Bead type high and steep slope greening structure and greening method using mine presplitting blast holes
By using a beaded high-steep slope greening structure and water supply system in the pre-splitting blastholes of open-pit mines, the problem of greening high-steep slopes has been solved, the stability and automatic water supply of the vegetation balls have been achieved, plant growth has been promoted, and the problems of cumbersome cleaning and waste of resources in the greening measures in the existing technology have been solved.
Patent Information
- Application Number
- CN202511032265.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-07-25
- Publication Date
- 2025-10-10
AI Technical Summary
The high and steep slopes of open-pit mines leave pre-crack holes after pre-crack blasting, which makes it difficult to effectively green them. In addition, the cleaning work of existing greening measures is cumbersome and the blasting holes cannot be fully utilized as greening locations.
A beaded-type high-steep slope greening structure is adopted, and pre-cracked blastholes are used as greening locations. Through the design of serial ropes and vegetation balls, combined with a water supply system, the vegetation balls are ensured to be firmly fixed in the blastholes, and automatic water supply is achieved through water-guiding cotton ropes and diversion pipes to promote plant growth.
Effectively utilize pre-splitting blastholes for greening, ensure that the vegetation bulbs do not fall off, reduce water waste, increase plant growth rate, simple construction and strong adaptability, and are suitable for high and steep slope environments.
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Figure CN120753112A_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of high-steep slope greening, in particular to a beaded high-steep slope greening structure and a greening method using mine pre-splitting blastholes. Background Art
[0002] Open-pit mines need to use pre-splitting blasting after the slope reaches the design boundary to reduce the vibration impact on the slope rock mass. The biggest feature of pre-splitting blasting is more drilling and less charging. Therefore, after blasting, traces of pre-splitting holes will be left on the slope surface. Most of these traces exceed 1 / 2 of the circumference of the drill hole and are neatly arranged on the slope surface. Slope greening is a policy currently promoted by the country. Therefore, using pre-splitting drill holes to green the slope not only effectively solves the work of cleaning the slope surface for other greening measures, but also provides a better working position for greening measures. Summary of the Invention
[0003] The object of the present invention is to provide a beaded high-steep slope greening structure and greening method using pre-splitting blastholes in mines, so as to solve the problems raised in the above-mentioned background technology.
[0004] To achieve the above-mentioned purpose, the first aspect of the present invention provides a beaded high-steep slope greening structure utilizing pre-splitting blastholes in mines, which includes a slope main body, a water supply pump and an upper fixing mechanism. Pre-splitting blasthole wall grooves are opened at equal distances on the outer side of the slope main body, and a fixing plate is fixedly installed on the top of the slope main body, and a diversion pipe is fixedly installed through the inner surface of the fixing plate, and a connecting assembly is provided at equal distances on the bottom of the diversion pipe. The water supply pump is fixedly installed on the top of the slope main body, and a water supply pipe is installed on the side of the water supply pump, and the other side of the water supply pump is fixedly connected to the end of the diversion pipe. The upper fixing mechanism is installed at equal distances on the upper end of the slope main body, and a lower fixing mechanism is installed at equal distances on the lower end of the slope main body, and the outer surface of the lower fixing mechanism is wrapped with a series rope, and the outer surface of the series rope is fixedly connected with a vegetation ball at equal distances, and the outer surface of the series rope is wrapped with a water diversion cotton rope.
[0005] Furthermore, the connecting assembly includes a butt joint tube, and a fixing rod is fixedly installed on the inner surface of the butt joint tube, and a positioning clamping plate is installed on the end of the fixing rod, and a connecting seat is fixedly installed on the outer side of the butt joint tube, and a threaded adjustment mechanism is movably installed on the inner surface of the butt joint tube.
[0006] Furthermore, the end of the fixing rod is fixedly connected to the outer side of the positioning clamping plate, and the other end of the fixing rod is fixedly connected to the inner surface of the butt joint, and the positioning clamping plate forms a fixed structure through the fixing rod and the butt joint.
[0007] Furthermore, the threaded adjustment mechanism includes a movable clamping plate, and the outer side of the movable clamping plate is fixedly connected to a fixed seat, and the interior of the fixed seat is rotatably connected to a threaded adjustment rod, and the side of the threaded adjustment rod is threadedly connected to the inner surface of the connecting seat.
