A revegetation structure and construction method for subgrade foundations of power transmission towers
By designing slope drainage channels and water storage pit systems in the base area of power transmission and transformation towers, and combining them with conveying and lifting mechanisms, the problem of difficult vegetation restoration in high gravel areas was solved, achieving rapid vegetation restoration and long-term greening effects.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-25
- Publication Date
- 2026-04-03
AI Technical Summary
After the disturbance caused by the construction of the power transmission tower foundation, the high gravel content makes vegetation restoration difficult. Conventional slope protection methods are difficult to achieve long-term greening, and natural restoration takes a long time.
Design a revegetation structure including slope drainage channels, water storage pits and irrigation channels. Water is introduced into the planting holes and soil columns through a conveying mechanism, and a lifting mechanism is used to achieve efficient water delivery and ensure sufficient soil moisture.
It improved the soil moisture storage in the base area, simplified the construction of vegetation greening, and enabled rapid vegetation restoration in areas with high gravel content.
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Figure CN119769385B_ABST
Abstract
Description
Technical Field
[0001] This invention belongs to the field of bare land treatment technology for power transmission and transformation tower foundation areas, and particularly relates to a revegetation structure and construction method for poor land at power transmission and transformation tower foundations. Background Technology
[0002] Transmission and transformation projects are a general term for the construction of transmission lines and the installation of transformers. The higher the voltage level of a transmission and transformation project, the greater the amount of electricity transmitted and the longer the transmission distance. Transmission and transformation projects with voltages exceeding 330,000 volts are called "ultra-high voltage transmission and transformation projects". Currently, the highest voltage level of ultra-high voltage transmission and transformation lines in operation are ±1100kV DC transmission lines and 1000kV AC transmission lines. During the construction of transmission and transformation projects, it is necessary to construct the foundations of the transmission and transformation towers.
[0003] In power transmission tower foundation projects, construction disturbances often lead to exposed soil and rock, causing soil erosion and necessitating vegetation restoration. However, the high gravel content in the construction sites makes it difficult for the soil to retain moisture, creating an environment unfavorable for vegetation growth. Furthermore, relying solely on natural restoration is time-consuming and unlikely to achieve the desired results. In addition, conventional slope protection methods on high gravel slopes present challenges such as difficulties in vegetation construction, easy loss of substrate nutrients, and poor long-term greening effects. Summary of the Invention
[0004] The purpose of this invention is to overcome the defects and problems of difficult construction of vegetation greening on the base of power transmission and transformation towers in the prior art, and to provide a revegetation structure and construction method for poor land on the base of power transmission and transformation towers that is convenient for vegetation greening construction.
[0005] To achieve the above objectives, the technical solution of the present invention is: a revegetation structure for subgrade of power transmission and transformation tower foundations, comprising a slope drainage channel and a tower foundation area with a tower foundation base, wherein six planting holes and soil columns are symmetrically arranged in the tower foundation area, and a water storage pit is arranged in the tower foundation area, wherein a water diversion channel connects the slope drainage channel and the water storage pit, and a connecting channel connects the water storage pit and the planting hole and soil columns, wherein water in the water storage pit flows into the planting hole and soil columns through a conveying mechanism;
[0006] The conveying mechanism includes a fixed frame, which is fixedly connected to the inner wall of the water storage pit at the junction with the connecting channel. The inner wall of the water storage pit is symmetrically provided with movable frames. A baffle is rotatably connected to one end of the movable frame. Connecting blocks are fixedly connected to both sides of the movable frame. A movable frame that passes through the connecting block is slidably connected inside the connecting block. Water in the water storage pit enters the movable frame through a water inlet mechanism. The movable frame is moved by a lifting mechanism.
