High and steep rock slope engineering prevention and ecological slope protection cooperative construction system

Abstract

The invention provides a high and steep rock slope engineering prevention and ecological slope protection cooperative construction system which comprises four construction subsystems fixedly connected in a shape like a Chinese character'tian ', each construction subsystem comprises a first turnover unit, a second turnover unit, a fixing unit, an anchor rod mounting column, an anchor rod supply box and a pipeline used for pouring concrete, and during concrete pouring, the first turnover unit is connected with the second turnover unit, and the fixing unit is connected with the anchor rod mounting column. The anchor rod mounting columns are inserted into the anchor rod holes, the anchor rod mounting columns are fixed in the anchor rod holes through the fixing units, the anchor rod supply box conveys anchor rods to the anchor rod mounting columns and then the anchor rods fall into the anchor rod holes, and then stirred concrete is pumped by the pipeline to pour the anchor rods falling into the anchor rod holes; during overturning, the two adjacent construction subsystems are fixed in the anchor rod holes, the other two construction subsystems are moved out of the anchor rod holes, and the two construction subsystems moved out of the anchor rod holes are overturned left and right or up and down through the corresponding first overturning units or second overturning units. And the two construction subsystems which are moved out of the anchor rod holes after being turned over are inserted into new anchor rod holes.

Description

Technical Field

[0001] The present invention belongs to the technical field of slope construction, and particularly relates to a collaborative construction system for the prevention and control of high-steep rocky slope engineering and ecological slope protection. Background Art

[0002] When preventing and controlling relatively steep slopes, the commonly used method is to reinforce the slope with anchor bolts. Currently, the method of using anchor bolts for reinforcement is that workers first go to the position where the anchor bolts need to be inserted, and then the anchor bolts are transported to the workers by devices such as cranes. The workers manually insert the anchor bolts into the slope and perform the operation of applying concrete.

[0003] The Chinese utility model patent with the publication number CN215479309U discloses a "hoisting and inserting device for slope anchor bolt construction". When this utility model works, the traveling device and the anchor bolt inserting device are installed and composed of the entire anchor bolt inserting device through a transverse connecting rod and high-strength bolts; if it is not convenient to use a crane, the anchor bolt is installed in the anchor bolt sleeve at the slope platform position; according to the known hole position, the entire anchor bolt inserting device reaches the predetermined position along the slope guide rail under the action of the power device and the rotating gear; the anchor bolt sleeve rotates a set angle through the high-strength turntable under the drive of the power device; under the action of the automatic lifting column, one end of the anchor bolt sleeve is jacked up, and the anchor bolt sleeve forms an angle in the vertical direction. During this process, the anchor bolt fixing claw locks the anchor bolt to keep it in its original position. After the entire position and angle are adjusted, the anchor bolt fixing claw is opened, and the anchor bolt can enter the anchor bolt hole under its own gravity. If it is convenient to use a crane, the anchor bolt inserting device can be directly adjusted to the predetermined position under the action of the power device, and then the anchor bolt is directly lowered into the anchor bolt sleeve, and then the hole inserting operation is carried out.

[0004] However, its disadvantage is that the entire movable platform of this utility model can only move up and down along the slope on the slope guide rail and cannot realize the left and right movement of the slope. Therefore, when this utility model needs to move left and right during work, it is necessary to reinstall the slope guide rail and place the movable platform on the reinstalled slope guide rail, which makes this utility model inconvenient to use and has low work efficiency. Summary of the Invention

[0005] In view of the above-mentioned disadvantages of the prior art, the purpose of the present invention is to provide a collaborative construction system for the prevention and control of high-steep rocky slope engineering and ecological slope protection, which is used to solve the problem that anchor bolts cannot be inserted efficiently during slope prevention and control in the prior art.

[0006] To achieve the above and other related objectives, the present invention provides a collaborative construction system for the prevention and control of high-steep rocky slope engineering and ecological slope protection. The system includes four construction subsystems fixedly connected in a cross shape, and adjacent two construction subsystems are mirror-symmetrically arranged. Each construction subsystem includes: An installation box, on which a first rotating column is fixedly connected; A first flipping unit, which includes a first fixed column. The first fixed column is rotatably connected to the first rotating column, and the first rotating column drives the installation box to flip around the first fixed column; A second flipping unit, which includes a first connecting arm, a first installation column, an anchor rod installation column, and an anchor rod supply box containing anchor rods. One end of the first connecting arm is rotatably connected to the first fixed column, the other end of the first connecting arm is rotatably connected to the first installation column, the upper end face of the anchor rod installation column is telescopically arranged on the first installation column, the rotation axis of the first connecting arm is perpendicular to the rotation axis of the first rotating column, the central axis of the anchor rod installation column is perpendicular to the rotation axis of the first connecting arm, and the bottom of the anchor rod installation column is inserted into an anchor rod hole; A blind hole is provided at the lower end of the anchor rod installation column. The anchor rod supply box is inserted into the side wall of the first installation column, and the anchor rods in the anchor rod supply box enter the first installation column and then fall into the anchor rod hole through the blind hole; When the anchor rod installation column is inserted and fixed in the anchor rod hole, the first connecting arm drives the first fixed column, the first rotating column, and the installation box to flip around the first installation column and the anchor rod installation column.

