Automatic pouring equipment for cast-in-place concrete slope protection and grid ecological slope protection
Through integrated automated pouring equipment, efficient, safe and quality-controllable slope protection construction in water conservancy projects has been achieved, solving the problems of low efficiency, difficulty in quality control and major safety hazards in traditional construction, and realizing the equipment's versatility and cost reduction.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- JIANGXI ACAD OF WATER RESOURCES (JIANGXI PROVINCE DAM SAFETY MANAGEMENT CENT JIANGXI PROVINCE WATER RESOURCES MANAGEMENT CENT)
- Filing Date
- 2026-04-29
- Publication Date
- 2026-06-12
AI Technical Summary
Existing water conservancy projects face problems such as low construction efficiency, difficulty in quality control, and significant safety hazards in slope protection construction. Traditional construction methods rely on manual operation, with each process being independent and poorly connected, resulting in high project costs.
An integrated automated pouring equipment was designed, including a truck, a mobile platform, a hoisting device, a winch, a pouring system, and a mold track system. It enables the simultaneous completion of processes such as transportation, formwork support, pouring, vibration, smoothing, and stamping. The mold track system, which uses multi-stage damping hinges and telescopic master-slave tracks, enables the equipment to be quickly deployed and retracted and adaptable to multiple uses.
It significantly improves construction efficiency, reduces reliance on manual labor, ensures consistency in concrete thickness, flatness, and strength, reduces project costs, enhances construction safety and aesthetics, and solves the quality fluctuations and safety hazards present in traditional construction.
Smart Images
Figure CN122190254A_ABST
Abstract
Description
Technical Field
[0001] This invention relates to the field of water conservancy engineering technology, specifically to an automated pouring equipment for cast-in-place concrete slope protection and grid ecological slope protection. Background Technology
[0002] Currently, integrated automated and unified construction equipment is lacking in existing water conservancy project slope protection construction. The construction methods for cast-in-place concrete slope protection and grid ecological slope protection remain relatively traditional. The specific process involves: transporting materials and equipment to the site, manual material handling, formwork erection, concrete mixer trucks pouring concrete, compaction using vibrators, smoothing and finishing, demolding after initial setting, and then intermittent pouring. Each step in the entire construction process is relatively independent, with poor coordination and cooperation between trades, heavily reliant on manual operation. Labor costs are conservatively estimated to account for over 50% of the project cost. Furthermore, traditional construction methods have the following prominent problems: Quality is difficult to control: the thickness, flatness and strength of the concrete are inconsistent, it depends on the skill of the workers, and the quality fluctuates greatly; Low efficiency and long construction period: The average pouring volume per person for all trades is less than 3 cubic meters per day, and the mesh ecological slope protection is less than 1 cubic meter, resulting in low construction efficiency. There are safety hazards: the surface of the cast-in-place concrete slope is relatively smooth, which can easily cause people or livestock to slip and fall, or even roll into the river. Summary of the Invention
[0003] To address the shortcomings of existing technologies, this invention provides an automated pouring equipment for cast-in-place concrete slope protection and grid ecological slope protection, aiming to solve the problems in the background technology.
[0004] To achieve the above objectives, the present invention provides the following technical solution: an automated pouring equipment for cast-in-place concrete slope protection and grid ecological slope protection, comprising: A construction truck; Truck rails are fixedly installed inside the truck bed; A mobile platform set on and movable along the truck track; A hoisting device installed on the mobile platform or the truck; The winch installed on the mobile platform and the winch motor connected to its drive; A pouring system comprising a feed hopper, a pouring platform located below the feed hopper, a vibrator fixed on the pouring platform, and an embossing wheel disposed on the pouring platform for forming anti-slip textures on the concrete surface. A mold track system detachably connected to the mobile platform, the mold track system comprising foldable tracks that can be folded and stored inside the truck; The automated pouring equipment is configured such that the mold track system can be taken out of the truck and laid out on the slope, the pouring system can be lifted by the hoisting device to the starting end of the mold track system, the winch pulls the pouring system along the mold track system by steel wire rope, and performs concrete pouring, vibration, smoothing and stamping operations synchronously or sequentially during the movement.
