Crawler-type shoulder stone canal slip form machine

Abstract

The utility model discloses a crawler-type shoulder stone canal sliding film machine which comprises a rack, a driven shaft and a driving shaft are rotationally connected to the front side and the rear side of the rack, the two ends of the driven shaft and the two ends of the driving shaft extend out of the left side and the right side of the rack and are fixedly connected with crawler wheels, and the two crawler wheels located on the left side and the right side of the rack are jointly connected with crawler belts respectively. The driving shaft is further connected with a driving device, a feeding hopper is further arranged on the machine frame and located in front of the driven shaft, an opening is formed in the position, corresponding to the feeding hopper, of the machine frame, an insertion type vibrating rod is placed in the feeding hopper, and canal shaping frames with isosceles trapezoid cross sections are arranged on the lower surface of the machine frame and located on the front side and the rear side of the feeding hopper respectively. The canal shaping frame located on the front side is matched with an initial canal, and the canal shaping frame located on the rear side is smaller than the canal shaping frame located on the front side. The problem that in the prior art, a winch type water channel slip form machine cannot achieve continuous walking type and hydraulic walking type water channel slip form machine advancing, and the previous round of formed concrete is needed to serve as a support is solved.

Description

TECHNICAL FIELD

[0001] The utility model belongs to road repairing equipment technical field, and specifically relates to caterpillar type road shoulder stone water channel slip film machine. BACKGROUND

[0002] Now the water channel slip form machine commonly used in market is mainly divided into winch type and hydraulic type. The winch type is simple in structure, and can be applied in the working condition of large slump commercial concrete and small slump self-mixed concrete, but needs to be anchored in advance during work, generally once every 50 meters, cannot realize continuous walking type, and is low in work efficiency. The hydraulic type is complex in structure, and its working principle is: continuous walking type is realized by the advance and contraction of the oil cylinder, and since the last round of formed concrete needs to be used as support, it can only adapt to the working condition of small slump self-mixed concrete, and in the working condition of large slump commercial concrete, walking type peristalsis or walking type phenomenon cannot be realized. CONTENT OF THE UTILITY MODEL

[0003] The utility model discloses caterpillar type road shoulder stone water channel slip film machine, and solves the problems that the winch type cannot realize continuous walking type and the hydraulic type water channel slip form machine needs the last round of formed concrete as support.

[0004] The utility model discloses a caterpillar type road shoulder stone water channel slip film machine, which comprises a rack, a driven shaft and a driving shaft rotatably connected to the front and rear sides of the rack, caterpillar wheels fixedly connected to the left and right sides of the rack and extending out of the left and right sides of the rack at the two ends of the driven shaft and the driving shaft, left and right caterpillar belts respectively connected to the two caterpillar wheels located at the left and right sides of the rack, a driving device connected to the driving shaft and driving the rack to move from back to front, a feeding hopper arranged in front of the driven shaft on the rack, an opening arranged on the rack corresponding to the position of the feeding hopper, a plug-in type vibrating rod placed in the feeding hopper, water channel shaping frames with isosceles trapezoidal cross sections arranged on the lower surface of the rack at the left and right sides of the feeding hopper, and the water channel shaping frame located at the front side being adapted to the initial water channel and the water channel shaping frame located at the rear side being smaller than the water channel shaping frame located at the front side.

[0005] The utility model has the characteristics that:

[0006] Ears are arranged on the rack corresponding to the positions of the two ends of the driven shaft and the driving shaft and fixedly connected to the rack, and the driven shaft and the driving shaft are rotatably connected to the corresponding ears through bearings.

[0007] The driving device comprises a sprocket fixedly connected to the driving shaft, a speed reducer fixed to the frame, a driving sprocket fixed to the input shaft of the speed reducer, the driving sprocket and the sprocket being connected through a chain transmission, a driven pulley fixedly connected to the output shaft of the speed reducer, and a diesel engine fixed to the frame, wherein the output shaft of the diesel engine is fixed with a driving pulley, and the driving pulley and the driven pulley are connected through a belt transmission.

[0008] The frame is fixedly provided with a plurality of reinforcing beams, and the speed reducer and the diesel engine are fixed to the reinforcing beams.

[0009] The lower end of the feeding hopper is adapted to the shape of the opening.