[0008] Furthermore, the upper fixing mechanism includes an anchor rod body, a tapered rod is welded to the bottom of the anchor rod body, and an annular limiting plate is fixedly connected to the outer surface of the upper end of the anchor rod body.
[0009] Furthermore, the number of installed lower fixing mechanisms is the same as the number of installed upper fixing mechanisms, the installation positions of the lower fixing mechanisms correspond one-to-one to the installation positions of the upper fixing mechanisms, and the components of the lower fixing mechanisms are exactly the same as the components of the upper fixing mechanisms.
[0010] Furthermore, the end of the series rope is wrapped and fixed on the outer surface of the anchor rod body, and the upper surface of the end of the series rope is fitly connected to the bottom of the annular limiting plate, and the other end of the series rope is wrapped and fixed on the outer surface of the lower fixing mechanism.
[0011] Furthermore, the vegetation ball comprises polyester geotextile, and the inner surface of the polyester geotextile is filled with a nutrient soil layer, and plant seeds are placed inside the nutrient soil layer, and the edges of the polyester geotextile are tied and sewn into a ball shape by ropes.
[0012] Furthermore, the interior of the polyester geotextile is fixedly connected to the outer surface of the series rope, and the outer surface of the series rope is fixedly connected to the inner surface of the water diversion cotton rope, and the outer surface of the water diversion cotton rope is fixedly connected to the nutrient soil layer.
[0013] A second aspect of the present invention provides a beaded high-steep slope greening method using pre-split mine blastholes. The beaded high-steep slope greening method using pre-split mine blastholes is applied to the above-mentioned high-steep slope greening structure, comprising the following steps: S1. Preparation before laying: Use cutting tools to cut the polyester geotextile into squares, then mix the nutrient soil layer and plant seeds and place them on the surface of the polyester geotextile. Then wrap, bundle and sew the polyester geotextile together, and ensure that the diameter of the prepared vegetation balls is exactly the same as the inner surface diameter of the pre-split blasthole wall groove. After a group of vegetation balls is prepared, wrap the water diversion cotton rope around the outer surface of the series rope, and then pass the series rope together with the water diversion cotton rope through the prepared vegetation balls, so that the group of vegetation balls are connected in series; S2, laying work: grab the anchor rod body and place it on the top of the slope body, then hit the lower end of the upper fixing mechanism towards the inside of the slope body by a weight, at this time, through the cooperation of the conical rod, the conical rod together with the lower end of the anchor rod body is facilitated to quickly enter the inside of the slope body, so as to complete the quick installation work of the single upper fixing mechanism, then install the upper fixing mechanism one by one according to the interval of the pre-splitting blast hole wall groove, and the lower fixing mechanism is sequentially nailed into the lower end of the slope body, then the prepared series of planting balls are put into the inner surface of the pre-splitting blast hole wall groove, then the two ends of the series of ropes are respectively wound and bound on the lower fixing mechanism of the upper fixing mechanism, so as to complete the laying work of the planting balls, then the upper end of the water guide cotton rope is inserted into the inside of the butt joint pipe, then the threaded adjusting rod is grabbed and driven to rotate in the inside of the fixed seat, at this time, through the threaded connection between the side of the threaded adjusting rod and the inside of the connecting seat, the fixed seat drives the movable clamping plate to clamp the end of the water guide cotton rope, then through the cooperation of the fixed rod end positioning clamping plate, the positioning clamping plate and the movable clamping plate firmly fix the end of the water guide cotton rope in the inside of the butt joint pipe, and when all the water guide cotton ropes are butt jointed, the overall laying work is completed. S3, maintenance work: open the water supply pump, when the water supply pump starts to run, water is pumped into the inside of the shunt pipe through the water delivery pipe, then through the cooperation of the butt joint pipe, the water in the shunt pipe is evenly shunted to the multiple water guide cotton ropes, then through the water guide cotton rope, the water is gradually retained in the inside of the planting ball, so as to achieve the purpose of automatic water supply, thereby increasing the growth speed of the plant seeds to a certain extent.