[0005] Furthermore, the mobile platform is equipped with a platform translation drive shaft and a drive shaft motor connected thereto, for driving the mobile platform to move on the truck track; the mobile platform is also equipped with a cable reel, on which a power cable for supplying power to the vibrator is wound.
[0006] Furthermore, the pouring system also includes a discharge port switch plate movably installed at the discharge port of the feed hopper, a switch lever connected to the discharge port switch plate, a discharge port control plate fixed at the discharge port below the feed hopper, a track cleaning scraper fixed at the bottom of the pouring platform, and a pouring platform traction hole provided at the front end of the pouring platform for connection with the wire rope.
[0007] Furthermore, the mold track system also includes a telescopic beam and an adjusting arm. One end of the adjusting arm is hinged to the telescopic end of the telescopic beam, and the other end is hinged to the back of the folding track. The adjusting arm is provided with an adjusting arm spacing rod for maintaining the spacing.
[0008] Furthermore, the mold track system is a concrete slope protection mold track system for concrete slope protection, including: a cast-in-place mold track laid on the slope surface, a cast-in-place terminal expansion main track connected to the end of the cast-in-place mold track and a cast-in-place terminal expansion sub-track slidably connected inside it, a cast-in-place mold buckle welded to the upper part of the cast-in-place mold track, and an expansion joint steel plate fastened by the cast-in-place mold buckle, wherein the expansion joint steel plate is used to clamp PVC expansion joints.
[0009] Furthermore, the mold track system is a grid ecological slope protection mold track system for grid ecological slope protection, including: a grid mold track laid on the slope surface, a grid terminal telescopic main track connected to the end of the grid mold track and a grid terminal telescopic sub-track slidably connected inside it, a grid mold fastened to the grid mold welded to the grid mold track through a snap-fit hole, and an adjustment block mold placed on the grid terminal telescopic sub-track.
[0010] Furthermore, the various track segments of the folding track are sequentially folded and connected by primary damping hinges, secondary damping hinges, and tertiary damping hinges, and then locked and fixed by fastening screws.
[0011] Furthermore, the winch motor drives the winch to rotate via a coaxial connecting rod gear and a coaxial connecting rod of the winch, and the wire rope wound up and unwound by the winch passes over the pulley installed on the pulley pressing arm and is connected to the pouring system.
[0012] Furthermore, the hoisting device includes a first hoisting arm and a second hoisting arm hinged at opposite ends of the mobile platform, used for hoisting the mold track system and the casting system.
[0013] Furthermore, in the pouring system, the feed hopper and the pouring platform are fixedly connected by a bracket, the vibrator is fixed on the vibrating plate, and the vibrating plate is connected to the lower two sides of the feed hopper.
[0014] Compared with existing technologies, the present invention has the following advantages:
[0015] (1) This invention integrates the entire process of transportation, formwork, pouring, vibration, smoothing, stamping, demolding, and relocation into a single engineering truck. All core equipment and the mold track system can be stored in the truck bed and transported with the truck. During construction, the mold track system is laid out on the slope, and the pouring system is hoisted into place and then pulled along the track by a winch to simultaneously complete the pouring, vibration, smoothing, and stamping operations. After pouring is completed, the mold track system can be folded and stored and transported with the truck to the next construction location. This integrated closed-loop design completely changes the traditional construction mode where each process is independent and the work is poorly connected. It significantly reduces reliance on manual labor and frequent equipment transfer, thus increasing construction efficiency several times over and shortening the construction period significantly. At the same time, the full-process mechanization ensures a high degree of consistency in concrete thickness, flatness, and strength, effectively solving the industry pain point of large quality fluctuations.
[0016] (2) This invention provides a pouring platform with multiple functions. The pouring platform integrates a feeding hopper, a vibrator, a stamping wheel, and a track cleaning scraper. During the traction and movement of the winch, the discharge port control plate precisely controls the thickness of the concrete distribution, the vibrator simultaneously vibrates and vents air, the bottom of the pouring platform is smoothed to form the concrete surface, and the stamping wheel forms anti-slip textures or decorative patterns simultaneously by its own weight. The simultaneous operation of multiple processes eliminates local unevenness and residual air bubbles on the slope, significantly improves the density and surface uniformity of the concrete, and makes the slope protection structure more stable and durable. At the same time, the anti-slip texture formed by the stamping wheel effectively avoids the risk of people or livestock slipping due to the smooth slope, and improves the safety and aesthetics of the water conservancy project slope protection.