[0010] The front and rear sides of the frame corresponding to the opening are respectively provided with an outer water channel shaping frame and an inner water channel shaping frame, the projection section of the outer water channel shaping frame and the inner water channel shaping frame along the movement direction of the frame is isosceles trapezoidal, the outer water channel shaping frame and the inner water channel shaping frame are shell-shaped structures, the upper ends of the outer water channel shaping frame and the inner water channel shaping frame are fixed to the lower surface of the frame, the outer water channel shaping frame and the inner water channel shaping frame are correspondingly arranged in front and back, the upper ends of the outer water channel shaping frame and the inner water channel shaping frame coincide in projection from the movement direction of the frame, and the inner water channel shaping frame is located inside the outer water channel shaping frame, the distance between the projection lower end, left end and lower end of the inner water channel shaping frame and the outer water channel shaping frame is the thickness of the corresponding side concrete of the water channel to be shaped.

[0011] The outer contour size of the outer water channel shaping frame is adapted to the size of the unshaped water channel.

[0012] The front, rear, left, right and lower end faces of the outer water channel shaping frame are closed faces, the front end face, left end face and lower end face of the inner water channel shaping frame close to the outer water channel shaping frame are closed faces, the rear end face of the inner water channel shaping frame away from the outer water channel shaping frame is provided in an open shape, the front and rear end faces of the outer water channel shaping frame and the rear end face of the inner water channel shaping frame are vertically arranged, the lower end faces of the outer water channel shaping frame and the inner water channel shaping frame are horizontal faces, the left and right side faces of the outer water channel shaping frame and the inner water channel shaping frame are provided as inclined faces, and the inclination is the same as the inclination of the side face of the water channel to be shaped.

[0013] One end of the opening of the inner water channel shaping frame is hingedly connected with an artificial standing platform inside the lower end face of the inner water channel shaping frame.

[0014] The upper portion of the frame is further provided with a fixing seat in front of the feeding hopper, a plurality of placing grooves are arranged above the fixing seat, at least two groups of pressing plates are bolted to the upper portion of the placing grooves, the motor base of the plug-in vibrating rod is placed into the placing grooves, and the motor base of the plug-in vibrating rod is fixed in the placing grooves by installing the pressing plates above the placing grooves.

[0015] The utility model discloses the following beneficial effects:

[0016] The utility model discloses can apply to multiple concrete working conditions, can realize continuous walking type simultaneously. BRIEF DESCRIPTION OF DRAWINGS

[0017] Figure 1 It is the structure schematic diagram of the track type road shoulder stone water channel slip film machine of the utility model;

[0018] Figure 2 It is the structure schematic diagram of the rack of the track type road shoulder stone water channel slip film machine of the utility model;

[0019] Figure 3 It is Figure 2 the front view of

[0020] Figure 4 It is the setting structure diagram of the placing groove in the track type road shoulder stone water channel slip film machine of the utility model;

[0021] Figure 5 It is the projection of the outer water channel shaping frame and the inner water channel shaping frame in the track type road shoulder stone water channel slip film machine of the utility model.

[0022] In the drawing: 1. rack, 2. fixed seat, 3. plug-in vibrating rod, 4. driven shaft, 5. right track, 6. driving shaft, 7. left track, 8. artificial standing platform, 9. speed reducer, 10. diesel engine, 11. track wheel, 12. ear plate, 13. chain wheel, 14. driving sprocket, 15. chain, 16. driven pulley, 17. driving pulley, 18. reinforcing crossbeam, 19. outer water channel shaping frame, 20. inner water channel shaping frame, 21. placing groove, 22. pressing plate, 23. feeding hopper, 24. extension plate, 25. bending surface. DETAILED DESCRIPTION

[0023] The utility model will be explained in detail below in combination with the drawings and specific embodiment.