[0007] Preferably, the conveying mechanism further includes a top block and a bottom block, both of which are symmetrically fixed to the outer wall of the movable frame. The top block is located above the bottom block, and the connecting block is located between the top block and the bottom block. A pressing frame is slidably connected to the connecting block and the interior of the movable frame. The bottom end of the pressing frame extends below the connecting block. A pushing block is slidably connected to the top of the pressing frame inside the movable frame. A first spring is connected between the pushing block and the movable frame, and one end of the pushing block contacts the baffle.
[0008] Preferably, the water inlet mechanism includes a water inlet located on the outer wall of the movable frame away from the baffle. A partition plate passing through the water inlet is slidably connected inside the movable frame. A second spring is connected between the top of the partition plate and the movable frame. A vertical rod extending below the movable frame is fixedly connected to the bottom of the partition plate.
[0009] Preferably, the lifting mechanism includes a mounting frame, which is fixedly connected to the top of the water storage pit. A motor is fixedly connected to the top of the mounting frame, and a lead screw is connected to the output end of the motor. A first displacement frame is connected to the outer wall of the lead screw. A second displacement frame is slidably connected to one end of the first displacement frame, and a third displacement frame is slidably connected to one end of the second displacement frame. A connecting frame is fixedly connected to the bottom ends of the first displacement frame, the second displacement frame, and the third displacement frame. The bottom end of the connecting frame is fixedly connected to the movable frame.
[0010] Preferably, the top of the connecting block is provided with a through groove, and the inner wall of the through groove is in contact with the outer wall of the movable frame.
[0011] Preferably, the push block has an inclined surface at one end near the extrusion frame, the top of the extrusion frame is in contact with the inclined surface, and the baffle is rotatably connected to the movable frame via a connecting shaft.
[0012] Preferably, the movable frame has a groove inside for the partition to slide.
[0013] Preferably, the top end of the first displacement frame is provided with a threaded hole, which matches the lead screw.
[0014] Preferably, the top outer walls of the second displacement frame and the third displacement frame are both T-shaped, one end of the first displacement frame is provided with a first square groove, one end of the second displacement frame is provided with a second square groove, the inner wall of the first square groove is in contact with the outer wall of the second displacement frame, and the inner wall of the second square groove is in contact with the outer wall of the third displacement frame.
[0015] A method for revegetating subgrade land at the foundation of power transmission towers, the method comprising the following steps:
[0016] Step 1: Assess the disturbance area of the tower foundation project and develop a plan for the restoration of the degraded land, including:
[0017] Define the goals for degraded land restoration, including vegetation restoration and soil quality improvement;
[0018] Develop a plan, including planting vegetation and excavating drainage systems;
[0019] Step 2: Level the ground, smoothing out any uneven or poorly shaped areas;
[0020] Step 3: Excavate planting hole soil columns and evenly distribute six planting hole soil columns on both sides of the tower base area where the tower base base is set.
[0021] Step 4: Excavate the water system. Excavate the slope drainage channel in the engineering area, and excavate the water storage pit and water diversion channel in the tower base area. The water diversion channel connects the slope drainage channel and the water storage pit, and the connecting channel connects the water storage pit and the soil column of each planting hole.
[0022] Step 5: Transplant the vines grown in nutrient pots, placing them in the planting hole with the pot still attached, and cover the surface with a layer of soil.
[0023] Compared with the prior art, the beneficial effects of the present invention are as follows:
[0024] 1. In this invention, a revegetation structure and construction method for subgrade power transmission tower foundations involves constructing a slope drainage channel outside the tower foundation engineering area and building a water storage pit and a water diversion channel within the tower foundation area. Water is introduced into the water diversion channel and then into the water storage pit. Once full, the water flows out of the tower foundation. As the water flows through the tower foundation via the water diversion channel, moisture is stored in the soil of each planting hole, increasing the water storage capacity of the tower foundation area. This improves soil moisture conditions within the area disturbed by tower foundation construction, enabling vegetation restoration in the high-gravel-content power transmission tower foundation area. Therefore, this invention facilitates vegetation greening construction.