[0017] (3) This invention adopts a folding mold track system that combines multi-level damping hinges with telescopic master and slave tracks. The track segments are connected by first-level, second-level, and third-level damping hinges in sequence and can be stored in the telescopic master track, realizing rapid deployment and compact storage of long-distance tracks. With the interval construction process, the equipment uses the already poured slope protection blocks as subsequent track supports, eliminating the need for repeated formwork. This folding and storage method not only significantly reduces the manual labor intensity of track handling and disassembly, but also makes it possible to carry out cyclical operations of alternating interval pouring of the construction surface, significantly improving the efficiency of equipment transfer and site adaptability. At the same time, it is compatible with both cast-in-place concrete slope protection and grid ecological slope protection construction scenarios, making it a multi-purpose machine and reducing the investment cost of engineering equipment. Attached Figure Description
[0018] Figure 1 This is a schematic diagram of the overall structure of the present invention; Figure 2 These are elevation views of the traction platform and transportation system, the pouring system, and the mold track system; Figure 3 This is a schematic diagram of the traction platform and transportation system structure; Figure 4 This is a schematic diagram of the casting system structure; Figure 5 This is a magnified view of a portion of the pouring system; Figure 6 This is a schematic diagram of the track system for cast-in-place concrete slope protection molds; Figure 7 This is a schematic diagram of the hinge and expansion joint steel plate structure of the cast-in-place concrete slope protection mold track system. Figure 8 It is a diagram of the expansion joint and its cross-section in the cast-in-place concrete slope protection mold track system. Figure 9 This is a schematic diagram of the track for a cast-in-place concrete grid ecological slope protection mold.
[0019] In the diagram: 1. Traction platform and transportation system; 2. Pouring system; 3. Mold track system; 4. Moving platform; 5. Upper hydraulic robotic arm; 6. Lower hydraulic robotic arm; 7. Platform track rollers; 8. Pulley pressing arm; 9. Adjusting arm; 10. Truck track; 11. Platform translation drive shaft; 12. Drive shaft motor; 13. Winding reel; 14. Winch motor; 15. Coaxial connecting rod gear; 16. Coaxial connecting rod of robotic arm; 17. Winch; 18. Wire rope; 19. Coaxial connecting rod of winch; 20. Adjusting arm spacing rod; 21. Pulley; 22. Power cord; 23. Feed hopper; 24. Support frame; 25. Embossing wheel; 26. Steel rear wheel of pouring platform; 27. Vibrator; 28. Switch lever; 29. Track cleaning scraper; 30. 31. Expansion joint steel plate; 32. Pouring platform; 33. Pouring platform steel front wheel; 34. Cast-in-place mold track; 35. Vibrating plate; 36. Discharge port switch plate; 37. Discharge port control plate; 38. Fastening screw; 39. PVC expansion joint; 40. Grid mold; 41. Adjusting block mold; 42. Grid mold track; 43. Grid terminal expansion sub-track; 44. Cast-in-place mold buckle; 45. Primary damping hinge; 46. Secondary damping hinge; 47. Tertiary damping hinge; 48. Cast-in-place terminal expansion main track; 49. Cast-in-place terminal expansion sub-track; 50. Buckle hole; 51. Grid mold buckle; 52. Power cord anti-wear plate; 53. Steel wire rope hook; 54. Expansion beam; 55. Pouring platform traction hole. Detailed Implementation
[0020] like Figures 1-9 As shown, the present invention provides a technical solution: an automated pouring equipment for cast-in-place concrete slope protection and grid ecological slope protection, comprising: a traction platform and transportation system 1, a pouring system 2 set on the traction platform and transportation system 1, and a mold track system 3 detachably connected to the traction platform and transportation system 1.
[0021] The traction platform and transportation system 1 includes a new energy range-extended medium-sized truck, and two parallel truck tracks 10 are fixedly installed inside the cargo box of the new energy range-extended medium-sized truck.