[0024] Example 1

[0025] The utility model discloses track type road shoulder stone water channel slip film machine, and its structure as Figure 1 Shown, track type road shoulder stone water channel slip film machine, including rack 1, the rack 1 is rotationally connected with driven shaft 4 and driving shaft 6 on front and back two sides, and the left and right sides of the rack 1 are fixedly connected with track wheel 11 that the two ends of driven shaft 4 and driving shaft 6 stretch out, and the left and right sides of the rack 1 are respectively connected with left track 7 and right track 5 with two track wheels 11, and driving shaft 6 is still connected with the driving device of driving rack 1 from rear to front, as Figures 2-3 Shown, the rack 1 is still provided with feeding hopper 23 in the front of driven shaft 4, and the rack 1 is provided with opening at the position corresponding feeding hopper 23, and plug-in vibrating rod 3 is placed in feeding hopper 23, as Figure 2As shown in the drawings, the lower surface of the rack 1 is provided with water channel shaping frames with isosceles trapezoidal cross section on both sides of the front and rear of the feeding hopper 23, and the water channel shaping frame on the front side is adapted to the initial water channel, and the water channel shaping frame on the rear side is smaller than the water channel shaping frame on the front side.

[0026] The working principle of the embodiment is as follows:

[0027] When the water channel concrete forming operation is needed, the crawler-type road shoulder stone water channel slip film machine is placed at the initial position of the water channel, the driving device is started, the driving shaft 6 is driven to rotate, the driving shaft rotates to drive the transmission shaft to rotate through the crawler belt, and the whole machine is realized to continuously walk.

[0028] The commercial concrete or self-mixed concrete is injected through the feeding hopper 23, and falls down through the opening. Since the water channel shaping frame on the front side is adapted to the initial water channel, and the water channel shaping frame on the rear side is smaller than the water channel shaping frame on the front side, the injected concrete only flows to the rear of the rack. With the continuous advancement of the machine, the concrete is filled into a trapezoidal structure through the water channel shaping frames on the front and rear sides, that is, the gap between the trapezoidal structure formed by the front water channel shaping frame and the trapezoidal structure formed by the rear water channel shaping frame.

[0029] Embodiment 2

[0030] The structure of the crawler-type road shoulder stone water channel slip film machine is as shown in the drawings. Figure 1 As shown in the drawings, the crawler-type road shoulder stone water channel slip film machine comprises a rack 1, driving shafts 4 and driving shafts 6 are rotatably connected on the front and rear sides of the rack 1, crawler wheels 11 are fixedly connected to the left and right sides of the rack 1 and extend out of the left and right sides of the rack 1, the left and right crawler wheels 11 on the left and right sides of the rack 1 are respectively connected with left crawler belts 7 and right crawler belts 5, the driving shafts 6 are further connected with a driving device for driving the rack 1 to move from the rear to the front, a feeding hopper 23 is further arranged on the front of the driving shafts 4 on the rack 1, an opening is arranged on the rack 1 corresponding to the position of the feeding hopper 23, and an insertion type vibrating rod 3 is placed in the feeding hopper 23. Figure 2 As shown in the drawings, the lower surface of the rack 1 is provided with water channel shaping frames with isosceles trapezoidal cross section on both sides of the front and rear of the feeding hopper 23, and the water channel shaping frame on the front side is adapted to the initial water channel, and the water channel shaping frame on the rear side is smaller than the water channel shaping frame on the front side.

[0031] Ears 12 fixedly connected with the rack 1 are arranged on the positions corresponding to the two ends of the driving shafts 4 and the driving shafts 6 on the rack 1, and the driving shafts 4 and the driving shafts 6 are rotatably connected with the corresponding ears 12 through bearings.

[0032] The driven shaft 4 and the driving shaft 6 are correspondingly arranged in front and back, and the driven shaft 4 and the driving shaft 6 are both in horizontal state, the two track wheels 11 located at the left side of the frame 1 are correspondingly arranged in front and back and are jointly connected with the left track 7, and the two track wheels 11 located at the left side of the frame 1 are correspondingly arranged in front and back and are jointly connected with the right track 5.

[0033] The working principle of the embodiment is as follows:

[0034] When the concrete forming operation of the water channel is needed, the track type road shoulder stone water channel slip film machine is placed at the initial position of the water channel, the driving device is started, the driving shaft 6 is driven to rotate, the driving shaft rotates to drive the transmission shaft to rotate, and the whole machine is realized to continuously walk and form.

[0035] The commercial concrete or self-mixed concrete is injected through the feeding hopper 23, falls down through the opening, and since the water channel shaping frame located at the front side is adapted to the initial water channel, and the water channel shaping frame located at the rear side is smaller than the water channel shaping frame located at the front side, the injected concrete only flows to the rear of the frame, and with the continuous advancement of the machine, the concrete is filled into a trapezoidal structure through the water channel shaping frames at the front and rear sides, that is, the gap between the trapezoidal structure formed by the front water channel shaping frame and the trapezoidal structure formed by the rear water channel shaping frame.