[0014] The series of bead type high and steep slope greening structure and the greening method using the mine pre-splitting blast hole have the following beneficial effects: 1, the series of rope and the planting ball are arranged, the structure reasonably utilizes the blast hole left after pre-splitting blasting, the blast hole is used as the operation position for greening, and since the diameter of the planting ball is the same as the diameter of the inner surface of the pre-splitting blast hole wall groove, the planting ball is effectively prevented from falling off during laying, and since the surface area of the spherical planting ball is large, the planting ball can ensure large-area greening effect, and the high and steep slope greening structure is simple in structure and high in adaptability, and can meet the operation environment of high and steep slope, and since the series of rope is made of corrosion-resistant nylon rope, the series of rope will not break during long-term series fixing, thereby further ensuring that the plant seeds in the planting ball will not fall off when growing out.
[0015] 2、The utility model discloses through the shunt pipe and water delivery pipe that is set, make water supply pump can deliver water into the inside of shunt pipe when running, then the water in shunt pipe is evenly shunted and is guided to the water guide cotton rope place through the cooperation of the butt joint pipe, at this time, through the cooperation of water guide cotton rope, make the water that flows down can slowly permeate into the plant ball of series connection, this water supply scheme not only can greatly reduce the waste of water resources, also can better keep water in the inside of plant ball, thereby convenient for the growth of greening vegetation is provided, and the cooperation of fixed rod, positioning type clamping plate, connecting seat and screw adjusting mechanism also provide the convenience for the butt joint water guide cotton rope and butt joint pipe. BRIEF DESCRIPTION OF DRAWINGS
[0016] Figure 1 It is the front view solid structure schematic diagram of the present application's high and steep slope greening structure of string pearl type of utilization mine pre-splitting blasthole; Figure 2 It is the fixed plate-shunt pipe bottom view solid structure schematic diagram in the present application's high and steep slope greening structure of string pearl type of utilization mine pre-splitting blasthole; Figure 3 It is Figure 2 It is the structure enlarged schematic diagram in A place; Figure 4 It is the slope main body-upper fixed mechanism solid structure schematic diagram in the present application's high and steep slope greening structure of string pearl type of utilization mine pre-splitting blasthole; Figure 5 It is the series rope-plant ball split solid structure schematic diagram in the present application's high and steep slope greening structure of string pearl type of utilization mine pre-splitting blasthole; Figure 6 It is the dacron geotextile-nutrient soil layer solid structure schematic diagram in the present application's high and steep slope greening structure of string pearl type of utilization mine pre-splitting blasthole; Figure 7 It is the anchor rod main body-ring limiting plate solid structure schematic diagram in the present application's high and steep slope greening structure of string pearl type of utilization mine pre-splitting blasthole.
[0017] In the drawing: 1, slope main body;2, pre-splitting blasthole wall groove;3, fixed plate;4, shunt pipe;5, connecting assembly;51, butt joint pipe;52, fixed rod;53, positioning type clamping plate;54, connecting seat;55, screw adjusting mechanism;551, movable clamping plate;552, fixed seat;553, screw adjusting rod;6, water supply pump;7, water delivery pipe;8, upper fixed mechanism;81, anchor rod main body;82, conical rod;83, ring limiting plate;9, lower fixed mechanism;10, series rope;11, plant ball;111, dacron geotextile;112, nutrient soil layer;113, plant seed;12, water guide cotton rope. DETAILED DESCRIPTION
[0018] The following embodiments of the technical solution of the present application will be described in detail with reference to the accompanying drawings. The following embodiments are only used to more clearly illustrate the technical solution of the present application and are therefore only examples and are not intended to limit the scope of protection of the present application.
[0019] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by those skilled in the art to which this application belongs; the terms used herein are only for the purpose of describing specific embodiments and are not intended to limit this application; the terms "including" and "having" and any variations thereof in the specification and claims of this application and the above-mentioned figure descriptions are intended to cover non-exclusive inclusions.
[0020] References herein to "embodiments" mean that a particular feature, structure, or characteristic described in connection with the embodiments may be included in at least one embodiment of the present application. The appearance of this phrase in various places in the specification does not necessarily refer to the same embodiment, nor does it constitute an independent or alternative embodiment that is mutually exclusive of other embodiments. It is understood, both explicitly and implicitly, by those skilled in the art that the embodiments described herein may be combined with other embodiments.
[0021] In the description of the embodiments of the present application, the term "multiple" refers to more than two (including two). Similarly, "multiple groups" refers to more than two groups (including two groups), and "multiple pieces" refers to more than two pieces (including two pieces).