[0022] A movable platform 4 is provided on the truck track 10, and at least four platform track rollers 7 are fixedly installed on the bottom of the movable platform 4, which roll in cooperation with the truck track 10.
[0023] The mobile platform 4 is provided with a platform translation drive shaft 11, one end of which is connected to a drive shaft motor 12. The drive shaft motor 12 is fixed inside the carriage and is used to drive the platform translation drive shaft 11 to move the mobile platform 4 on the truck track 10.
[0024] An upper hydraulic robotic arm 5 and a lower hydraulic robotic arm 6 are hinged to opposite ends of the mobile platform 4, and the upper hydraulic robotic arm 5 and the lower hydraulic robotic arm 6 are connected by a coaxial connecting rod 16.
[0025] The mobile platform 4 is equipped with a pulley pressing arm 8, and a pulley 21 is installed on the pulley pressing arm 8.
[0026] A winch 17 is installed on the mobile platform 4. The drum of the winch 17 is connected to the coaxial connecting rod 15 via the winch coaxial connecting rod 19. The coaxial connecting rod 15 meshes with the output end of the winch motor 14 installed on the mobile platform 4.
[0027] The mobile platform 4 is equipped with a cable reel 13, on which a power cord 22 for connecting the vibrator 27 is wound, and the end of the power cord 22 is connected to a power cord anti-wear plate 52.
[0028] A telescopic beam 54 is fixedly installed on the mobile platform 4. The front end of the telescopic beam 54 is connected to the mold track system 3 through an adjusting arm 9. An adjusting arm spacing rod 20 for positioning the spacing is provided on the adjusting arm 9.
[0029] The pouring system 2 includes a feeding hopper 23, and a pouring platform 31 is provided below the feeding hopper 23. The feeding hopper 23 and the pouring platform 31 are fixedly connected by a bracket 24.
[0030] The bottom front end of the pouring platform 31 is equipped with a steel front wheel 32, and the rear end is equipped with a steel rear wheel 26.
[0031] A discharge port switch plate 35 is movably installed at the outlet of the feed hopper 23. The discharge port switch plate 35 is connected to a switch lever 28, which extends to the side of the pouring platform 31.
[0032] A discharge control plate 36 is fixed at the discharge port below the feed hopper 23.
[0033] Two vibrating plates 34 are connected to the lower sides of the feed hopper 23, and a vibrator 27 is fixedly installed below the vibrating plates 34.
[0034] The bottom of the pouring platform 31 is equipped with a track cleaning scraper 29.
[0035] The front end of the pouring platform 31 is provided with a pouring platform traction hole 55, and an embossing wheel 25 is installed on the pouring platform 31.
[0036] The mold track system 3 is divided into two types according to different construction scenarios: one is a concrete slope protection mold track system for concrete slope protection, and the other is a grid ecological slope protection mold track system for grid ecological slope protection.
[0037] During concrete slope protection construction, the mold track system 3 is configured as a concrete slope protection mold track system, including: A cast-in-place mold track 33 is laid on the slope. The last section of the cast-in-place mold track 33 is connected to a cast-in-place terminal telescopic mother track 47. A cast-in-place terminal telescopic sub-track 48 is slidably connected inside the cast-in-place terminal telescopic mother track 47. The cast-in-place mold track 33 and the cast-in-place terminal telescopic mother track 47 are connected by a first-level damping hinge 44, a second-level damping hinge 45 and a third-level damping hinge 46 in sequence, and the hinges are locked and fixed by fastening screws 37. The upper part of the cast-in-place mold track 33 is welded with a cast-in-place mold clip 43, which is fastened to the expansion joint steel plate 30 by bolts. The expansion joint steel plate 30 clamps the PVC expansion joint 38 from below. Figure 8 The expansion joint steel plate 30 serves to fix the track spacing and provide stability, while the PVC material expansion joint inserted from the bottom is used to leave the expansion joint steel plate 30 in the concrete slope joint after it is removed.