[0036] Embodiment 3

[0037] The track type road shoulder stone water channel slip film machine has the structure as shown in the figure Figure 1 The track type road shoulder stone water channel slip film machine has the structure as shown in the figure Figure 2 The track type road shoulder stone water channel slip film machine has the structure as shown in the figure

[0038] The track type road shoulder stone water channel slip film machine has the structure as shown in the figure

[0039] The driven shaft 4 and the driving shaft 6 are correspondingly arranged in front and back, and the driven shaft 4 and the driving shaft 6 are in horizontal state, two crawler wheels 11 located on the left side of the frame 1 are correspondingly arranged in front and back and are jointly connected with the left track 7, and two crawler wheels 11 located on the left side of the frame 1 are correspondingly arranged in front and back and are jointly connected with the right track 5.

[0040] The driving device comprises a sprocket 13 fixedly connected on the driving shaft 6, and a speed reducer 9 fixed on the frame 1, wherein an input shaft of the speed reducer 9 is fixedly connected with a driving sprocket 14, the driving sprocket 14 and the sprocket 13 are drivingly connected through a chain 15, and an output shaft of the speed reducer 9 is fixedly connected with a driven sprocket 16, and the frame 1 is further fixed with a diesel engine 10, wherein an output shaft of the diesel engine 10 is fixed with a driving sprocket 17, and the driving sprocket 17 and the driven sprocket 16 are drivingly connected through a belt.

[0041] A plurality of reinforcing cross beams 18 are fixedly arranged on the frame 1, and the speed reducer 9 and the diesel engine 10 are fixed on the reinforcing cross beams 18.

[0042] The lower end of the feeding hopper 23 is matched with the shape of the opening.

[0043] The working principle of the embodiment is as follows:

[0044] When the concrete forming operation of the water channel is needed, the track-type road shoulder stone water channel slip film machine is placed at the initial position of the water channel, the two tracks are located on the roadbed on both sides of the water channel, the water channel shaping frame is located in the water channel, the driving device is started, the driving shaft 6 is driven to rotate, the driving shaft rotates to drive the transmission shaft to rotate through the track, and the whole machine is continuously walked.

[0045] The commercial concrete or self-mixed concrete is injected through the feeding hopper 23 and falls through the opening, since the water channel shaping frame located on the front side is matched with the initial water channel, and the water channel shaping frame located on the rear side is smaller than the water channel shaping frame located on the front side, the injected concrete only flows to the rear of the frame, and with the continuous advancement of the machine, the concrete is filled into a trapezoidal structure through the water channel shaping frames on the front side and the rear side, that is, the gap between the trapezoidal structure formed by the water channel shaping frame on the front end and the trapezoidal structure formed by the water channel shaping frame on the rear end is formed.

[0046] The working principle of the driving device is as follows:

[0047] The diesel engine 10 is started to drive the speed reducer 9, and then the power is transmitted to the driving shaft through the driving sprocket 14 and the sprocket 13, the driving shaft rotates to drive the transmission shaft to rotate through the track, and the whole machine is continuously walked.

[0048] Embodiment 4

[0049] The track-type road shoulder stone water channel slip film machine has the structure as shown in the drawings. Figure 1As shown, the track type shoulder stone water channel slip film machine, including frame 1, frame 1 on both sides of the front and rear rotationally connected with driven shaft 4 and driving shaft 6, driven shaft 4 and driving shaft 6 both ends of the left and right sides of the frame 1 and fixedly connected with track wheel 11, located on the left and right sides of the frame 1 two track wheels 11 are respectively connected with the left track 7 and right track 5, driving shaft 6 is also connected with the driving device for driving the frame 1 from behind to forward movement, frame 1 on the front of the driven shaft 4 is also provided with a feed hopper 23, frame 1 corresponding to the position of the feed hopper 23 is provided with an opening, the feed hopper 23 is placed with the plug-in vibrator 3, such as Figure 2 As shown, the lower surface of the frame 1 is provided with a water channel shaping frame with an isosceles trapezoidal cross section on both sides of the front and rear of the feed hopper 23, and the water channel shaping frame on the front side is adapted to the initial water channel, and the water channel shaping frame on the rear side is smaller than the water channel shaping frame on the front side. The vibration head of the plug-in vibrator 3 extends into the feed hopper 23. The motor of the plug-in vibrator 3 is fixed on the frame.

