Slag-taking retaining wall for reinforcing rock debris slope

Abstract

The invention discloses a rock debris slope reinforcing slag taking retaining wall, and relates to the field of retaining walls, the rock debris slope reinforcing slag taking retaining wall comprises a front retaining wall, a slag taking opening is obliquely formed in the front retaining wall, the high end of the slag taking opening is close to a rock debris slope, a vibration slag taking mechanism is installed on the front retaining wall, and the vibration slag taking mechanism comprises a top plate, a vibration rod and an excitation plate, and the top plate is fixed to one side of the top of the front retaining wall; a plurality of mounting notches are formed in the length direction of the front retaining wall on the top plate, the mounting notches are formed in the height direction of the front retaining wall in a penetrating mode, vibrating bars are vertically arranged in the mounting notches, the vibrating bars are connected to the inner walls of the mounting notches through elastic mechanisms, the vibrating bars are buried in rock debris, and an excitation plate is arranged on the top plate in a sliding mode; and the excitation plate moves close to or away from the vibrating rod and is used for colliding with the vibrating rod to vibrate the vibrating rod, so that the rock debris slope is blocked, and meanwhile, materials can be conveniently taken.

Description

Technical Field

[0001] The invention relates to the field of retaining walls, in particular to a debris slope reinforcement and slag retaining wall. Background Art

[0002] During the construction process, we often encounter construction environments with complex terrain, geology and landforms. In order to reduce the amount of earthwork and protect the ecological environment, it is often necessary to set up some retaining structures. Secondly, rock chips, sand and gravel will be used in the construction process. Rock chips, sand and gravel will be piled up into a slope for construction materials. In order to prevent landslides during the material collection process, retaining walls will also be used for blocking and protection. However, the existing retaining walls are mainly used to prevent landslides. The retaining walls are integral structures, which are not convenient for material collection. Materials need to be collected from above the retaining walls, which is difficult and inconvenient. Summary of the invention

[0003] The purpose of the present invention is to overcome the deficiencies of the prior art and provide a debris slope reinforcement slag retaining wall to solve the deficiencies of the prior art.

[0004] The objective of the present invention is achieved through the following technical solutions: a kind of rock chip slope reinforcement slag retaining wall, comprising a positive retaining wall, a slag removal port is obliquely opened on the positive retaining wall, the high end of the slag removal port is close to the rock chip slope, a vibrating slag removal mechanism is installed on the positive retaining wall, the vibrating slag removal mechanism comprises a top plate, a vibrating rod and an excitation plate, the top plate is fixed to one side of the top of the positive retaining wall, a plurality of mounting slots are opened on the top plate in the length direction of the positive retaining wall, the mounting slots are opened through along the height direction of the positive retaining wall, the vibrating rods are vertically arranged in the mounting slots, the vibrating rods are connected to the inner walls of the mounting slots through elastic mechanisms, the vibrating rods are buried in the rock chip slag, the excitation plate is slidably arranged on the top plate, the excitation plate moves close to or away from the vibrating rod, the excitation plate is used to collide with the vibrating rod to make it vibrate, a slag removal pit is opened on the ground at the lower end of the slag removal port, a lifting conveyor belt is arranged in the slag removal pit, and the input end of the lifting conveyor belt is located below the lower end of the slag removal port.

[0005] Furthermore, a baffle is vertically arranged in the slag taking port, a guide groove is provided on the inner top wall of the slag taking port, the baffle is slidably adapted to the guide groove, a baffle driving cavity is provided in the positive retaining wall, the baffle driving cavity is located above the slag taking port, a first hydraulic cylinder is vertically installed in the baffle driving cavity, and the telescopic shaft of the first hydraulic cylinder is connected to the baffle.

[0006] Furthermore, an auxiliary sealing mechanism is provided in the positive baffle wall, and the auxiliary sealing mechanism includes an auxiliary extrusion plate and an inclined push plate. The positive baffle wall is provided with an auxiliary driving slot on the inner bottom wall of the slag removal port, and the auxiliary extrusion plate is vertically arranged in the slag removal port. The positive baffle wall is provided with an auxiliary guide slot on the inner bottom wall of the slag removal port, and the auxiliary extrusion plate is slidably adapted to the auxiliary guide slot. The baffle plate is located between the auxiliary extrusion plate and the auxiliary driving slot. A plurality of the inclined push plates are provided in the auxiliary driving slot along the flow direction of the rock cuttings and slag, and the upper inclined push plate contacts the adjacent inclined push plate below, and a fixed inclined plate is provided in contact with the inclined push plate at the end of the rock cuttings and slag flow direction. The fixed inclined plate forms a stepped shape with the plurality of inclined push plates, and the inclined push plate has a linear degree of freedom to move back and forth along its own inclination direction.