[0007] As an alternative, the first flipping unit further includes a first bevel gear, a second bevel gear, and a first rotation power source; The first bevel gear is fixedly connected to the first rotating column, the second bevel gear is fixedly connected to the rotating end of the first rotation power source, the fixed end of the first rotation power source is fixedly connected to the first installation column, the first bevel gear and the second bevel gear remain meshed, and the first rotation power source provides the power for the rotation of the first bevel gear and the second bevel gear.

[0008] As an alternative, the second flipping power source further includes a second rotation power source, a third rotation power source, a first gear, a second gear, and a first rotating shaft; The rotating end of the second rotation power source is fixedly connected to the connection part of the first connecting arm and the first fixed column; The first rotating shaft is fixedly connected to the first connecting arm. The first rotating shaft drives the rotation between the first connecting arm and the first mounting post. One end of the first rotating shaft extending out of the first connecting arm is fixedly connected with a first gear. The third rotating power source is fixedly connected to the first mounting post. The rotation axis of the third rotating power source is arranged parallel to the rotation axis of the first rotating shaft. The rotating end of the third rotating power source is rotatably connected with a second gear. The first gear and the second gear remain meshed.

[0009] As an alternative, the second flipping unit further includes a first telescopic power source; The fixed end of the first telescopic power source is fixedly connected to the first mounting post. The extending end of the first telescopic power source is fixedly connected to the upper end face of the anchor rod mounting post. And the telescopic direction of the first telescopic power source coincides with the central axis of the anchor rod mounting post.

[0010] As an alternative, each construction subsystem further includes a first circular column and a plurality of fixing units for fixing the anchor rod mounting post in the anchor rod hole; The central axis of the first circular column coincides with the central axis of the anchor rod mounting post. The plurality of fixing units are arranged at equal radian intervals with the central axis of the first circular column between the first circular column and the anchor rod mounting post; Each fixing unit includes a pressing block, a first spring and a connecting block; The lower end face of the connecting block is fixedly connected to the upper end face of the first circular column. The outer diameter of the first circular column is the same as the outer diameter of the anchor rod mounting post. The outer diameter of the first circular column is smaller than the diameter of the anchor rod hole. The upper end of the connecting block passes through the lower end face of the anchor rod mounting post. And the upper end of the connecting block slides up and down inside the anchor rod mounting post. The upper end face of the connecting block is provided with a first inclined surface; The pressing block is slidably mounted on the side wall of the anchor rod mounting post. The sliding direction of the pressing block is parallel to the radial direction of the blind hole. The first spring is fixedly connected between the pressing block and the anchor rod mounting post. The lower end face of the pressing block is provided with a second inclined surface. The second inclined surface is parallel to the first inclined surface. And the second inclined surface is in contact and slides with the first inclined surface. The connecting block drives the pressing block to press against the inner wall of the anchor rod hole through the first inclined surface.

[0011] As an alternative, the side wall of the anchor rod mounting post is provided with a first sliding groove. The guiding direction of the first sliding groove is parallel to the sliding direction of the pressing block. The pressing block is slidably connected with the first sliding groove; The bottom wall of the anchor rod mounting post is provided with a second sliding groove. The guiding direction of the second sliding groove is parallel to the axis of the anchor rod mounting post. The connecting block is slidably connected with the second sliding groove. The second sliding groove is communicated with the first sliding groove.

[0012] As an alternative, the second flipping unit further includes a second telescopic power source and a first pressing plate; A mounting hole is formed on the side wall of the anchor rod mounting column, the mounting hole is connected to the blind hole, a second opening is formed on the side wall of one side of the anchor rod supply box, and the second opening side of the anchor rod supply box is inserted into the mounting hole; The second telescopic power source is arranged on the anchor rod mounting column, the telescopic direction of the second telescopic power source is arranged parallel to the direction of the central axis of the anchor rod mounting column, and the protruding end of the second telescopic power source is fixedly connected with a first pressure plate, and the first pressure plate is arranged in the mounting hole, and the first pressure plate presses and fixes the anchor rod supply box inserted into the anchor rod mounting column.

[0013] As an optional solution, the second flip unit further includes a second spring and a pushing plate; One end of a second spring is fixedly connected to the inner side wall of the anchor supply box away from the second opening, and the other end of the second spring is fixedly connected to a pushing plate, and the pushing plate is pushed toward the second opening under the action of the second spring; The anchor supply box has a plurality of anchors in a linear array along the pushing direction of the pushing plate. When the second opening side of the anchor supply box is inserted into the mounting hole, the anchors in the anchor supply box move into the anchor mounting column under the push of the pushing plate.

[0014] As an optional solution, the second flip unit further includes a third telescopic power source and a plurality of limiting protrusions; The diameter of the blind hole is the same as the inner diameter of the first annular column, the diameter of the blind hole is larger than the outer diameter of the anchor rod, the third telescopic power source is arranged in the anchor rod mounting column, and the telescopic direction of the third telescopic power source coincides with the central axis of the anchor rod mounting column, the limiting protrusion is arranged on the inner side wall of the anchor rod mounting column, a plurality of the limiting protrusions are arranged in an arc shape along the central axis of the anchor rod mounting column, and a plurality of the limiting protrusions are arranged below the mounting hole; The limiting protrusion is an elastic member, the anchor rod pushed into the anchor rod installation column by the pushing plate is blocked by the limiting protrusion, the third telescopic power source pushes the anchor rod to open the limiting protrusion, and the third telescopic power source pushes the anchor rod to the bottom of the limiting protrusion.