[0050] The frame 1 is provided with an ear plate 12 fixedly connected with the frame 1 at a position corresponding to both ends of the driven shaft 4 and the driving shaft 6. The driven shaft 4 and the driving shaft 6 are rotatably connected with the corresponding ear plates 12 through bearings, respectively.

[0051] The driven shaft 4 and the driving shaft 6 are correspondingly arranged in front of and behind each other, and both are in a horizontal state. The two track wheels 11 on the left side of the frame 1 are correspondingly arranged in front of and behind each other and are commonly connected with the left track 7. The two track wheels 11 on the left side of the frame 1 are correspondingly arranged in front of and behind each other and are commonly connected with the right track 5.

[0052] The driving device includes a sprocket 13 fixedly connected to the driving shaft 6 and a speed reducer 9 fixed to the frame 1. The input shaft of the speed reducer 9 is fixedly connected with a driving sprocket 14. The driving sprocket 14 and the sprocket 13 are drivingly connected through a chain 15. The output shaft of the speed reducer 9 is fixedly connected with a driven pulley 16. The frame 1 is also fixedly provided with a diesel engine 10. The output shaft of the diesel engine 10 is fixedly provided with a driving pulley 17. The driving pulley 17 and the driven pulley 16 are drivingly connected through a belt.

[0053] A plurality of reinforcing cross beams 18 are fixedly provided on the frame 1. The speed reducer 9 and the diesel engine 10 are fixedly connected to the reinforcing cross beams 18.

[0054] The lower end of the feed hopper 23 is adapted to the shape of the opening.

[0055] The lower surface of the frame 1 is provided with an outer water channel shaping frame 19 and an inner water channel shaping frame 20 on both sides of the front and rear corresponding to the opening, such as Figure 5As shown, the outer water channel shaping frame 19 and the inner water channel shaping frame 20 are isosceles trapezoidal in the projection section along the movement direction of the frame 1, and are both shell-shaped structures. The upper ends of the outer water channel shaping frame 19 and the inner water channel shaping frame 20 are fixed on the lower surface of the frame 1, and the outer water channel shaping frame 19 and the inner water channel shaping frame 20 are correspondingly arranged in front and back. In the projection from the movement direction of the frame 1, the upper ends of the outer water channel shaping frame 19 and the inner water channel shaping frame 20 are coincident, and the inner water channel shaping frame 20 is located inside the outer water channel shaping frame 19. The spacing between the projection lower end, left end and lower end of the inner water channel shaping frame 20 and the outer water channel shaping frame 19 is the thickness of the corresponding side concrete of the water channel to be shaped.

[0056] The outer contour size of the outer water channel shaping frame 19 is adapted to the size of the water channel before shaping.

[0057] The front, back, left, right and lower end faces of the outer water channel shaping frame 19 are closed faces. The front, left and lower end faces of the inner water channel shaping frame 20 close to the outer water channel shaping frame 19 are closed faces. The back end face of the inner water channel shaping frame 20 away from the outer water channel shaping frame 19 is an open face. The front and back end faces of the outer water channel shaping frame 19 and the back end face of the inner water channel shaping frame 20 are vertically arranged. The lower end faces of the outer water channel shaping frame 19 and the inner water channel shaping frame 20 are horizontal faces. The left and right side faces of the outer water channel shaping frame 19 and the inner water channel shaping frame 20 are inclined faces, and the inclination is the same as the inclination of the side face of the water channel to be shaped.

[0058] The working principle of the embodiment is as follows:

[0059] When the water channel concrete forming operation is needed, the track-type road shoulder stone water channel slip film machine is placed at the initial position of the water channel, the driving device is started, the driving shaft 6 is driven to rotate, the driving shaft is rotated through the track to drive the transmission shaft to rotate, and the continuous walking of the whole machine is realized.