[0007] Furthermore, a second hydraulic cylinder is vertically installed below the inclined push plate, the telescopic shaft of the second hydraulic cylinder is connected to the lifting plate, the bottom contact of the inclined push plate is provided with a mounting plate, the mounting plate is fixedly connected to the lifting plate through a vertical rod, the top surface of the mounting plate is provided with an inclined slide groove, a pushing slider is slidingly adapted in the inclined slide groove, the pushing slider is fixedly connected to the corresponding inclined push plate, both ends of the pushing slider are connected to a first spring, the first spring is connected to the mounting plate, the positive retaining wall is provided with an auxiliary driving cavity below the auxiliary guide slide groove, the auxiliary guide slide groove is connected to the auxiliary driving cavity, a third hydraulic cylinder is vertically installed in the auxiliary driving cavity, and the telescopic shaft of the third hydraulic cylinder is connected to the auxiliary extrusion plate.

[0008] Furthermore, a wire pulling drive mechanism is arranged in the auxiliary driving slot, and the wire pulling drive mechanism includes a winding shaft, and each of the inclined pushing plates corresponds to a winding shaft, and the winding shaft is rotatably connected to the positive retaining wall. A wire is wound on the winding shaft, and the wire is connected to the corresponding inclined pushing plate. Gears are mounted on the winding shaft, and the gears of two adjacent winding shafts are meshed with each other. A motor is installed in the auxiliary driving slot, and the output shaft of the motor is connected to a driving gear, and the driving gear is meshed with one of the gears.

[0009] Furthermore, the elastic mechanism includes a telescopic shaft and a second spring, the two ends of the telescopic shaft are respectively connected to the top plate and the vibrating rod, the second spring is sleeved on the telescopic shaft, the vibrating slag removal mechanism also includes an excitation seat, an excitation rod and a driving rod, the excitation seat is fixed on the top plate, the excitation rod is slidably penetrated on the excitation seat, the excitation rod is connected to the excitation plate, the middle part of the excitation plate is connected to the driving rod, the end of the driving rod away from the excitation plate is connected to a rack, an excitation motor is installed on the positive retaining wall, the output shaft of the excitation motor is connected to an intermittent gear, the intermittent gear meshes with the rack, a limiting ring is fixedly sleeved on the excitation rod, a third spring is sleeved on the excitation rod, and the two ends of the third spring are respectively connected to the limiting ring and the excitation seat.

[0010] Furthermore, both side walls in the length direction of the positive retaining wall are slidably provided with reinforcing anchor rods, and the reinforcing anchor rods are used to be inserted into the soil layer to strengthen the installation of the positive retaining wall.

[0011] Furthermore, a reinforcement driving cavity is provided in the positive retaining wall, one end of the reinforcement anchor rod extends into the reinforcement driving cavity and is connected to a reinforcement driving block, a driving push rod is provided in the reinforcement driving cavity, and the driving push rod has the freedom to move along the length direction of the positive retaining wall, a fourth hydraulic cylinder is provided in the reinforcement driving cavity, the telescopic rod of the fourth hydraulic cylinder is connected to the driving push rod, a first wedge surface is provided at one end of the reinforcement driving block close to the driving push rod, each of the reinforcement driving blocks is correspondingly provided with an external extrusion block, the external extrusion block is fixedly connected to the driving push rod, and the first wedge surface is located on the moving path of the external extrusion block.

[0012] Furthermore, a second wedge-shaped surface is provided on the end face of the reinforcement driving block close to the reinforcement anchor rod, and each of the reinforcement driving blocks is correspondingly provided with an inner extrusion block, and the inner extrusion block is in a 7-shape. The reinforcement driving block is located between the horizontal section of the inner extrusion block and the driving push rod, and the inner extrusion block is fixedly connected to the driving push rod. The inner extrusion block and the outer extrusion block are staggered along the length direction of the driving push rod, and the second wedge-shaped surface is located on the moving path of the horizontal section of the inner extrusion block.