[0015] As an optional solution, each of the construction subsystems further includes a concrete storage tank and a pipeline for pouring concrete; The concrete storage box is fixed on the installation box, one end of the pipe is connected to the concrete storage box, and the other end of the pipe passes through the side wall of the anchor rod installation column and is connected to the blind hole. The pipe is used to pour concrete for the anchor rod dropped into the anchor rod hole.

[0016] As described above, the high and steep rock slope engineering prevention and control and ecological slope protection coordinated construction system of the present invention has at least the following beneficial effects: 1. When the present invention is in operation, under the action of the first flipping unit, the four construction subsystems can be flipped and moved left and right along the dug anchor bolt holes, and under the action of the second flipping unit, the four construction subsystems can be flipped and moved up and down along the dug anchor bolt holes. The whole process can be realized without manual assistance, and the structural design is ingenious.

[0017] 2. After the anchor bolt installation column is inserted into the anchor bolt hole, the present invention can press the pressing block against the side wall of the anchor bolt hole through the relative movement of the first circular column and the anchor bolt installation column, so that the installation column is fixed in the anchor bolt hole. The structural design is reasonable, which is convenient for subsequent insertion of the anchor bolt and the stability of the anchor bolt during concrete pouring.

[0018] 3. Through the setting of the first pressing plate, the present invention can press and fix the anchor bolt supply boxes of different heights. Different heights of anchor bolts can be placed in the anchor bolt supply boxes of different heights. Therefore, the present invention can insert anchor bolts of different heights corresponding to anchor bolt holes of different heights. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] Figure 1 It shows a three-dimensional structural schematic diagram of the present invention; Figure 2 It shows a structural schematic diagram of one of the construction subsystems of the present invention.

[0020] Figure 3 It shows a structural schematic diagram of the first flipping power source of the present invention; Figure 4 It shows an exploded view related to the first telescopic power source of the present invention; Figure 5 It shows a structural schematic diagram related to the second telescopic power source and the first pressing plate of the present invention; Figure 6 It shows a cross-sectional view of the fixing unit of the present invention; Figure 7 It shows a structural schematic diagram related to the second opening of the present invention; Figure 8 It shows a cross-sectional view of the anchor bolt supply box of the present invention; Figure 9 It shows a structural schematic diagram related to the third telescopic power source and the limiting convex block of the present invention.

[0021] In the figure: 101, installation box; 102, first rotating column; 201, first fixing column; 202, first bevel gear; 203, second bevel gear; 204, first rotation power source; 301, first connecting arm; 302, first installation column; 303, second rotation power source; 304, third rotation power source; 305, first gear; 306, second gear; 307, first rotating shaft; 401, First telescopic power source; 402, Anchor installation column; 403, Blind hole; 404, Installation hole; 501, First circular column; 502, Pressing block; 503, First spring; 504, Connecting block; 505, First inclined surface; 506, Second inclined surface; 507, Sliding block; 508, First chute; 509, Second chute; 601, Anchor supply box; 602, Second telescopic power source; 603, First pressing plate; 604, Second opening; 605, Second spring; 606, Pushing plate; 701, Third telescopic power source; 702, Limiting convex block; 801, Concrete storage box; 802, Pipeline. Detailed implementation manners

[0022] The following specific embodiments illustrate the implementation manners of the present invention. Those skilled in the art can easily understand other advantages and effects of the present invention from the content disclosed in this specification.

[0023] Please refer to Figures 1 to 9 . It should be noted that the structures, ratios, sizes, etc. shown in the drawings of this specification are only used to cooperate with the content disclosed in the specification for those skilled in the art to understand and read, and are not used to limit the limited conditions for the implementation of the present invention. Therefore, they do not have technical essence. Any modification of the structure, change of the proportional relationship or adjustment of the size, without affecting the effects that the present invention can produce and the purposes that can be achieved, should still fall within the scope covered by the technical content disclosed in the present invention. At the same time, the terms such as "upper", "lower", "left", "right", "middle" and "one" cited in this specification are only for the convenience of description and are not used to limit the scope for the implementation of the present invention. The change or adjustment of their relative relationships, without substantial change in the technical content, should also be regarded as the scope for the implementation of the present invention.

[0024] The following various embodiments are only for illustration. Combinations can be made between various embodiments, and it is not limited to the content shown in the following single embodiment.

[0025] Please refer to Figure 1 , Figure 2 and Figure 3 , The present invention provides a collaborative construction system for high-steep rocky slope engineering prevention and ecological slope protection. The system includes four construction subsystems fixedly connected in a square shape, and two adjacent construction subsystems are mirror-image arranged. Each construction subsystem includes: Installation box 101, on which a first rotating column 102 is fixedly connected; The first flipping unit, the first flipping unit includes a first fixing column 201, the first fixing column 201 is rotatably connected to a first rotating column 102, and the first rotating column 102 drives the installation box 101 to flip around the first fixing column 201; The second flipping unit, the second flipping unit includes a first connecting arm 301, a first mounting column 302, an anchor rod mounting column 402, and an anchor rod supply box 601 containing anchor rods. One end of the first connecting arm 301 is rotatably connected to the first fixing column 201, the other end of the first connecting arm 301 is rotatably connected to the first mounting column 302, the upper end surface of the anchor rod mounting column 402 is telescopically arranged on the first mounting column 302, the rotation axis of the first connecting arm 301 is perpendicular to the rotation axis of the first rotating column 102, the central axis of the anchor rod mounting column 402 is perpendicular to the rotation axis of the first connecting arm 301, and the bottom of the anchor rod mounting column 402 is inserted into the anchor rod hole; A blind hole 403 is provided at the lower end of the anchor rod mounting column 402. The anchor rod supply box 601 is inserted into the side wall of the first mounting column 302, and the anchor rods in the anchor rod supply box 601 enter the first mounting column 302 and then fall into the anchor rod hole through the blind hole 403; When the anchor rod mounting column 402 is inserted and fixed in the anchor rod hole, the first connecting arm 301 drives the first fixing column 201, the first rotating column 102, and the installation box 101 to flip around the first mounting column 302 and the anchor rod mounting column 402.