[0025] 2. In the revegetation structure and construction method for subgrade foundations of power transmission towers according to the present invention, by setting up a conveying mechanism, a water inlet mechanism, and a lifting mechanism, when water in the water storage pit is conveyed to the planting hole soil column, the water enters the inner cavity of the movable frame through the water inlet mechanism. At this time, the parts inside the lifting mechanism cooperate to drive the movable frame to move upward. The upward movement of the movable frame drives the movable frame to one end of the connecting channel. At this time, the baffle rotates, and the water in the movable frame flows into the connecting channel, and then into the planting hole soil column through the connecting channel. This facilitates the conveying of water from the water storage pit to the planting hole soil column through the movable frame when the water in the planting hole soil column is insufficient. Therefore, the present invention has a simple structure and is easy to operate. Attached Figure Description
[0026] Figure 1 This is a schematic diagram of the structure provided by the present invention.
[0027] Figure 2 This is a cross-sectional view of the water storage pit provided by the present invention.
[0028] Figure 3 This is a schematic diagram of the structure of the water storage pit provided by the present invention.
[0029] Figure 4 This is an installation diagram of the active frame provided by the present invention.
[0030] Figure 5 This is a schematic diagram of the structure of the active frame provided by the present invention.
[0031] Figure 6 This is a cross-sectional view of the active frame provided by the present invention.
[0032] Figure 7 This is a schematic diagram of the installation of the push block provided by the present invention.
[0033] Figure 8 This is a schematic diagram of the installation of the partition provided by the present invention.
[0034] Figure 9 This is a schematic diagram of the installation of the motor provided by the present invention.
[0035] Figure 10 This is a partial cross-sectional view of the first and second displacement frames provided by the present invention.
[0036] In the diagram: 1. Slope drainage channel; 2. Tower base; 3. Water storage pit; 4. Water diversion channel; 5. Connecting channel; 6. Planting hole soil column; 7. Conveying mechanism; 701. Fixed frame; 702. Movable frame; 703. Baffle; 704. Connecting block; 705. Movable frame; 706. Top block; 707. Bottom block; 708. Extrusion frame; 709. Pushing block; 710. First spring; 8. Water inlet mechanism; 801. Water inlet; 802. Partition plate; 803. Second spring; 804. Vertical rod; 9. Lifting mechanism; 901. Mounting frame; 902. Motor; 903. Lead screw; 904. First displacement frame; 905. Second displacement frame; 906. Third displacement frame; 907. Connecting frame. Detailed Implementation
[0037] The present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments.
[0038] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs; the terminology used herein in the specification of the application is for the purpose of describing particular embodiments only and is not intended to be limiting of the application; the terms "comprising" and "having," and any variations thereof, in the specification, claims, and foregoing drawings of this application are intended to cover non-exclusive inclusion. The terms "first," "second," etc., in the specification, claims, or foregoing drawings of this application are used to distinguish different objects, not to describe a particular order.
[0039] In this document, the term "embodiment" means that a particular feature, structure, or characteristic described in connection with an embodiment may be included in at least one embodiment of this application. The appearance of this phrase in various places throughout the specification does not necessarily refer to the same embodiment, nor is it a separate or alternative embodiment mutually exclusive with other embodiments. It will be explicitly and implicitly understood by those skilled in the art that the embodiments described herein can be combined with other embodiments.
[0040] This invention provides a revegetation structure for subgrade foundations of power transmission towers, such as... Figure 1-10 As shown, it includes a slope drainage channel 1 and a tower base area with a tower base 2. Six planting hole soil columns 6 are symmetrically opened in the tower base area. A water storage pit 3 is opened in the tower base area. A water diversion channel 4 is opened between the slope drainage channel 1 and the water storage pit 3. A connecting channel 5 is opened between the water storage pit 3 and the planting hole soil columns 6. Water in the water storage pit 3 flows into the planting hole soil columns 6 through a conveying mechanism 7.