[0022] In the description of the embodiments of the present application, the technical terms "center", "longitudinal", "lateral", "length", "width", "thickness", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", "clockwise", "counterclockwise", "axial", "radial", "circumferential", etc., indicating the orientation or position relationship, are based on the orientation or position relationship shown in the accompanying drawings, and are only for the convenience of describing the embodiments of the present application and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the embodiments of the present application.
[0023] In the description of the embodiments of the present application, unless otherwise expressly specified or limited, technical terms such as "installed," "connected," "connected," and "fixed" should be understood in a broad sense. For example, they can refer to fixed connections, detachable connections, or integration; mechanical connections or electrical connections; direct connections or indirect connections through an intermediate medium; internal connections between two components or interactions between two components. Those skilled in the art can understand the specific meanings of the above terms in the embodiments of the present application based on specific circumstances.
[0024] like Figure 1 、 Figure 4 、 Figure 5 、 Figure 6 and Figure 7 As shown, the beaded high-steep slope greening structure using pre-splitting blastholes in mines of the present invention includes a slope body 1, a water supply pump 6 and an upper fixing mechanism 8. Pre-splitting blasthole wall grooves 2 are equidistantly provided on the outer side of the slope body 1, and a fixing plate 3 is fixedly installed on the top of the slope body 1. A diversion pipe 4 is fixedly installed through the inner surface of the fixing plate 3, and a connecting assembly 5 is equidistantly provided at the bottom of the diversion pipe 4. The water supply pump 6 is fixedly installed on the top of the slope body 1, and a water supply pipe 7 is installed on the side of the water supply pump 6. The other side of the water supply pump 6 is fixedly connected to the end of the diversion pipe 4. The upper fixing mechanism 8 is equidistantly installed on the upper end of the slope body 1.
[0025] In some embodiments, the upper fixing mechanism 8 includes an anchor rod body 81, and a conical rod 82 is welded to the bottom of the anchor rod body 81, and an annular limiting plate 83 is fixedly connected to the outer surface of the upper end of the anchor rod body 81. The end of the series rope 10 is wrapped and fixed on the outer surface of the anchor rod body 81, and the upper surface of the end of the series rope 10 is fitly connected to the bottom of the annular limiting plate 83.
[0026] The other end of the series rope 10 is wrapped around and fixed to the outer surface of the lower fixing mechanism 9. By setting the upper surface of the end of the series rope 10 to be in close contact with the bottom of the annular stop plate 83, the series rope 10 will not fall off the outer surface of the anchor body 81 even when subjected to tension. The lower fixing mechanism 9 is also installed at an equal distance from the lower end of the slope body 1. It should be noted that the components of the lower fixing mechanism 9 are exactly the same as those of the upper fixing mechanism 8.
[0027] A preferred embodiment is as follows: the number of installed lower fixing mechanisms 9 is the same as the number of installed upper fixing mechanisms 8 , and the installation positions of the lower fixing mechanisms 9 correspond one-to-one to the installation positions of the upper fixing mechanisms 8 .
[0028] The outer surface of the lower fixing mechanism 9 is wound with a series rope 10, and the outer surface of the series rope 10 is fixedly connected with vegetation balls 11 at equal distances.
[0029] In some embodiments, the above-mentioned vegetation ball 11 includes a polyester geotextile 111, and the inner surface of the polyester geotextile 111 is filled with a nutrient soil layer 112. The interior of the polyester geotextile 111 is fixedly connected to the outer surface of the series rope 10, and the outer surface of the series rope 10 is fixedly connected to the inner surface of the water-diverting cotton rope 12, and the outer surface of the water-diverting cotton rope 12 is fixedly connected to the nutrient soil layer 112 to ensure that the vegetation ball 11 will not loosen when the series rope 10 is connected in series. Plant seeds 113 are placed inside the nutrient soil layer 112, and the edges of the polyester geotextile 111 are tied and sewn into a ball shape with ropes. The plant seeds 113 are selected from grass or low shrub seeds that are easy to grow on slopes. At the same time, the outer surface of the series rope 10 is wrapped with the water-diverting cotton rope 12.
[0030] like Figure 1-Figure 5 As shown, pre-splitting blasthole wall grooves 2 are opened at equal distances on the outside of the slope body 1, and a fixing plate 3 is fixedly installed on the top of the slope body 1, and a diversion pipe 4 is fixedly installed through the inner surface of the fixing plate 3, and a connecting component 5 is arranged at equal distances at the bottom of the diversion pipe 4.