[0026] In this embodiment, a number of anchor rod holes have been dug on the slope. First, the anchor rod mounting columns 402 on the four construction subsystems of the present invention are correspondingly inserted into the four anchor rod holes. When the present invention needs to move left and right on the slope, for example, when moving from left to right, the two anchor rod mounting columns 402 on the right are inserted and fixed in the anchor rod holes, and the two anchor rod mounting columns 402 on the left are removed from the anchor rod holes. Then, the first rotating column 102 on the right drives the installation box 101 on the right and the construction subsystem on the left to flip 180 degrees around the first fixing column 201 on the right at the same time. Then, adjust so that the corresponding anchor rod mounting columns 402 on the two flipped construction subsystems are inserted into new anchor rod holes, thereby realizing the rightward movement of the present invention. If leftward movement is needed, just make corresponding changes according to the above steps; When the present invention needs to move up and down on a slope, for example, when moving from the upper left to the lower right, the two lower anchor rod installation columns 402 are inserted into the anchor rod holes for fixation, and the two upper anchor rod installation columns 402 are removed from the anchor rod holes. Then, the first connecting arm 301 on the lower side drives the first fixing column 201, the first rotating column 102, the installation box 101 on the lower side, and the upper construction subsystem to flip 180 degrees around the first installation column 302 on the lower side. Then, adjustments are made so that the corresponding anchor rod installation columns 402 on the two flipped construction subsystems are inserted into new anchor rod holes, thereby realizing the downward movement of the present invention. If upward movement is required, the corresponding transformation can be carried out according to the above steps.

[0027] When the present invention is working, the anchor rod installation column 402 can move up, down, left, and right in the dug anchor rod holes, and the entire process can be achieved without manual assistance. The structural design is ingenious, which is convenient for the subsequent placement of anchor rods and the pouring of concrete.

[0028] Please refer to Figure 3 , the first flipping unit further includes a first bevel gear 202, a second bevel gear 203, and a first rotation power source 204; The first rotation power source 204 is not limited here, and its function is to provide rotational power, which can be an AC motor, a stepper motor, etc.; The first bevel gear 202 is fixedly connected to the first rotating column 102, the second bevel gear 203 is fixedly connected to the rotating end of the first rotation power source 204, the fixed end of the first rotation power source 204 is fixedly connected to the first installation column 302, the fixed end of the first rotation power source 204 is fixedly connected to the first fixing column 201, the first bevel gear 202 and the second bevel gear 203 remain meshed, and the first rotation power source 204 provides the rotational power for the first bevel gear 202 and the second bevel gear 203.

[0029] In this embodiment, when the present invention needs to move left and right on a slope, for example, when moving from left to right, the anchor rod installation columns 402 on the two construction subsystems on the right side are inserted into the anchor rod holes for fixation, and the anchor rod installation columns 402 on the two construction subsystems on the left side are removed from the anchor rod holes. Then, the first rotation power source 204 on the right side rotates, drives the first bevel gear 202 to rotate through the second bevel gear 203, and thus drives the first rotating column 102 to flip the installation box 101 on the right side and the construction subsystem on the left side 180 degrees around the first fixing column 201. Then, adjustments are made so that the anchor rod installation columns 402 on the two flipped construction subsystems are correspondingly inserted into new anchor rod holes, thereby realizing the rightward movement of the present invention. If leftward movement is required, the corresponding transformation can be carried out according to the above steps. Through the setting of the first rotation power source 204, the present invention can realize the left - right flipping between construction subsystems, and the structural design is ingenious.

[0030] Please refer to Figure 1 andFigure 2 , the second flipping power source further includes a second rotating power source 303, a third rotating power source 304, a first gear 305, a second gear 306, and a first rotating shaft 307; The second rotating power source 303 and the third rotating power source 304 are not limited here. Their function is to provide rotating power, which can be an AC motor, a stepper motor, etc.; The rotating end of the second rotating power source 303 is fixedly connected to the connection point between the first connecting arm 301 and the first fixing column 201; The first rotating shaft 307 is fixedly connected to the first connecting arm 301. The first rotating shaft 307 drives the rotation between the first connecting arm 301 and the first mounting column 302. One end of the first rotating shaft 307 extending out of the first connecting arm 301 is fixedly connected with a first gear 305. The third rotating power source 304 is fixedly connected to the first mounting column 302. The rotation axis of the third rotating power source 304 is parallel to the rotation axis of the first rotating shaft 307. The rotating end of the third rotating power source 304 is rotatably connected to the second gear 306, and the first gear 305 and the second gear 306 are kept meshing.