[0038] During the construction of the grid ecological slope protection, the mold track system 3 is configured as a grid ecological slope protection mold track system, including: A grid mold track 41 is laid on the slope. The last section of the grid mold track 41 is connected to a grid terminal telescopic mother track 50. A grid terminal telescopic mother track 50 is slidably connected to a grid terminal telescopic sub-track 42 inside the grid terminal telescopic mother track 50. The grid mold track 41 and the grid terminal telescopic mother track 50 are connected by the same first-level damping hinge 44, second-level damping hinge 45 and third-level damping hinge 46 in sequence by folding. The hinges are locked and fixed by fastening screws 37. The grid mold 39 and the adjusting block mold 40 are provided. The grid mold 39 is fastened to the grid mold buckle 51 welded on the track by screws through the buckle holes 49 at both ends of its two ends; this serves to both fix the spacing of the grid mold track 41 and provide stability. An adjustment block mold 40 is placed on the telescopic sub-track 42 of the grid terminal; the number of adjustment block molds 40 is set according to the slope length; wherein, the drive shaft motor 12 drives the platform translation drive shaft 11 to rotate through gear transmission, thereby driving the mobile platform 4 to move back and forth on the truck track 10; one embodiment of the platform translation drive shaft 11 driving the mobile platform 4 to move is as follows: a movable sleeve is provided on the mobile platform 4, the movable sleeve is sleeved on the platform translation drive shaft 11, and the surface of the platform translation drive shaft 11 and the inner wall of the movable sleeve are provided with corresponding threads.
[0039] The winch motor 14 drives the winch 17 to rotate through the coaxial connecting gear 15 and the winch coaxial connecting rod 19. The winch 17 winds up and unwinds the wire rope 18. The wire rope 18 passes around the pulley 21 and hooks the traction hole 55 of the pouring platform, thereby pulling the pouring platform 31 to move along the slope. The power cord 22 provides power to the vibrator 27, and the power cord anti-wear plate 52 slides on the fixed cable as the pouring platform 31 moves.
[0040] The telescopic beam 54 is fixed on the base of the mobile platform 4, one end of the adjusting arm 9 is hinged to the telescopic end of the telescopic beam 54, and the other end is hinged to the back of the cast-in-place mold track 33. The two ends of the adjusting arm spacing rod 20 are fixedly connected to the middle of the adjusting arm 9, respectively, to maintain the parallel spacing between the two adjusting arms 9.
[0041] Example 1: Cast-in-place concrete slope protection construction in water conservancy projects, suitable for slopes with a gradient of ≤1:2, slope length ≤30 meters, designed concrete slope thickness of 10~12cm, expansion joint spacing of 2.5 meters, after the slope sand and gravel mixture and geotextile are laid, range-extended trucks carrying equipment enter the site for construction.
[0042] Construction procedure: Refer to Figures 1 to 6 , Figure 8 As shown, the equipment is deployed and the mold is calibrated. The concrete mixer truck enters the site and starts pouring from the foot of the embankment upwards from the starting pile number. After pouring one block, another block is poured at a distance of one block. This interval is maintained until the end pile number. Then, the pouring system 2 is stored away, the adjusting arm spacing rod 20 is removed, and the truck is separated from the mold track system 3. The truck is driven back to the starting pile number and the remaining interval blocks are poured using the already poured slope protection blocks (which must meet the compressive strength after seven days) as the track.