[0041] In this embodiment, a slope drainage channel 1 is constructed outside the tower base engineering area, and a water storage pit 3 and a water diversion channel 4 are constructed inside the tower base area. Water is introduced into the water diversion channel 4, enters the water storage pit 3, and flows out of the tower base after it is full. During the construction of the water diversion channel 4, the height of the outlet is ensured to be lower than that of the inlet, so that the water flows through but does not collect under the tower base. Six planting hole soil columns 6 are evenly distributed on both sides of the tower base area, so that the water diversion channel 4 passes through the water storage pit 3. When the water storage pit 3 is filled with water, the soil of each planting hole soil column 6 can store water, providing the necessary water conditions for plant growth.
[0042] Therefore, water is introduced through the water diversion channel 4 and passes through the tower base. When the water flows through the soil columns 6 of each planting hole, the water is stored in the soil of the soil column 6, increasing the water storage in the tower base area. This improves the soil moisture conditions within the range disturbed by the tower base construction and realizes the vegetation restoration in the power transmission and transformation tower base area with high gravel content.
[0043] In a further preferred embodiment of the present invention, such as Figure 3-7As shown, the conveying mechanism 7 includes a fixed frame 701, which is fixedly connected to the inner wall of the water storage pit 3 at the junction with the connecting channel 5. A movable frame 702 is symmetrically arranged on the inner wall of the water storage pit 3. A baffle 703 is rotatably connected to one end of the movable frame 702. Connecting blocks 704 are fixedly connected to both sides of the movable frame 702. A movable frame 705 is slidably connected inside the connecting block 704. Water in the water storage pit 3 enters the movable frame 702 through the water inlet mechanism 8. The movable frame 705 moves via the lifting mechanism 9. The conveying mechanism 7 also includes a top block 706 and a bottom block. 707, top block 706 and bottom block 707 are symmetrically fixed to the outer wall of movable frame 705. Top block 706 is located above bottom block 707. Connecting block 704 is located between top block 706 and bottom block 707. Connecting block 704 and movable frame 702 are slidably connected to extrusion frame 708. The bottom end of extrusion frame 708 extends to the bottom of connecting block 704. Inside movable frame 702, at the top of extrusion frame 708, push block 709 is slidably connected to push block 709. First spring 710 is connected between push block 709 and movable frame 702. One end of push block 709 is in contact with baffle 703.
[0044] In this embodiment, when water from the water storage pit 3 is transported to the planting hole soil column 6, the movable frame 702 is located at the bottom of the water storage pit 3. The baffle 703 closes one end of the movable frame 702 and is tightly attached to the inner wall of the water storage pit 3. Water enters the inner cavity of the movable frame 702. At this time, the parts inside the lifting mechanism 9 cooperate to drive the movable frame 705 to move upward. The upward movement of the movable frame 705 drives the connecting block 704 to move upward through the bottom block 707. The upward movement of the connecting block 704 drives the movable frame 702 to move upward until the movable frame 702 moves to the connecting channel 5. At one end, the fixed frame 701 is in contact with the top of the movable frame 702, preventing the movable frame 702 from moving upward. The baffle 703 is separated from the inner wall of the water storage pit 3. The movable frame 705 continues to move upward, driving the bottom block 707 to move. The displacement of the bottom block 707 pushes the squeezing frame 708 to move. The displacement of the squeezing frame 708 pushes the pushing block 709 to move, squeezing the first spring 710. The displacement of the pushing block 709 pushes the baffle 703 to rotate, so that the water in the movable frame 702 flows into the connecting channel 5, and then flows into the planting hole soil column 6 through the connecting channel 5.
[0045] When the movable frame 705 moves downward, the displacement of the movable frame 705 pushes the connecting block 704 downward through the top block 706. The downward movement of the connecting block 704 causes the movable frame 702 to move downward. At this time, the baffle 703 contacts the inner wall of the water storage pit 3 and rotates. The rotation of the baffle 703 blocks one end of the movable frame 702, so that when the water in the planting hole soil column 6 is insufficient, the water in the water storage pit 3 can be transported to the planting hole soil column 6 through the movable frame 702.