[0031] In this embodiment, when the present invention needs to move up and down on the slope, for example, when moving from top to bottom, the anchor rod mounting columns 402 on the two lower construction subsystems are inserted into the anchor rod holes for fixation, and the anchor rod mounting columns 402 on the two upper construction subsystems are removed from the anchor rod holes. Then, the third rotating power source 304 on the lower side rotates to make the second gear 306 drive the first gear 305 to rotate, so that the first connecting arm 301 drives the lower first fixing column 201, the first rotating column 102, the installation box 101 and the upper construction subsystem to flip 180 degrees around the lower first mounting column 302. Then, adjust so that the anchor rod mounting columns 402 on the two flipped construction subsystems are correspondingly inserted into the new anchor rod holes, thus realizing the downward movement of the present invention. If it is necessary to move upward, just change correspondingly according to the above steps. The invention can realize the up and down flipping between the construction subsystems through the setting of the third rotating power source 304, and the structural design is ingenious.

[0032] Please refer to Figure 4 , the second flipping unit further includes a first telescopic power source 401; The first telescopic power source 401 is not limited here. Its function is to provide telescopic power, which can be a cylinder, a hydraulic cylinder, etc.; The fixed end of the first telescopic power source 401 is fixedly connected to the first mounting column 302, and the extending end of the first telescopic power source 401 is fixedly connected to the upper end face of the anchor rod mounting column 402, and the telescopic direction of the first telescopic power source 401 coincides with the central axis of the anchor rod mounting column 402.

[0033] In this embodiment, when the anchor rod installation column 402 is inserted into the anchor rod hole, first, the second telescopic power source 602 and the third telescopic power source 701 rotate and adjust so that the central axis of the first installation column 302 rotates to coincide with the central axis of the anchor rod hole to be inserted. Then, the first telescopic power source 401 extends to insert the anchor rod installation column 402 into the anchor rod hole and waits for subsequent operations. Since the slope of the slope changes with the terrain, the angles at which the anchor rod holes extend out of the slope surface are different. However, the present invention can automatically adjust the position inserted into the anchor rod hole according to the slope of the slope, so as to ensure that it can be accurately inserted into the anchor rod hole each time.

[0034] Please refer to Figure 5 and Figure 6 , each of the construction subsystems further includes a first circular column 501 and a plurality of fixing units for fixing the anchor rod installation column 402 in the anchor rod hole; The central axis of the first circular column 501 is consistent with the central axis of the anchor rod installation column 402, and the plurality of fixing units are arranged between the first circular column 501 and the anchor rod installation column 402 at equal radian intervals with respect to the central axis of the first circular column 501; Each of the fixing units includes a pressing block 502, a first spring 503, a connecting block 504, and a sliding block 507; The lower end surface of the connecting block 504 is fixedly connected to the upper end surface of the first circular column 501. The outer diameter of the first circular column 501 is the same as the outer diameter of the anchor rod installation column 402. The outer diameter of the first circular column 501 is smaller than the diameter of the anchor rod hole. The upper end of the connecting block 504 passes through the lower end surface of the anchor rod installation column 402. The sliding block 507 is fixedly connected to the upper end of the connecting block 504. The connecting block 504 slides up and down in the anchor rod installation column 402 through the sliding block 507, and the sliding block 507 does not slide out of the anchor rod installation column 402. A first inclined surface 505 is provided on the upper end surface of the connecting block 504; The pressing block 502 is slidably installed on the side wall of the anchor rod installation column 402. The sliding direction of the pressing block 502 is parallel to the radial direction of the blind hole 403. The first spring 503 is fixedly connected between the pressing block 502 and the anchor rod installation column 402. A second inclined surface 506 is provided on the lower end surface of the pressing block 502. The second inclined surface 506 is parallel to the first inclined surface 505 and is in contact with and slides on the first inclined surface 505. The connecting block 504 drives the pressing block 502 to press against the inner wall of the anchor rod hole through the first inclined surface 505.

[0035] In this embodiment, after the anchor rod installation column 402 is inserted into the anchor rod hole under the extension of the first telescopic power source 401, first, the lower end surface of the first circular column 501 will contact the lower end surface of the anchor rod hole. Then, the first telescopic power source 401 continues to extend, and the first circular column 501 remains stationary. The pressing block 502 slides through contact with the first inclined surface 505 via the second inclined surface 506, causing the pressing block 502 to move out of the side wall of the anchor rod installation column 402. At the same time, the anchor rod installation column 402 continues to move downward until it stops when the outer side wall of the pressing block 502 presses and fixes against the side wall of the anchor rod hole. The present invention can immediately fix the anchor rod installation column 402 in the anchor rod hole after inserting the anchor rod installation column 402 into the anchor rod hole. The structural design is reasonable, facilitating the subsequent placement of the anchor rod and the stability of the anchor rod during concrete pouring.

[0036] Please refer to Figure 4 and Figure 5 A first sliding groove 508 is formed in the side wall of the anchor rod installation column 402. The guiding direction of the first sliding groove 508 is parallel to the sliding direction of the pressing block 502, and the pressing block 502 is slidably connected to the first sliding groove 508; A second sliding groove 509 is formed in the bottom wall of the anchor rod installation column 402. The guiding direction of the second sliding groove 509 is parallel to the axis of the anchor rod installation column 402. The connecting block 504 is slidably connected to the second sliding groove 509, and the second sliding groove 509 communicates with the first sliding groove 508.