[0013] The beneficial effects of the present invention are: 1. A slag removal port is opened on the positive retaining wall. The vibrating rod is vibrated to make the rock cuttings flow, so that the rock cuttings can smoothly fall from the slag removal port onto the lifting conveyor belt of the slag removal pit. The rock cuttings are lifted to the ground by the lifting conveyor belt, so as to block the rock cutting slope and facilitate material removal.

[0014] 2. The slag port is closed and opened by moving the baffle up and down, making the material taking action controllable. When closing the slag port, in order to prevent the rock chips in the slag port from blocking the baffle from moving downward, an auxiliary squeezing plate and an inclined push plate are set. The auxiliary squeezing plate squeezes the rock chips to prevent them from continuously entering the slag port. Then, the movement of the rock chips is strengthened by the movement of multiple inclined push plates, so that the rock chips in the slag port fall onto the lifting conveyor belt, thereby clearing the rock chips on the moving path of the baffle, so that the baffle can smoothly contact the inner bottom wall of the slag port to complete the closing operation. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 The structure diagram of the first embodiment of the present invention is a rock chip slope reinforcement slag retaining wall Figure 1 ; Figure 2 The structure diagram of the first embodiment of the present invention is a rock chip slope reinforcement slag retaining wall Figure 2 ; Figure 3 This is a schematic diagram of the installation of a debris slope reinforcement slag retaining wall according to the present invention; Figure 4 for Figure 3 Enlarged view of point A in the middle; Figure 5 A schematic diagram of the internal structure of a debris slope reinforcement slag retaining wall according to the present invention; Figure 6 for Figure 5 Enlarged view of point B in the middle; Figure 7 A top view of a debris slope reinforcement slag retaining wall according to the present invention; In the figure, 1-positive retaining wall, 3-slag taking port, 4-top plate, 5-vibrating rod, 6-excitation plate, 7-installation slot, 8-slag taking pit, 9-lifting conveyor belt, 10-baffle, 11-guide chute, 12-baffle driving chamber, 13-first hydraulic cylinder, 14-auxiliary extrusion plate, 15-inclined push plate, 16-auxiliary driving slot, 17-auxiliary guide chute, 18-fixed inclined plate, 19-second hydraulic cylinder, 20-lifting plate, 21-installation plate, 22-vertical rod, 23-inclined chute, 24-pushing slider, 25-first spring, 26-auxiliary driving chamber , 27-the third hydraulic cylinder, 28-winding shaft, 29-pull wire, 30-gear, 31-motor, 32-driving gear, 33-telescopic shaft, 34-the second spring, 35-excitation seat, 36-excitation rod, 37-rack, 38-excitation motor, 39-intermittent gear, 40-limiting ring, 41-the third spring, 43-reinforcement anchor rod, 44-reinforcement drive cavity, 45-reinforcement drive block, 46-drive push rod, 47-the fourth hydraulic cylinder, 48-the first wedge surface, 49-outer extrusion block, 50-the second wedge surface, 51-inner extrusion block, 52-drive rod. DETAILED DESCRIPTION

[0016] The technical solution of the present invention is further described in detail below in conjunction with the accompanying drawings, but the protection scope of the present invention is not limited to the following.