[0046] In a further preferred embodiment of the present invention, such as Figure 7-8 As shown, the water inlet mechanism 8 includes a water inlet 801, which is located on the outer wall of the movable frame 702 away from the baffle 703. A partition 802 is slidably connected inside the movable frame 702, passing through the water inlet 801. A second spring 803 is connected between the top of the partition 802 and the movable frame 702. A vertical rod 804 extending to the bottom of the movable frame 702 is fixedly connected to the bottom of the partition 802.
[0047] In this embodiment, when the movable frame 702 moves to the bottom of the water storage pit 3, the vertical rod 804 contacts the bottom of the water storage pit 3 and moves. The displacement of the vertical rod 804 causes the partition 802 to move, which squeezes the second spring 803. The displacement of the partition 802 opens the water inlet 801. When the water level in the water storage pit 3 is lower than the height of the movable frame 702, it can enter the movable frame 702 through the water inlet 801.
[0048] In a further preferred embodiment of the present invention, such as Figure 9-10 As shown, the lifting mechanism 9 includes a mounting frame 901, which is fixedly connected to the top of the water storage pit 3. A motor 902 is fixedly connected to the top of the mounting frame 901. A lead screw 903 is connected to the output end of the motor 902. A first displacement frame 904 is connected to the outer wall of the lead screw 903. A second displacement frame 905 is slidably connected to one end of the first displacement frame 904. A third displacement frame 906 is slidably connected to one end of the second displacement frame 905. A connecting frame 907 is fixedly connected to the bottom ends of the first displacement frame 904, the second displacement frame 905, and the third displacement frame 906. The bottom end of the connecting frame 907 is fixedly connected to the movable frame 705.
[0049] In this embodiment, when the movable frame 705 is moved, the motor 902 is started. The motor 902 drives the lead screw 903 to rotate. The rotation of the lead screw 903 drives the first displacement frame 904 to move. After the first displacement frame 904 moves a certain distance, it contacts the top of the second displacement frame 905, causing the second displacement frame 905 to move. After the second displacement frame 905 moves a certain distance, it contacts the top of the third displacement frame 906, causing the third displacement frame 906 to move. This allows multiple movable frames 702 to move simultaneously to one end of the connecting channel 5, facilitating the movement of the movable frame 705 and allowing water to be replenished to the planting hole soil column 6 at the same time.
[0050] In a further preferred embodiment of the present invention, such as Figure 3-7 As shown, the top of the connecting block 704 has a through groove, the inner wall of the through groove is in contact with the outer wall of the movable frame 705, the end of the pushing block 709 near the extrusion frame 708 is provided with an inclined surface, the top of the extrusion frame 708 is in contact with the inclined surface, and the baffle 703 is rotatably connected to the movable frame 702 through the connecting shaft.
[0051] In this embodiment, the movable frame 705 continues to move upward, causing the bottom block 707 to move. The displacement of the bottom block 707 pushes the extrusion frame 708 to move, and the displacement of the extrusion frame 708 pushes the push block 709 to move, causing compression on the first spring 710. The displacement of the push block 709 pushes the baffle 703 to rotate.
[0052] In a further preferred embodiment of the present invention, such as Figure 7-8 As shown, the movable frame 702 has a sliding groove inside for the partition 802 to slide.
[0053] In this embodiment, the vertical rod 804 moves in contact with the bottom of the water storage pit 3. The displacement of the vertical rod 804 causes the partition plate 802 to move, which in turn compresses the second spring 803.
[0054] In a further preferred embodiment of the present invention, such as Figure 9-10 As shown, the top of the first displacement bracket 904 is provided with a threaded hole, which matches the lead screw 903.
[0055] In this embodiment, the motor 902 drives the lead screw 903 to rotate, and the rotation of the lead screw 903 drives the first displacement frame 904 to move.