[0031] In some embodiments, the connecting assembly 5 includes a butt joint tube 51, and a fixing rod 52 is fixedly installed on the inner surface of the butt joint tube 51, and a positioning clamping plate 53 is installed on the end of the fixing rod 52. The end of the fixing rod 52 is fixedly connected to the outer side of the positioning clamping plate 53, and the other end of the fixing rod 52 is fixedly connected to the inner surface of the butt joint tube 51, and the positioning clamping plate 53 forms a fixed structure with the butt joint tube 51 through the fixing rod 52. By setting the positioning clamping plate 53 and the butt joint tube 51 into a fixed structure, the positioning clamping plate 53 is more secure when positioning and clamping the water diversion cotton rope 12 and will not loosen, and a connecting seat 54 is fixedly installed on the outer side of the butt joint tube 51.
[0032] In some other embodiments, a threaded adjustment mechanism 55 is movably installed on the inner surface of the docking tube 51, and the threaded adjustment mechanism 55 includes a movable clamping plate 551, and the outer side of the movable clamping plate 551 is fixedly connected to a fixed seat 552, and the interior of the fixed seat 552 is rotatably connected to a threaded adjustment rod 553, and the side of the threaded adjustment rod 553 is threadedly connected to the inner surface of the connecting seat 54.
[0033] The water supply pump 6 is fixedly installed on the top of the slope main body 1, and a water pipe 7 is installed on the side of the water supply pump 6, and the other side of the water supply pump 6 is fixedly connected to the end of the diversion pipe 4, the upper fixing mechanism 8 is installed at equal distances on the upper end of the slope main body 1, and the lower fixing mechanism 9 is installed at equal distances on the lower end of the slope main body 1, and the outer surface of the lower fixing mechanism 9 is wrapped with a series rope 10, and the outer surface of the series rope 10 is fixedly connected with a vegetation ball 11 at equal distances, and the outer surface of the series rope 10 is wrapped with a water diversion cotton rope 12.
[0034] like Figure 1-Figure 7 As shown, the present invention also provides a beaded high-steep slope greening method using mine pre-split blastholes. The beaded high-steep slope greening method is applied to the above-mentioned high-steep slope greening structure. The greening method includes the following steps: S1. Preparation before laying: Use a cutting tool to cut the polyester geotextile 111 into squares. Then, mix the nutrient soil layer 112 and the plant seeds 113 and place them on the surface of the polyester geotextile 111. Then, wrap, bundle and sew the polyester geotextile 111 together. Ensure that the diameter of the prepared vegetation balls 11 is exactly the same as the inner surface diameter of the pre-split blasthole wall groove 2. After a group of vegetation balls 11 is prepared, wrap the water diversion cotton rope 12 around the outer surface of the series rope 10. Then, the series rope 10 and the water diversion cotton rope 12 are passed through the prepared vegetation balls 11, so that the group of vegetation balls 11 are connected in series. S2. Laying work: Grab the anchor rod body 81 and place it on the top of the slope body 1, then use a heavy hammer to smash the lower end of the upper fixing mechanism 8 toward the inside of the slope body 1. At this time, through the cooperation of the tapered rod 82, the tapered rod 82 and the lower end of the anchor rod body 81 can quickly enter the interior of the slope body 1, thereby completing the rapid installation of a single upper fixing mechanism 8. Then, according to the spacing of the pre-splitting blasthole wall groove 2, the upper fixing mechanisms 8 are installed one by one. Similarly, the lower fixing mechanisms 9 are nailed into the slope body 1 at the lower end in sequence, and then the prepared serial vegetation balls 11 are placed into the inner surface of the pre-splitting blasthole wall groove 2. Then, the two ends of the serial rope 10 are respectively wrapped around and bound to the upper fixing mechanism 8. The lower fixing mechanism 9 is used to complete the laying of the vegetation ball 11, and then the upper end of the water diversion cotton rope 12 is inserted into the interior of the docking tube 51, and then the threaded adjustment rod 553 is grasped and driven to rotate inside the fixing seat 552. At this time, the side of the threaded adjustment rod 553 is connected with the thread inside the connecting seat 54, so that the fixing seat 552 drives the movable clamping plate 551 to clamp the end of the water diversion cotton rope 12. Then, through the cooperation of the positioning clamping plate 53 at the end of the fixing rod 52, the positioning clamping plate 53 and the movable clamping plate 551 firmly fix the end of the water diversion cotton rope 12 inside the docking tube 51. When all the water diversion cotton ropes 12 are docked, the overall laying work is completed; S3. Maintenance work: Turn on the water supply pump 6. When the water supply pump 6 starts running, water is pumped into the inside of the diversion pipe 4 through the water pipe 7. Then, through the cooperation of the connecting pipe 51, the water in the diversion pipe 4 is evenly diverted to multiple water-drawing cotton ropes 12. Then, the water is gradually retained in the planting ball 11 through the water-drawing cotton ropes 12, so as to achieve the purpose of automatic water supply, thereby increasing the growth rate of the plant seeds 113 to a certain extent.