[0017] Embodiment 1

[0018] like Figures 1 to 7 The slag removal device 5 is a kind of rock chip slope reinforcement slag removal retaining wall, comprising a main retaining wall 1, a slag removal opening 3 is obliquely opened on the main retaining wall 1, the high end of the slag removal opening 3 is close to the rock chip slope, and a vibrating slag removal mechanism is installed on the main retaining wall 1, and the vibrating slag removal mechanism comprises a top plate 4, a vibrating rod 5 and an exciting plate 6. The top plate 4 is fixed on one side of the top of the main retaining wall 1, and a plurality of mounting slots 7 are opened on the top plate 4 in the length direction of the main retaining wall 1. The mounting slot 7 is opened through the height direction of the main retaining wall 1, and a vibrating rod 5 is vertically arranged in the mounting slot 7. The vibrating rod 5 is connected to the inner wall of the mounting slot 7 by an elastic mechanism, and the vibrating rod 5 is buried in the rock chip slag. An exciting plate 6 is slidably arranged on the top plate 4, and the exciting plate 6 moves close to or away from the vibrating rod 5. The exciting plate 6 is used to collide with the vibrating rod 5 to make it vibrate, and a slag removal pit 8 is opened on the ground at the lower end of the slag removal opening 3, and a lifting conveyor belt 9 is arranged in the slag removal pit 8. The input end of the lifting conveyor belt 9 is located below the lower end of the slag removal opening 3. After the retaining wall is installed, The high end of the slag removal port 3 is located above the bottom surface, so that the rock chips enter the slag removal pit 8 through the slag removal port 3, and the rock chips fall on the lifting conveyor belt 9, and then the rock chips are transported out of the ground through the lifting conveyor belt 9, which can prevent the rock chips from sliding and facilitate slag removal. At the same time, the rock chips can be transported over a long distance, and the material removal is convenient and simple. In order to ensure that the rock chips can smoothly enter the slag removal port 3, a vibrating slag removal mechanism is set. When slag removal is required, the vibrating slag removal mechanism is started, and the excitation plate 6 moves close to the vibrating rod 5, so that the excitation plate 6 hits multiple vibrating rods 5 at the same time. The force of the vibration rod 5 being hit will act on the elastic mechanism, and the reaction force of the elastic mechanism will cause the vibrating rod 5 to vibrate. The vibrating rod 5 is inserted into the rock chip slope, and the vibration of the vibrating rod 5 will cause the rock chips to move, causing the rock chips to slide, and the landslide will be blocked by the retaining wall, so that the rock chip slope moves in the retaining wall, so that the rock chips can smoothly enter the slag removal port 3, and stable and reliable material removal operation can be achieved.

[0019] Furthermore, if Figure 1 , Figure 2 and Figure 7As shown, the elastic mechanism includes a telescopic shaft 33 and a second spring 34, the two ends of the telescopic shaft 33 are respectively connected to the top plate 4 and the vibrating rod 5, the second spring 34 is sleeved on the telescopic shaft 33, the vibrating slag removal mechanism also includes an excitation seat 35, an excitation rod 36 and a driving rod 52, the excitation seat 35 is fixed on the top plate 4, the excitation rod 36 is slidably penetrated on the excitation seat 35, the excitation rod 36 is connected to the excitation plate 6, the middle part of the excitation plate 6 is connected to the driving rod 52, the end of the driving rod 52 away from the excitation plate 6 is connected to the rack 37, the positive retaining wall 1 is installed with an excitation motor 38, the output shaft of the excitation motor 38 is connected to an intermittent gear 39, the intermittent gear 39 meshes with the rack 37, a limiting ring 40 is fixedly sleeved on the excitation rod 36, a third spring 41 is sleeved on the excitation rod 36, the two ends of the third spring 41 are respectively connected to the limiting ring 40 and When the excitation seat 35 needs to be removed, in order to make the rock cuttings move conveniently and quickly, the excitation motor 38 is started to drive the intermittent gear 39 to rotate. When the toothed area of ​​the intermittent gear 39 meshes with the rack 37, the intermittent gear 39 drives the driving rod 52 to move through the meshing with the rack 37, and the driving rod 52 drives the excitation plate 6 to move. The excitation plate 6 drives the excitation rod 36 to move away from the vibrating rod 5, so that the excitation rod 36 moves and stretches the third spring 41. When the toothed area of ​​the intermittent gear 39 is separated from the rack 37, the excitation rod 36 is immediately released under the reaction force of the third spring 41, so that the excitation rod 36 drives the excitation plate 6 to move close to the vibrating rod 5, so that the excitation plate 6 hits multiple vibrating rods 5 at the same time. The vibrating rod 5 will act on the second spring 34 when it is hit. Under the reciprocating expansion and contraction of the second spring 34 and the third spring 41, the vibrating rod 5 vibrates, and the rock cuttings move through the vibration of the vibrating rod 5, so that the rock cuttings can smoothly pass through the slag removal port 3 and fall into the slag removal pit 8, which is convenient for material removal.