[0043] Detailed Operation: Upon arrival at the starting point, the upper hydraulic robotic arms 5 and lower hydraulic robotic arms 6 at both ends of the mobile platform 4 are deployed. All components of the hoisting mold track system 3 are unloaded. The platform 4 is moved forward and backward to a precise position via remote control drive shaft motor 12 and platform translation drive shaft 11. Laser-guided positioning is used to locate the cast-in-place terminal telescopic main track 47, cast-in-place terminal telescopic sub-track 48, and cast-in-place mold track 33. The number of tracks is selected according to the slope length. Corresponding damping hinges are used on the tracks, and the hinges are connected using fastening screws 37. The cast-in-place mold track 33 is connected to the mobile platform 4 using telescopic beams 54 and adjusting arms 9. The spacing between them is determined by adjusting arm spacing rods 20 and secured with screws. The expansion joint steel plate 30 is first inserted into the middle of the PVC expansion joint 38. Then, the expansion joint steel plate 30 and the cast-in-place mold clips 43 welded to the track are secured with screws. Multiple PVC expansion joints 38 are inserted under the cast-in-place mold tracks 33 on both sides, serving as vertical expansion joints on the slope. After the mold track system 3 is installed, the pouring system 2 is hoisted into place. The steel wire rope hook 53 hooks the traction hole 55 of the pouring platform and lifts it to the track. The steel wire rope 18 pulls it down to the foot of the slope. Then the concrete mixer truck delivers concrete to the feed hopper 23. Pull the switch lever 28 to start pouring. The winch motor 14 is turned on remotely to pull the pouring platform 31 forward. At the same time, the vibrator 27 is turned on to vibrate the concrete. The discharge port control plate 36 discharges a thickness 1.5cm higher than the design thickness. After vibration and smoothing, the design thickness is achieved. The embossing wheel 25 embosses by its own weight, and the track cleaning scraper 29 cleans up the overflowing concrete by its own weight. After pouring to the top of the slope, shut off the vibrator 27 and winch motor 14, pull down the switch lever 28 to close the discharge port, and remotely control the upper hydraulic robotic arm 5 and lower hydraulic robotic arm 6 at both ends to lift the pouring platform 31 into the vehicle. Then pull the wire rope hook 53 to hook the end track hole of the in-situ pouring terminal telescopic sub-rail 48 at the foot of the slope. With the help of manual labor, lift it into the in-situ pouring terminal telescopic main rail 47, and then fold it onto the rail through the first-level damping hinge 44. Secure it with the template, and then hook the end track hole with the wire rope hook 53 again. Fold it onto the next rail through the second-level damping hinge 45. After folding in this way, pull the wire rope hook 53 to hook the end track hole again to lift the folded and stored rail into the air, with an angle of about 45 degrees from the horizontal ground. o Drive forward 2.5 meters to begin pouring the next section of slope protection. The lifting equipment lowers the folded track assembly to the slope surface, which is then manually unfolded. Laser positioning of the cast-in-place mold track 33 is used, and the remote-controlled moving platform 4 is positioned precisely. The pouring platform 31 is then lifted out of the vehicle. The pouring operation and folding / retraction process are repeated until the final pile number is reached. The adjusting arm spacing rod 20 is removed, detaching the mold track system 3. The track system remains at the final pile number. The vehicle then returns to the starting pile number, using the already poured slope protection blocks (which must meet the compressive strength requirement after seven days) as tracks. Transverse PVC expansion joints 38 and PVC drainage holes are installed, and the remaining spacer blocks are poured.
[0044] Example 2: Used for cast-in-place concrete grid ecological slope protection construction, suitable for slopes with a gradient ≤ 1:2 and a slope length ≤ 24 meters.
[0045] Construction procedure: Refer to Figures 1 to 5 , Figure 7 , Figure 9 As shown, the procedure is the same as in Example 1.
[0046] Detailed Operation: Upon the truck's arrival at the starting pile, the unfolding, formwork erection, pouring, storage, and transportation are all the same as in Example 1. The difference lies in the mold track system 3. The grid mold track 41 has two sets of grid molds 39 installed on each level of the track. The mold clip holes 49 are fastened to the grid mold clips 51 welded to the track with screws, ensuring seamless installation. Adjustment block molds 40 are placed on the grid terminal telescopic sub-track 42 and the grid terminal telescopic main track 50 according to the slope length. After pouring, the adjustment block molds 40 must be removed, the grid terminal telescopic sub-track 42 is then folded back into the grid terminal telescopic main track 50, and the grid mold track 41 is folded back in. The next section is poured at 2.5-meter intervals.
[0047] Although embodiments of the invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the invention, the scope of which is defined by the appended claims and their equivalents.