[0035] The embodiments of the present application are presented by way of example and description, and are not intended to be exhaustive or to limit the application to the form disclosed. Many modifications and variations will be apparent to those skilled in the art. Embodiments are chosen and described in order to best explain the principles of the application and its practical application, and to thereby enable others skilled in the art to best utilize the application in various embodiments and with various modifications as are suited to the particular use contemplated.
Claims
1. A beaded high-steep slope greening structure using pre-split blastholes in a mine, comprising a slope main body (1), a water supply pump (6) and an upper fixing mechanism (8), characterized in that: The outer side of the slope body (1) is provided with pre-splitting blasthole wall grooves (2) at equal distances, and a fixing plate (3) is fixedly installed on the top of the slope body (1), and a diversion pipe (4) is fixedly installed through the inner surface of the fixing plate (3), and a connecting assembly (5) is provided at equal distances at the bottom of the diversion pipe (4). The water supply pump (6) is fixedly installed on the top of the slope body (1), and a water pipe (7) is installed on the side of the water supply pump (6), and the other side of the water supply pump (6) is fixedly connected to the end of the diversion pipe (4). The upper fixing mechanism (8) is installed at equal distances on the upper end of the slope body (1), and a lower fixing mechanism (9) is installed at equal distances on the lower end of the slope body (1), and a series rope (10) is wound around the outer surface of the lower fixing mechanism (9), and a vegetation ball (11) is fixedly connected to the outer surface of the series rope (10) at equal distances, and a water diversion cotton rope (12) is wound around the outer surface of the series rope (10).
2. The beaded high and steep slope greening structure using mine pre-splitting blastholes according to claim 1 is characterized in that: The connecting assembly (5) comprises a butt joint tube (51), a fixing rod (52) fixedly mounted on the inner surface of the butt joint tube (51), a positioning clamping plate (53) mounted on the end of the fixing rod (52), a connecting seat (54) fixedly mounted on the outer side of the butt joint tube (51), and a threaded adjustment mechanism (55) movably mounted on the inner surface of the butt joint tube (51).
3. The beaded high and steep slope greening structure using mine pre-splitting blastholes according to claim 2 is characterized in that: The end of the fixing rod (52) is fixedly connected to the outer side of the positioning clamping plate (53), and the other end of the fixing rod (52) is fixedly connected to the inner surface of the butt joint (51), and the positioning clamping plate (53) forms a fixed structure with the butt joint (51) through the fixing rod (52).
4. The beaded high and steep slope greening structure using mine pre-splitting blastholes according to claim 2 is characterized in that: The threaded adjustment mechanism (55) includes a movable clamping plate (551), and the outer side of the movable clamping plate (551) is fixedly connected to a fixed seat (552), and the inner side of the fixed seat (552) is rotatably connected to a threaded adjustment rod (553), and the side of the threaded adjustment rod (553) is threadedly connected to the inner surface of the connecting seat (54).
5. The beaded high and steep slope greening structure using mine pre-splitting blastholes according to claim 1 is characterized in that: The upper fixing mechanism (8) comprises an anchor rod body (81), a tapered rod (82) is welded to the bottom of the anchor rod body (81), and an annular limiting plate (83) is fixedly connected to the outer surface of the upper end of the anchor rod body (81).
6. The beaded high and steep slope greening structure using mine pre-splitting blastholes according to claim 5 is characterized in that: The number of installed lower fixing mechanisms (9) is the same as the number of installed upper fixing mechanisms (8), and the installation positions of the lower fixing mechanisms (9) correspond one-to-one to the installation positions of the upper fixing mechanisms (8), and the components of the lower fixing mechanisms (9) are exactly the same as the components of the upper fixing mechanisms (8).