[0020] Embodiment 2

[0021] Based on the first embodiment, Figures 1 to 6As shown, both side walls of the main retaining wall 1 in the length direction are slidably penetrated with reinforcing anchor rods 43, and the reinforcing anchor rods 43 are used to insert into the soil layer to strengthen the installation of the main retaining wall 1. Since the retaining wall needs to prevent the problem of landslides on the debris slope, the retaining wall needs to have a strong installation strength to withstand the impact of the landslide. Secondly, after the construction is completed, the retaining wall needs to be disassembled. Therefore, the installation of the retaining wall needs to meet the requirements of detachability and high installation strength. The reinforcing anchor rods 43 are arranged on the side walls of the main retaining wall 1. After the installation of the main retaining wall 1 is completed, the reinforcing anchor rods 43 need to be installed to reinforce the installation of the retaining wall. Therefore, the reinforcing anchor rods 43 are set to a sliding type. Initially, the reinforcing anchor rods 43 are located in the main retaining wall 1 and do not affect the installation of the retaining wall. After the retaining wall is installed in place, the reinforcing anchor rods 43 are moved to allow the reinforcing anchor rods 43 to penetrate into the soil layer, thereby fixing the retaining wall from multiple directions, greatly improving the installation strength of the retaining wall, being able to withstand the impact of landslides, and facilitating the installation of the retaining wall.

[0022] Embodiment 3

[0023] Based on the second embodiment, Figures 1 to 6 As shown, a reinforcement driving cavity 44 is provided in the positive retaining wall 1, one end of the reinforcement anchor rod 43 extends into the reinforcement driving cavity 44 and is connected to a reinforcement driving block 45, a driving push rod 46 is provided in the reinforcement driving cavity 44, and the driving push rod 46 has the freedom to move along the length direction of the positive retaining wall 1, a fourth hydraulic cylinder 47 is provided in the reinforcement driving cavity 44, and the telescopic rod of the fourth hydraulic cylinder 47 is connected to the driving push rod 46, a first wedge surface 48 is provided at one end of the reinforcement driving block 45 close to the driving push rod 46, and each reinforcement driving block 45 is correspondingly provided with an external extrusion block 49, The outer extrusion block 49 is fixedly connected to the driving push rod 46, and the first wedge surface 48 is located on the moving path of the outer extrusion block 49. When the retaining wall needs to be reinforced, the fourth hydraulic cylinder 47 extends to drive the driving push rod 46 to move, and the driving push rod 46 drives the outer extrusion block 49 thereon to move close to the first wedge surface 48 of the reinforcement driving block 45, so that the outer extrusion block 49 squeezes the first wedge surface 48. Under the action of the first wedge surface 48, the reinforcement driving block 45 squeezes the reinforcement anchor rod 43 outward, so that the reinforcement anchor rod 43 moves out of the positive retaining wall 1 and penetrates into the soil layer, thereby completing the reinforcement installation of the retaining wall.

[0024] Embodiment 4

[0025] Since the retaining wall needs to be dismantled later, in order to facilitate the dismantling of the retaining wall, based on the third embodiment, Figures 1 to 6As shown, the end surface of the reinforcement driving block 45 close to the reinforcement anchor rod 43 is provided with a second wedge surface 50, and each reinforcement driving block 45 is correspondingly provided with an inner extrusion block 51, and the inner extrusion block 51 is 7-shaped. The reinforcement driving block 45 is located between the horizontal section of the inner extrusion block 51 and the driving push rod 46, and the inner extrusion block 51 is fixedly connected to the driving push rod 46. The inner extrusion block 51 and the outer extrusion block 49 are staggered along the length direction of the driving push rod 46. The second wedge surface 50 is located on the moving path of the horizontal section of the inner extrusion block 51. In the process of the reinforcement driving block 45 pushing the reinforcement anchor rod to move, the reinforcement driving block 45 moves close to the inner extrusion block 51, so that the second wedge surface 50 is located on the moving path of the horizontal section of the inner extrusion block 51. At the same time, the movement of the driving push rod 46 will also drive the inner extrusion block 51 to move away from the reinforcement driving block 45. , so that during the reinforcement process, the reinforcement driving block 45 will not contact the inner extrusion block 51. When the reinforcement is in place, the reinforcement driving block 45 contacts the inner extrusion block 51. At this time, the reinforcement driving block 45 can lock the position of the reinforcement anchor rod 43 under the joint action of the inner extrusion block 51 and the outer extrusion block 49, so that the reinforcement anchor rod 43 is locked in the layer, so that the retaining wall has a strong installation strength. When the retaining wall needs to be dismantled, the fourth hydraulic cylinder 47 contracts and drives the driving push rod 46 to reset. During the resetting process, the inner extrusion block 51 squeezes the second wedge surface 50 of the reinforcement driving block 45, so that the inner extrusion block 51 squeezes the reinforcement driving block 45 and moves close to the driving push rod 46, so that the inner extrusion block 51 drives the reinforcement anchor rod 43 to move into the positive retaining wall 1, and the retaining wall can be hoisted and disassembled, which is convenient for the disassembly of the retaining wall, and the retaining wall structure can be repeatedly installed and used.