[0037] In this embodiment, after the anchor rod installation column 402 is inserted into the anchor rod hole under the extension of the first telescopic power source 401, first, the lower end surface of the first circular column 501 will contact the lower end surface of the anchor rod hole. Then, the first telescopic power source 401 continues to extend, and the first circular column 501 remains stationary. The connecting block 504 extends into the anchor rod installation column 402 through the first sliding groove 508 until the first inclined surface 505 on the connecting block 504 fits against the second inclined surface 506 on the pressing block 502. Then, the connecting block 504 continues to extend under the action of the first telescopic power source 401, and the pressing block 502 is squeezed by the connecting block 504 and slides out of the side wall of the anchor rod installation column 402 along the second sliding groove 509. The pressing block 502 slides out until its outer side wall presses and fixes against the side wall of the anchor rod hole and then stops. Through the communication setting of the first sliding groove 508 and the second sliding groove 509, the present invention can immediately fix the anchor rod installation column 402 in the anchor rod hole by the connecting block 504 squeezing the pressing block 502 to press the side wall of the anchor rod hole after inserting the anchor rod installation column 402 into the anchor rod hole. The structural design is reasonable, facilitating the subsequent placement of the anchor rod and the stability of the anchor rod during concrete pouring.

[0038] Please refer to Figure 4 、 Figure 5 and Figure 7, each of the construction subsystems further includes an anchor supply box 601 equipped with bolts, a second telescopic power source 602, and a first pressing plate 603; The second flipping unit further includes a second telescopic power source 602 and a first pressing plate 603; An installation hole 404 is formed in the side wall of the bolt installation column 402, the installation hole 404 communicates with the blind hole 403, a second opening 604 is formed in the side wall of one side of the anchor supply box 601, and the second opening 604 side of the anchor supply box 601 is inserted into the installation hole 404; The second telescopic power source 602 is not limited herein, and its function is to provide telescopic power, which can be a cylinder, a hydraulic cylinder, etc.; The second telescopic power source 602 is arranged on the bolt installation column 402, the telescopic direction of the second telescopic power source 602 is parallel to the central axis direction of the bolt installation column 402, and the extending end of the second telescopic power source 602 is fixedly connected with a first pressing plate 603. The first pressing plate 603 is arranged in the installation hole 404, and the first pressing plate 603 presses and fixes the anchor supply box 601 inserted into the bolt installation column 402.

[0039] In this embodiment, when starting to work, the second opening 604 side of the anchor supply box 601 is inserted into the installation hole 404, and then the second telescopic power source 602 presses and fixes the first pressing plate 603 in the installation hole 404. The present invention can insert anchor supply boxes 601 of different heights. Since anchor supply boxes 601 of different heights can be filled with bolts of different heights, the present invention can insert bolts of different heights corresponding to bolt holes of different heights.

[0040] Please refer to Figure 5 , Figure 7 and Figure 8 , the second flipping unit further includes a second spring 605 and a pushing plate 606; One end of a second spring 605 is fixedly connected to the inner side wall of the anchor supply box 601 away from the second opening 604, and the other end of the second spring 605 is fixedly connected to the pushing plate 606. The pushing plate 606 is pushed in the direction of the second opening 604 under the action of the second spring 605; A number of bolts are linearly arranged in the anchor supply box 601 along the pushing direction of the pushing plate 606. When the second opening 604 side of the anchor supply box 601 is inserted into the installation hole 404, the bolts in the anchor supply box 601 move into the bolt installation column 402 under the pushing of the pushing plate 606.

[0041] In this embodiment, after the anchor supply box 601 equipped with anchor rods is correspondingly inserted into the anchor rod installation column 402 and fixed, the second spring 605 is compressed during installation because the installed anchor rods are arranged in a linear array along the pushing direction of the pushing plate 606. After installation, the second spring 605 is reset to push the pushing plate 606 to move toward the second opening 604, so that the anchor rods close to the anchor rod installation column 402 are pushed into the inside of the anchor rod installation column 402 to wait for subsequent operations. The present invention can automatically send the anchor rods into the anchor rod installation column 402 one by one through the provision of the second spring 605, and the degree of automation is high.

[0042] See also Figure 8 and Figure 9 , the second flip unit also includes a third telescopic power source 701 and a plurality of limiting protrusions 702; The third telescopic power source 701 is not limited here, and its function is to provide telescopic power, and it can be a cylinder, a hydraulic cylinder, etc.; The diameter of the blind hole 403 is the same as the inner diameter of the first circular column 501, and the diameter of the blind hole 403 is larger than the outer diameter of the anchor rod. The third telescopic power source 701 is arranged in the anchor rod mounting column 402, and the telescopic direction of the third telescopic power source 701 coincides with the central axis of the anchor rod mounting column 402. The limiting protrusion 702 is arranged on the inner side wall of the anchor rod mounting column 402, and a plurality of the limiting protrusions 702 are arranged in an arc array along the central axis of the anchor rod mounting column 402, and a plurality of the limiting protrusions 702 are arranged below the mounting hole 404; The limiting protrusion 702 is an elastic part made of rubber. The anchor rod pushed into the anchor rod mounting column 402 by the pushing plate 606 is blocked by the limiting protrusion 702. When blocked, the overlapping distance between the limiting protrusion 702 and the anchor rod is 1 to 2 mm. The third telescopic power source 701 pushes the anchor rod to open the limiting protrusion 702. The third telescopic power source 701 pushes the anchor rod to the bottom of the limiting protrusion 702.