[0060] The commercial concrete or self-mixed concrete is injected through the feeding hopper 23 and falls through the opening. Since the water channel shaping frame on the front side is adapted to the initial water channel, and the water channel shaping frame on the back side is smaller than the water channel shaping frame on the front side, the injected concrete will only flow to the back of the frame. With the continuous advancement of the machine, the concrete is filled into a trapezoidal structure through the water channel shaping frames on the front and back sides, that is, the gap between the trapezoidal structure formed by the front water channel shaping frame and the trapezoidal structure formed by the back water channel shaping frame.

[0061] Embodiment 5

[0062] On the basis of embodiment 4, as shown in Figure 1 and 2 As shown, one end of the open end of the inner water channel shaping frame 20 is hinged with the artificial standing platform 8 in the lower end face of the inner water channel shaping frame 20.

[0063] The one end of the inner water channel shaping frame 20 opening is located at the lower end face of the inner water channel shaping frame 20, two hinged ears are arranged, a fixed ear is arranged on the artificial standing platform 8, the hinged ear and the fixed ear are hinged through a pin shaft, and the staff can be placed down when walking, so that the staff can stand for troweling and observation.

[0064] As shown in Figure 3 The upper side of the rack 1 is further provided with a fixed seat 2 in front of the feeding hopper 23, a plurality of placing grooves 21 are arranged on the upper side of the fixed seat 2, at least two groups of pressing plates 22 are bolted on the upper side of the placing grooves 21, the motor base of the plug-in vibrating rod 3 is placed in the placing groove 21, and the motor base of the plug-in vibrating rod 3 is fixed in the placing groove 21 by installing the pressing plate 22 on the upper side of the placing groove 21.

[0065] In this embodiment, the plug-in vibrating rod 3 is fixed through the placing groove 21 and the pressing plate 22, and the plug-in vibrating rod 3 is needed during the walking process of the machine, which is used for vibrating the injected concrete to ensure the uniform filling of the concrete, and the machine can be stopped when it is found that some parts are not vibrated sufficiently. The plug-in vibrating rod 3 is detachably arranged, so that the damaged part can be repaired conveniently.

[0066] The structure of the plug-in vibrating rod mainly comprises a motor, a plug, a vibrating head and a cable, etc. For example, the product of Anyang Anzhen Company, the motor base is fixed in the placing groove 21, and the vibrating head is placed in the feeding hopper.

[0067] Embodiment 6

[0068] On the basis of embodiment 5, as shown in Figure 2 The rack 1 is further provided with an extension plate 24 corresponding to the left and right sides of the inner water channel shaping frame 20, one side of the extension plate 24 is aligned with the top of the left and right side end faces of the inner water channel shaping frame 20, the extension plate 24 is in a horizontal state, the width of the extension plate 24 is the same as the width between the left side face and the right side face corresponding to the outer water channel shaping frame 19 and the inner water channel shaping frame 20, the length of the extension plate 24 is the sum of the overall length of the inner water channel shaping frame 20 and the distance between the front end face of the inner water channel shaping frame 20 and the rear end face of the outer water channel shaping frame 19, and a vertical downward bending face 25 is further arranged on the side of the extension plate 24 away from the middle of the inner water channel shaping frame 20.

Claims

1. A tracked slipform liner machine for road shoulder stones and irrigation ditches, characterized in that, The system includes a frame (1), on which a driven shaft (4) and a drive shaft (6) are rotatably connected on the front and rear sides. The driven shaft (4) and drive shaft (6) extend from the left and right sides of the frame (1) and are fixedly connected to track wheels (11). Two track wheels (11) located on the left and right sides of the frame (1) are respectively connected to a left track (7) and a right track (5). The drive shaft (6) is also connected to a drive device that drives the frame (1) to move from back to front. A feed hopper (23) is also provided on the frame (1) in front of the driven shaft (4). The frame (1) has an opening at the position corresponding to the feed hopper (23). An insert vibrating rod (3) is placed in the feed hopper (23). Water channel shaping frames with an isosceles trapezoidal cross section are respectively provided on the lower surface of the frame (1) on the front and rear sides of the feed hopper (23). The water channel shaping frame on the front side is adapted to the initial water channel, and the water channel shaping frame on the rear side is smaller than the water channel shaping frame on the front side.