[0056] In a further preferred embodiment of the present invention, such as Figure 9-10 As shown, the top outer walls of the second displacement frame 905 and the third displacement frame 906 are both T-shaped. One end of the first displacement frame 904 is provided with a first square groove, and one end of the second displacement frame 905 is provided with a second square groove. The inner wall of the first square groove is in contact with the outer wall of the second displacement frame 905, and the inner wall of the second square groove is in contact with the outer wall of the third displacement frame 906.
[0057] In this embodiment, after the first displacement frame 904 moves a certain distance, it contacts the top of the second displacement frame 905, causing the second displacement frame 905 to move. After the second displacement frame 905 moves a certain distance, it contacts the top of the third displacement frame 906, causing the third displacement frame 906 to move.
[0058] A method for revegetating subgrade sites at the foundations of power transmission towers includes the following steps:
[0059] Step 1: Assess the disturbance area of the tower foundation project and develop a plan for the restoration of the degraded land, including:
[0060] Define the goals for degraded land restoration, including vegetation restoration and soil quality improvement;
[0061] Develop a plan, including planting vegetation and excavating drainage systems;
[0062] Step 2: Level the ground, smoothing out any uneven or poorly shaped areas;
[0063] Step 3: Excavate planting hole soil columns 6, and evenly distribute six planting hole soil columns 6 on both sides of the tower base area where the tower base base 2 is set.
[0064] Step 4: Excavate the water system. Excavate the slope drainage channel 1 on the upslope of the project area, and excavate the water storage pit 3 and the water diversion channel 4 in the tower base area. The water diversion channel 4 connects the slope drainage channel 1 and the water storage pit 3. The connecting channel 5 connects the water storage pit 3 and the soil columns 6 of each planting hole.
[0065] Step 5: Transplant the vines grown in the nutrient pots, such as trumpet vine or kudzu, and place them in the planting hole soil column 6 with the pots still attached, and cover the surface with a layer of soil.
[0066] It should be noted that, for the sake of simplicity, the foregoing embodiments are all described as a series of actions. However, those skilled in the art should understand that the present invention is not limited to the described order of actions, as some steps may be performed in other orders or simultaneously according to the present invention. Furthermore, those skilled in the art should also understand that the embodiments described in the specification are preferred embodiments, and the actions and modules involved are not necessarily essential to the present invention.
[0067] It should be understood that the disclosed apparatus can be implemented in other ways, given the several embodiments provided in this application. For example, the apparatus embodiments described above are merely illustrative. For instance, the division of units described above may be implemented in other ways in practice. For example, multiple units or components may be combined or integrated into another system, or some features may be ignored or not executed. Furthermore, the coupling or communication connections shown or discussed may be through some interfaces; indirect coupling or communication connections between devices or units may be telecommunications or other forms.
[0068] The units described above as separate components may or may not be physically separate. The components shown as units may or may not be physical units; that is, they may be located in one place or distributed across multiple network units. Some or all of the units can be selected to achieve the purpose of this embodiment according to actual needs.
[0069] The above embodiments are only used to illustrate the technical solutions of the present invention, and are not intended to limit the scope of protection of the invention. Obviously, the described embodiments are only some embodiments of the present invention, not all embodiments. Based on these embodiments, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention. Although the present invention has been described in detail with reference to the above embodiments, those skilled in the art can still combine, add, delete, or otherwise adjust the features of the various embodiments of the present invention according to the circumstances without conflict or creative effort, thereby obtaining different technical solutions that do not fundamentally depart from the concept of the present invention. These technical solutions also fall within the scope of protection of the present invention.