[0043] The limiting protrusion is not limited here. Its function is to provide support force for the anchor rod when the anchor rod is not under stress, and not to provide support force for the anchor rod when the anchor rod is under stress. It can be a combination of a spring and a limiting block, etc. In this embodiment, after the anchor rod installation column 402 is inserted into the anchor rod hole and fixed, the anchor rod in the anchor rod supply box 601 close to the anchor rod installation column 402 is pushed into the anchor rod installation column 402, and its lower end is blocked by the limit bump 702. The other anchor rods in the anchor rod supply box 601 are blocked inside the anchor rod supply box 601. Then, the third telescopic power source 701 pushes the anchor rod downward until the upper end face of the anchor rod is lower than the lower end face of the limit bump 702, and then the anchor rod falls to the bottom of the first circular column 501. The third telescopic rod retracts to the initial position. Then, the next anchor rod in the anchor rod supply box 601 is pushed into the anchor rod installation column 402, and the lower end is blocked by the limit bump 702. After the anchor rod installation column 402 is inserted into the next anchor rod hole and fixed, the above operation is repeated. Through the cooperation of the limit bump 702 and the second spring 605, the present invention can control the anchor rod to stay in the anchor rod installation column 402 temporarily, so as to save the time for installing the anchor rod and have high working efficiency.

[0044] Please refer to Figure 2 , each of the construction subsystems further includes a concrete storage tank 801 and a pipe 802 for pouring concrete; The concrete storage tank 801 is fixedly connected to the installation box 101. One end of the pipe 802 communicates with the concrete storage tank 801, and the other end of the pipe 802 passes through the side wall of the anchor rod installation column 402 and communicates with the blind hole 403. The pipe 802 pours concrete on the anchor rod that has fallen into the anchor rod hole.

[0045] In this embodiment, after the anchor rod installation column 402 extends into the anchor rod hole and is fixed, the anchor rod falls to the bottom of the first circular column 501 through the anchor rod installation column 402. The concrete storage tank 801 stirs the concrete inside. Then, one end of the pipe 802 extracts the stirred concrete from the concrete storage tank 801, and the other end sends it to the corresponding position of the anchor rod at the bottom of the first circular column 501 for concrete pouring. The present invention can pour the anchor rod immediately after it is placed in the anchor rod hole, with high coordination before and after. The above embodiments are only illustrative of the principles and effects of the present invention, and are not used to limit the present invention. Any person familiar with this technology can modify or change the above embodiments without departing from the spirit and scope of the present invention. Therefore, all equivalent modifications or changes completed by those with ordinary knowledge in the technical field without departing from the spirit and technical idea disclosed by the present invention should still be covered by the claims of the present invention.

Claims

1. A high and steep rock slope engineering prevention and control and ecological slope protection coordinated construction system, characterized in that: The system comprises four construction subsystems connected in a shape of a triangle, and two adjacent construction subsystems are arranged in a mirror image. Each of the construction subsystems comprises: An installation box, to which a first rotating column is fixedly connected; A first flip unit, the first flip unit includes a first fixed column, the first fixed column is rotatably connected to a first rotating column, and the first rotating column drives the installation box to flip around the first fixed column; A second flip unit, the second flip unit includes a first connecting arm, a first mounting column, an anchor rod mounting column and an anchor rod supply box equipped with anchor rods, one end of the first connecting arm is rotatably connected to the first fixing column, the other end of the first connecting arm is rotatably connected to the first mounting column, the upper end surface of the anchor rod mounting column is telescopically arranged on the first mounting column, the rotation axis of the first connecting arm is perpendicularly arranged to the rotation axis of the first rotating column, the central axis of the anchor rod mounting column is perpendicularly arranged to the rotation axis of the first connecting arm, and the bottom of the anchor rod mounting column is inserted into the anchor rod hole; A blind hole is provided at the lower end of the anchor rod installation column, the anchor rod supply box is inserted into the side wall of the first installation column, and the anchor rods in the anchor rod supply box enter the first installation column and fall into the anchor rod hole through the blind hole; When the anchor rod installation column is inserted into the anchor rod hole and fixed, the first connecting arm drives the first fixing column, the first rotating column and the installation box to flip around the first installation column and the anchor rod installation column.

2. A high and steep rock slope engineering prevention and control and ecological slope protection coordinated construction system according to claim 1, characterized in that: The first flip unit also includes a first bevel gear, a second bevel gear and a first rotation power source; The first bevel gear is fixedly connected to the first rotating column, the second bevel gear is fixedly connected to the rotating end of the first rotating power source, the fixed end of the first rotating power source is fixedly connected to the first mounting column, the first bevel gear and the second bevel gear remain meshed, and the first rotating power source provides rotational power to the first bevel gear and the second bevel gear.

3. The high and steep rock slope engineering prevention and control and ecological slope protection coordinated construction system according to claim 1 is characterized by: The second turning power source also includes a second rotating power source, a third rotating power source, a first gear, a second gear, and a first rotating shaft; The rotating end of the second rotating power source is fixedly connected to the connection between the first connecting arm and the first fixing column; The first rotating shaft is fixedly connected to the first connecting arm, and the first rotating shaft drives the rotation between the first connecting arm and the first mounting column. One end of the first rotating shaft extending out of the first connecting arm is fixedly connected to the first gear. The third rotating power source is fixedly connected to the first mounting column. The rotation axis of the third rotating power source is arranged parallel to the rotation axis of the first rotating shaft. The rotating end of the third rotating power source is rotationally connected to the second gear, and the first gear and the second gear remain meshed.