2. The tracked road shoulder stone sliding sheet machine according to claim 1, characterized in that, The frame (1) is provided with ear plates (12) fixed together with the frame (1) at the positions corresponding to both ends of the driven shaft (4) and the driving shaft (6). The driven shaft (4) and the driving shaft (6) are respectively rotatably connected to the corresponding ear plates (12) through bearings.

3. The tracked paving stone sliding sheet machine for road shoulders and irrigation ditches according to claim 1, characterized in that, The drive device includes a sprocket (13) fixedly connected to the drive shaft (6) and a reducer (9) fixedly connected to the frame (1). A drive sprocket (14) is fixedly connected to the input shaft of the reducer (9). The drive sprocket (14) and the sprocket (13) are connected by a chain (15). A driven pulley (16) is fixedly connected to the output shaft of the reducer (9). A diesel engine (10) is also fixedly connected to the frame (1). A drive pulley (17) is fixedly connected to the output shaft of the diesel engine (10). The drive pulley (17) and the driven pulley (16) are connected by a belt drive.

4. The tracked road shoulder stone sliding sheet machine according to claim 3, characterized in that, Multiple reinforcing beams (18) are fixedly installed on the frame (1), and the reducer (9) and diesel engine (10) are both fixed on the reinforcing beams (18).

5. The tracked road shoulder stone sliding sheet machine according to claim 4, characterized in that, The lower end of the feed hopper (23) is adapted to the shape of the opening.

6. The tracked road shoulder stone sliding sheet machine according to claim 1, characterized in that, The frame (1) is provided with an outer water channel shaping frame (19) and an inner water channel shaping frame (20) on the front and rear sides corresponding to the openings. The projected cross sections of the outer water channel shaping frame (19) and the inner water channel shaping frame (20) along the movement direction of the frame (1) are isosceles trapezoids. Both the outer water channel shaping frame (19) and the inner water channel shaping frame (20) are shell-shaped structures. The upper ends of the outer water channel shaping frame (19) and the inner water channel shaping frame (20) are fixed to the frame (1). 1) On the lower surface, the outer water channel shaping frame (19) and the inner water channel shaping frame (20) are arranged in front and behind respectively. Projected from the movement direction of the frame (1), the upper ends of the outer water channel shaping frame (19) and the inner water channel shaping frame (20) overlap and the inner water channel shaping frame (20) is located inside the outer water channel shaping frame (19). The distance between the lower end, left end and lower end of the projection of the inner water channel shaping frame (20) and the outer water channel shaping frame (19) is the thickness of the concrete on the corresponding side of the water channel to be shaped.

7. The tracked paving stone sliding sheet machine for road shoulders and irrigation ditches according to claim 6, characterized in that, The outer contour dimensions of the outer water channel shaping frame (19) are adapted to the dimensions of the water channel before shaping.

8. The tracked road shoulder stone sliding sheet machine according to claim 7, characterized in that, The front, back, left, right and lower end faces of the outer water channel shaping frame (19) are all closed faces. The front, left and lower end faces of the inner water channel shaping frame (20) near the outer water channel shaping frame (19) are all closed faces. The rear end face of the inner water channel shaping frame (20) away from the outer water channel shaping frame (19) is set as an open shape. The front and rear end faces of the outer water channel shaping frame (19) and the rear end face of the inner water channel shaping frame (20) are set vertically. The lower end faces of the outer water channel shaping frame (19) and the inner water channel shaping frame (20) are horizontal planes. The left and right sides of the outer water channel shaping frame (19) and the inner water channel shaping frame (20) are set as inclined planes, and the inclination is the same as the side slope of the water channel to be shaped.

9. The tracked road shoulder stone sliding sheet machine according to claim 8, characterized in that, One end of the opening of the inner water channel shaping frame (20) is hinged to an artificial standing platform (8) on the lower end face of the inner water channel shaping frame (20).

10. The tracked road shoulder stone sliding sheet machine according to claim 1, characterized in that, A fixed seat (2) is fixedly installed above the frame (1) in front of the feed hopper (23). Multiple placement slots (21) are provided above the fixed seat (2). At least two sets of pressure plates (22) are bolted above the placement slots (21). The motor base of the insert vibrator (3) is placed in the placement slot (21), and the motor base of the insert vibrator (3) is fixed in the placement slot (21) by installing the pressure plate (22) above the placement slot (21).

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