isolation sill (4) are integrally cast in one piece; The growth isolation unit also includes: an anti-climb guide plate (102) and water permeable holes (103); the anti-climb guide plate (102) is an arc-shaped plate structure, and the anti-climb guide plate (102) is fixedly connected to the front end of the blocking isolation sill (4); the water permeable holes (103) are provided in multiple sets, and the multiple sets of water permeable holes (103) are respectively opened on the inner side of the anti-climb guide plate (102); The growth isolation unit also includes: chemical root control board (104); multiple sets of chemical root control board (104) are provided, and multiple sets of chemical root control board (104) are fixedly connected to the inner side of the barrier isolation sill (4), and the interior of multiple sets of chemical root control board (104) is filled with humus and root control agent; The anchoring auxiliary unit further includes: anchoring insertion holes (206), anchoring expansion holes (207), and anchoring grouting holes (208); multiple sets of anchoring insertion holes (206) are provided, and multiple sets of anchoring insertion holes (206) are respectively opened on the inner side of the precast lattice beam body (2), and multiple sets of fixed anchor rods (6) are respectively inserted into the interior of the anchoring insertion holes (206); multiple sets of anchoring expansion holes (207) are provided, and multiple sets of anchoring expansion holes (207) are respectively opened on the inner side of the anchoring insertion holes (206); multiple sets of anchoring grouting holes (208) are provided, and multiple sets of anchoring grouting holes (208) are respectively opened at the front end of the fixed anchor rods (6), and the rear end of each set of anchoring grouting holes (208) is provided with an opening structure communicating with the anchoring expansion holes (207); The anchoring auxiliary unit also includes: buffer partition (209); the buffer partition (209) is provided in multiple sets, and the multiple sets of buffer partition (209) are distributed in a stepped manner on the inner side of the precast lattice beam body (2), and the multiple sets of buffer partition (209) are fixedly connected to the inner side of the precast lattice beam body (2) by bolts, and the front end of the multiple sets of buffer partition (209) is provided with an arc surface structure.

2. The water and soil conservation ecological anchoring structure for the slope of a power transmission line tower foundation as described in claim 1, characterized in that: The anchoring auxiliary unit includes: replacement installation bolts (201); the replacement installation bolts (201) are provided in multiple sets, and the multiple sets of replacement installation bolts (201) are respectively fixedly connected to the front of the moisture-retaining protective net (5), and the replacement installation bolts (201) are fixedly connected to the precast lattice beam body (2) by nuts.

3. The water and soil conservation ecological anchoring structure for the slope of a power transmission line tower foundation as described in claim 2, characterized in that: The anchoring auxiliary unit also includes: a vertical combination groove (202) and a vertical combination block (203); the vertical combination groove (202) is provided in multiple sets, and the multiple sets of vertical combination grooves (202) are respectively opened on the upper left and right sides of the precast lattice beam body (2); the vertical combination block (203) is provided in multiple sets, and the multiple sets of vertical combination blocks (203) are respectively fixedly connected to the lower left and right sides of the precast lattice beam body (2), and the multiple sets of vertical combination blocks (203) correspond to the positions of the vertical combination grooves (202).

4. The water and soil conservation ecological anchoring structure for the slope of a power transmission line tower foundation as described in claim 3, characterized in that: The anchoring auxiliary unit also includes: a horizontal combination groove (204) and a horizontal combination block (205); the horizontal combination groove (204) is provided in multiple sets, and the multiple sets of horizontal combination grooves (204) are respectively opened on the right side of the precast lattice beam body (2); the horizontal combination block (205) is provided in multiple sets, and the multiple sets of horizontal combination blocks (205) are respectively fixedly connected to the left side of the precast lattice beam body (2), and the multiple sets of horizontal combination blocks (205) are all corresponding to the position of the horizontal combination groove (204).

5. The water and soil conservation ecological anchoring structure for the slope of a transmission line tower foundation as described in claim 4, characterized in that: The anchoring auxiliary unit also includes: a three-dimensional protective component (210) and a drip irrigation installation component (211); the three-dimensional protective component (210) is provided in multiple sets, and the multiple sets of three-dimensional protective components (210) are respectively fixedly connected to the front of the precast lattice beam body (2), and the interior of the multiple sets of three-dimensional protective components (210) is filled with a planting bag for hanging plants; the drip irrigation installation component (211) is provided in multiple sets, and the multiple sets of drip irrigation installation components (211) are respectively fixedly connected to the front upper side of the precast lattice beam body (2), and the front end of the multiple sets of drip irrigation installation components (211) is provided with a buckle structure.

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