Claims
1. An automated pouring equipment for cast-in-place concrete slope protection and grid ecological slope protection, characterized in that, include: A construction truck; Truck rails are fixedly installed inside the truck bed; A mobile platform set on and movable along the truck track; A hoisting device installed on the mobile platform or the truck; The winch installed on the mobile platform and the winch motor connected to its drive; A pouring system comprising a feed hopper, a pouring platform located below the feed hopper, a vibrator fixed on the pouring platform, and an embossing wheel disposed on the pouring platform for forming anti-slip textures on the concrete surface. A mold track system detachably connected to the mobile platform, the mold track system comprising foldable tracks that can be folded and stored inside the truck; The automated pouring equipment is configured such that the mold track system can be taken out of the truck and laid out on the slope, the pouring system can be lifted by the hoisting device to the starting end of the mold track system, the winch pulls the pouring system along the mold track system by steel wire rope, and performs concrete pouring, vibration, smoothing and stamping operations synchronously or sequentially during the movement.
2. The automated pouring equipment for cast-in-place concrete slope protection and grid ecological slope protection according to claim 1, characterized in that: The mobile platform is equipped with a platform translation drive shaft and a drive shaft motor connected thereto, which are used to drive the mobile platform to move on the truck track; the mobile platform is also equipped with a cable reel on which a power cable for supplying power to the vibrator is wound.
3. The automated pouring equipment for cast-in-place concrete slope protection and grid ecological slope protection according to claim 2, characterized in that: The pouring system also includes a discharge port switch plate movably installed at the discharge port of the feed hopper, a switch lever connected to the discharge port switch plate, a discharge port control plate fixed at the discharge port below the feed hopper, a track cleaning scraper fixed at the bottom of the pouring platform, and a pouring platform traction hole located at the front end of the pouring platform for connection with the wire rope.
4. The automated pouring equipment for cast-in-place concrete slope protection and grid ecological slope protection according to claim 3, characterized in that: The mold track system also includes a telescopic beam and an adjusting arm. One end of the adjusting arm is hinged to the telescopic end of the telescopic beam, and the other end is hinged to the back of the folding track. The adjusting arm is provided with an adjusting arm spacing rod for maintaining the spacing.
5. The automated pouring equipment for cast-in-place concrete slope protection and grid ecological slope protection according to claim 4, characterized in that: The mold track system is a concrete slope protection mold track system for concrete slope protection, including: a cast-in-place mold track laid on the slope surface, a cast-in-place terminal expansion main track connected to the end of the cast-in-place mold track and a cast-in-place terminal expansion sub-track slidably connected inside it, a cast-in-place mold buckle welded to the upper part of the cast-in-place mold track, and an expansion joint steel plate fastened by the cast-in-place mold buckle, the expansion joint steel plate being used to clamp PVC expansion joints.
6. The automated pouring equipment for cast-in-place concrete slope protection and grid ecological slope protection according to claim 5, characterized in that: The mold track system is a grid ecological slope protection mold track system for grid ecological slope protection, including: a grid mold track laid on the slope surface, a grid terminal telescopic main track connected to the end of the grid mold track and a grid terminal telescopic sub-track slidably connected inside it, a grid mold fastened to the grid mold welded to the grid mold track through a snap-fit hole, and an adjustment block mold placed on the grid terminal telescopic sub-track.
7. The automated pouring equipment for cast-in-place concrete slope protection and grid ecological slope protection according to claim 6, characterized in that: The various track segments of the folding track are connected by a series of first-level damping hinges, second-level damping hinges, and third-level damping hinges, and are then locked in place by fastening screws.
8. The automated pouring equipment for cast-in-place concrete slope protection and grid ecological slope protection according to claim 7, characterized in that: The winch motor drives the winch to rotate through a coaxial connecting rod gear and a coaxial connecting rod of the winch. The wire rope wound up and unwound by the winch passes over the pulley installed on the pulley pressing arm and is connected to the pouring system.
9. The automated pouring equipment for cast-in-place concrete slope protection and grid ecological slope protection according to claim 8, characterized in that: The hoisting device includes a first hoisting arm and a second hoisting arm hinged at opposite ends of the mobile platform, used for hoisting the mold track system and the casting system.
10. An automated pouring equipment for cast-in-place concrete slope protection and grid ecological slope protection according to claim 9, characterized in that: In the pouring system, the feed hopper and the pouring platform are fixedly connected by a bracket, the vibrator is fixed on the vibrating plate, and the vibrating plate is connected to the lower two sides of the feed hopper.