Claims
1. A revegetation structure for subgrade foundations of power transmission towers, characterized in that: It includes a slope drainage channel (1) and a tower base area with a tower base base (2). Six planting hole soil columns (6) are symmetrically opened in the tower base area. A water storage pit (3) is opened in the tower base area. A water diversion channel (4) connects the slope drainage channel (1) and the water storage pit (3). A connecting channel (5) connects the water storage pit (3) and the planting hole soil columns (6). Water in the water storage pit (3) flows into the planting hole soil columns (6) through a conveying mechanism (7). The conveying mechanism (7) includes a fixed frame (701), which is fixedly connected to the inner wall of the water storage pit (3) at the junction with the connecting channel (5). The inner wall of the water storage pit (3) is symmetrically provided with movable frames (702). One end of the movable frame (702) is rotatably connected to a baffle (703). The baffle (703) closes one end of the movable frame (702) and is tightly attached to the inner wall of the water storage pit (3). Connecting blocks (704) are fixedly connected to both sides of the movable frame (702). A movable frame (705) is slidably connected inside the connecting block (704). Water in the water storage pit (3) enters the movable frame (702) through the water inlet mechanism (8). The movable frame (705) is moved by the lifting mechanism (9). The conveying mechanism (7) further includes a top block (706) and a bottom block (707). The top block (706) and the bottom block (707) are symmetrically fixed to the outer wall of the movable frame (705). The top block (706) is located above the bottom block (707). The connecting block (704) is located between the top block (706) and the bottom block (707). The connecting block (704) and the interior of the movable frame (702) are slidably connected to an extrusion frame (708). The bottom end of the extrusion frame (708) extends to the bottom of the connecting block (704). The interior of the movable frame (702) is located within the extrusion frame. A push block (709) is slidably connected to the top of the frame (708). A first spring (710) is connected between the push block (709) and the movable frame (702). One end of the push block (709) is in contact with the baffle (703). A through groove is provided at the top of the connecting block (704). The inner wall of the through groove is in contact with the outer wall of the movable frame (705). An inclined surface is provided at the end of the push block (709) near the extrusion frame (708). The top of the extrusion frame (708) is in contact with the inclined surface. The baffle (703) is rotatably connected to the movable frame (702) through a connecting shaft.
2. The revegetation structure for subgrade foundations of transmission and transformation towers according to claim 1, characterized in that: The water inlet mechanism (8) includes a water inlet (801), which is located on the outer wall of the movable frame (702) away from the baffle (703). A partition (802) is slidably connected inside the movable frame (702) through the water inlet (801). A second spring (803) is connected between the top of the partition (802) and the movable frame (702). A vertical rod (804) extending to the bottom of the movable frame (702) is fixedly connected to the bottom of the partition (802).
3. The revegetation structure for subgrade foundations of transmission and transformation towers according to claim 2, characterized in that: The lifting mechanism (9) includes a mounting frame (901), which is fixedly connected to the top of the water storage pit (3). A motor (902) is fixedly connected to the top of the mounting frame (901). A lead screw (903) is connected to the output end of the motor (902). A first displacement frame (904) is connected to the outer wall of the lead screw (903). A second displacement frame (905) is slidably connected to one end of the first displacement frame (904). A third displacement frame (906) is slidably connected to one end of the second displacement frame (905). A connecting frame (907) is fixedly connected to the bottom ends of the first displacement frame (904), the second displacement frame (905) and the third displacement frame (906). The bottom end of the connecting frame (907) is fixedly connected to the movable frame (705).
4. The revegetation structure for subgrade foundations of transmission and transformation towers according to claim 2, characterized in that: The movable frame (702) has a groove inside for the partition (802) to slide.
5. The revegetation structure for subgrade foundations of transmission and transformation towers according to claim 3, characterized in that: The top end of the first displacement frame (904) is provided with a threaded hole, which matches the lead screw (903).
6. The revegetation structure for subgrade foundations of transmission and transformation towers according to claim 3, characterized in that: The top outer walls of the second displacement frame (905) and the third displacement frame (906) are both T-shaped. One end of the first displacement frame (904) is provided with a first square groove, and one end of the second displacement frame (905) is provided with a second square groove. The inner wall of the first square groove is in contact with the outer wall of the second displacement frame (905), and the inner wall of the second square groove is in contact with the outer wall of the third displacement frame (906).
Citation Information
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