7. The beaded high and steep slope greening structure using mine pre-splitting blastholes according to claim 5 is characterized in that: The end of the series rope (10) is wound and fixed on the outer surface of the anchor rod body (81), and the upper surface of the end of the series rope (10) is connected to the bottom of the annular limiting plate (83), and the other end of the series rope (10) is wound and fixed on the outer surface of the lower fixing mechanism (9).
8. The beaded high and steep slope greening structure using mine pre-splitting blastholes according to claim 1 is characterized in that: The vegetation ball (11) comprises a polyester geotextile (111), the inner surface of the polyester geotextile (111) is filled with a nutrient soil layer (112), and plant seeds (113) are placed inside the nutrient soil layer (112), and the edges of the polyester geotextile (111) are tied and sewn into a ball shape by ropes.
9. The beaded high and steep slope greening structure using mine pre-splitting blastholes according to claim 8 is characterized in that: The interior of the polyester geotextile (111) is fixedly connected to the outer surface of the series rope (10), and the outer surface of the series rope (10) is fixedly connected to the inner surface of the water diversion cotton rope (12), and the outer surface of the water diversion cotton rope (12) is fixedly connected to the nutrient soil layer (112).
10. A method for greening steep slopes using pre-split blastholes in mines, wherein the method is applied to the greening structure for steep slopes described in any one of 1 to 9 above, and is characterized in that: The beaded high and steep slope greening method comprises the following steps: S1. Preparation before laying: Use a cutting tool to cut the polyester geotextile (111) into squares, then mix the nutrient soil layer (112) and the plant seeds (113) and place them on the surface of the polyester geotextile (111), then wrap, bundle and sew the polyester geotextile (111), and ensure that the diameter of the prepared vegetation balls (11) is exactly the same as the inner surface diameter of the pre-split blasthole wall groove (2). After a group of vegetation balls (11) is prepared, the water diversion cotton rope (12) is wound onto the outer surface of the series rope (10), and then the series rope (10) together with the water diversion cotton rope (12) is passed through the prepared vegetation balls (11), so that a group of vegetation balls (11) are connected in series; S2, laying work: grab the anchor rod body (81) and place it on the top of the slope body (1), then use a heavy hammer to smash the lower end of the upper fixing mechanism (8) toward the inside of the slope body (1), at this time, through the cooperation of the tapered rod (82), the tapered rod (82) together with the lower end of the anchor rod body (81) can quickly enter the inside of the slope body (1), thereby completing the rapid installation of a single upper fixing mechanism (8), then the upper fixing mechanisms (8) are installed one by one according to the spacing of the pre-splitting blasthole wall groove (2), similarly, the lower fixing mechanism (9) is nailed into the slope body (1) at the lower end in sequence, then the prepared series vegetation ball (11) is placed into the inner surface of the pre-splitting blasthole wall groove (2), and then the two ends of the series rope (10) are respectively wrapped around and bound to the lower end of the upper fixing mechanism (8). The fixing mechanism (9) is used to complete the laying of the vegetation ball (11), and then the upper end of the water diversion cotton rope (12) is inserted into the interior of the butt joint (51), and then the threaded adjustment rod (553) is grasped and driven to rotate inside the fixing seat (552). At this time, the side of the threaded adjustment rod (553) is connected to the threaded connection inside the connecting seat (54), so that the fixing seat (552) drives the movable clamping plate (551) to clamp the end of the water diversion cotton rope (12). Then, through the cooperation of the positioning clamping plate (53) at the end of the fixing rod (52), the positioning clamping plate (53) and the movable clamping plate (551) firmly fix the end of the water diversion cotton rope (12) inside the butt joint (51). When all the water diversion cotton ropes (12) are docked, the overall laying work is completed; S3, maintenance work: turn on the water supply pump (6), when the water supply pump (6) starts to operate, water is pumped into the inside of the diversion pipe (4) through the water pipe (7), and then the water in the diversion pipe (4) is evenly diverted to the multiple water diversion cotton ropes (12) through the cooperation of the butt joint pipe (51), and then the water is gradually retained in the inside of the planting ball (11) through the water diversion cotton ropes (12), so as to achieve the purpose of automatic water supply, thereby increasing the growth rate of plant seeds to a certain extent.
Citation Information
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