4. A high and steep rock slope engineering prevention and control and ecological slope protection coordinated construction system according to claim 1, characterized in that: The second flip unit also includes a first telescopic power source; The fixed end of the first telescopic power source is fixedly connected to the first mounting column, the extended end of the first telescopic power source is fixedly connected to the upper end surface of the anchor mounting column, and the telescopic direction of the first telescopic power source coincides with the central axis of the anchor mounting column.

5. The high and steep rock slope engineering prevention and control and ecological slope protection coordinated construction system according to claim 1 is characterized by: Each of the construction subsystems also includes a first annular column and a plurality of fixing units for fixing the anchor bolt installation column in the anchor bolt hole; The central axis of the first circular column is consistent with the central axis of the anchor rod installation column, and the plurality of fixing units are arranged between the first circular column and the anchor rod installation column with equal arcs to the central axis of the first circular column; Each of the fixing units includes a pressing block, a first spring and a connecting block; The lower end face of the connecting block is fixedly connected to the upper end face of the first circular column, the outer diameter of the first circular column is the same as the outer diameter of the anchor rod mounting column, the outer diameter of the first circular column is smaller than the diameter of the anchor rod hole, the upper end of the connecting block passes through the lower end face of the anchor rod mounting column, and the upper end of the connecting block slides up and down in the anchor rod mounting column, and the upper end face of the connecting block is provided with a first inclined surface; The pressing block is slidably installed on the side wall of the anchor rod mounting column, and the sliding direction of the pressing block is parallel to the radial direction of the blind hole. The first spring is fixed between the pressing block and the anchor rod mounting column. The lower end surface of the pressing block is provided with a second inclined surface, and the second inclined surface is parallel to the first inclined surface, and the second inclined surface contacts and slides with the first inclined surface. The connecting block drives the pressing block to press on the inner wall of the anchor rod hole through the first inclined surface.

6. A high and steep rock slope engineering prevention and control and ecological slope protection coordinated construction system according to claim 5, characterized in that: A first sliding groove is provided on the side wall of the anchor rod mounting column, the guiding direction of the first sliding groove is parallel to the sliding direction of the pressing block, and the pressing block is slidably connected to the first sliding groove; The bottom wall of the anchor rod installation column is provided with a second slide groove, the guiding direction of the second slide groove is parallel to the axis of the anchor rod installation column, the connecting block is slidably connected to the second slide groove, and the second slide groove is connected to the first slide groove.

7. The high and steep rock slope engineering prevention and control and ecological slope protection coordinated construction system according to claim 1 is characterized by: The second flip unit also includes a second telescopic power source and a first pressing plate; A mounting hole is formed on the side wall of the anchor rod mounting column, the mounting hole is connected to the blind hole, a second opening is formed on the side wall of one side of the anchor rod supply box, and the second opening side of the anchor rod supply box is inserted into the mounting hole; The second telescopic power source is arranged on the anchor rod mounting column, the telescopic direction of the second telescopic power source is arranged parallel to the direction of the central axis of the anchor rod mounting column, and the protruding end of the second telescopic power source is fixedly connected with a first pressure plate, and the first pressure plate is arranged in the mounting hole, and the first pressure plate presses and fixes the anchor rod supply box inserted into the anchor rod mounting column.

8. A high and steep rock slope engineering prevention and control and ecological slope protection coordinated construction system according to claim 7, characterized in that: The second flip unit also includes a second spring and a pushing plate; One end of a second spring is fixedly connected to the inner side wall of the anchor supply box away from the second opening, and the other end of the second spring is fixedly connected to a pushing plate, and the pushing plate is pushed toward the second opening under the action of the second spring; The anchor supply box has a plurality of anchors in a linear array along the pushing direction of the pushing plate. When the second opening side of the anchor supply box is inserted into the mounting hole, the anchors in the anchor supply box move into the anchor mounting column under the push of the pushing plate.

9. A high and steep rock slope engineering prevention and control and ecological slope protection coordinated construction system according to claim 8, characterized in that: The second flip unit also includes a third telescopic power source and a plurality of limiting protrusions; The diameter of the blind hole is the same as the inner diameter of the first annular column, the diameter of the blind hole is larger than the outer diameter of the anchor rod, the third telescopic power source is arranged in the anchor rod mounting column, and the telescopic direction of the third telescopic power source coincides with the central axis of the anchor rod mounting column, the limiting protrusion is arranged on the inner side wall of the anchor rod mounting column, a plurality of the limiting protrusions are arranged in an arc shape along the central axis of the anchor rod mounting column, and a plurality of the limiting protrusions are arranged below the mounting hole; The limiting protrusion is an elastic member, the anchor rod pushed into the anchor rod installation column by the pushing plate is blocked by the limiting protrusion, the third telescopic power source pushes the anchor rod to open the limiting protrusion, and the third telescopic power source pushes the anchor rod to the bottom of the limiting protrusion.

10. The high and steep rock slope engineering prevention and control and ecological slope protection coordinated construction system according to claim 1 is characterized by: Each of the construction subsystems also includes a concrete storage tank and a pipeline for pouring concrete; The concrete storage box is fixed on the installation box, one end of the pipe is connected to the concrete storage box, and the other end of the pipe passes through the side wall of the anchor rod installation column and is connected to the blind hole. The pipe is used to pour concrete for the anchor rod dropped into the anchor rod hole.

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