[0026] Embodiment 5

[0027] On the basis of Example 4, a baffle 10 is vertically arranged in the slag taking port 3, a guide groove 11 is opened on the inner top wall of the slag taking port 3, the baffle 10 is slidably adapted to the guide groove 11, a baffle driving chamber 12 is opened in the positive retaining wall 1, the baffle driving chamber 12 is located above the slag taking port 3, a first hydraulic cylinder 13 is vertically installed in the baffle driving chamber 12, the telescopic shaft of the first hydraulic cylinder 13 is connected to the baffle 10, when there is no need to take materials, in order to prevent the rock cuttings from leaking out of the slag taking port 3, the first hydraulic cylinder 13 is driven to move the baffle 10 downward, so that the baffle 10 contacts the inner bottom wall of the slag taking port 3, thereby closing the slag taking port 3, and preventing the rock cuttings from leaking out when the slag is not taken.

[0028] Embodiment 6

[0029] Since the rock cuttings continue to fall from the slag taking port 3 into the slag taking pit 8 when the slag taking port 3 is in an open state, when the baffle 10 moves downward to close the slag taking port 3, the baffle 10 will squeeze the rock cuttings, resulting in the baffle 10 being unable to completely close the slag taking port 3, resulting in small-diameter rock cuttings still falling out from the gap between the baffle 10 and the slag taking port 3. Therefore, based on the fifth embodiment, as shown in FIG. Figures 1 to 6As shown, an auxiliary sealing mechanism is arranged in the positive retaining wall 1, and the auxiliary sealing mechanism includes an auxiliary extrusion plate 14 and an inclined push plate 15. The positive retaining wall 1 is provided with an auxiliary driving slot 16 on the inner bottom wall of the slag taking port 3. The auxiliary extrusion plate 14 is vertically arranged in the slag taking port 3. The positive retaining wall 1 is provided with an auxiliary guide chute 17 on the inner bottom wall of the slag taking port 3. The auxiliary extrusion plate 14 is slidably adapted to the auxiliary guide chute 17. The baffle 10 is located between the auxiliary extrusion plate 14 and the auxiliary driving slot 16. A plurality of inclined push plates 15 are arranged in the auxiliary driving slot 16 along the flow direction of the rock cuttings. The upper inclined push plate 15 contacts the adjacent inclined push plate 15 below, and the inclined push plate 15 at the end of the rock debris flow direction contacts a fixed inclined plate 18, and the fixed inclined plate 18 forms a stepped shape with the plurality of inclined push plates 15, and the inclined push plate 15 has a linear degree of freedom to reciprocate along its own inclined direction, and the positive retaining wall 1 is provided with an auxiliary driving chamber 26 below the auxiliary guide chute 17, and the auxiliary guide chute 17 is connected to the auxiliary driving chamber 26, and a third hydraulic cylinder 27 is vertically installed in the auxiliary driving chamber 26, and the third hydraulic cylinder 27 is vertically installed in the auxiliary driving chamber 26. The telescopic shaft of the cylinder 27 is connected to the auxiliary squeezing plate 14. When the slag taking port 3 needs to be closed, the auxiliary squeezing plate 14 is first driven to move upward by the third hydraulic cylinder 27, so that the auxiliary squeezing plate 14 squeezes the rock cuttings and contacts the inner top wall of the slag taking port 3 in a stable state. At this time, the inner bottom wall of the slag taking port 3 is in a closed state, which can temporarily close the slag taking port 3. Then, the tilting push plate 15 makes a reciprocating linear motion along its own tilting direction, pushing the rock cuttings in the slag taking port 3 to move, so that the rock cuttings in the slag taking port 3 can move so that they can completely fall out of the slag taking port 3. Finally, the first hydraulic cylinder 27 is used to push the rock cuttings in the slag taking port 3 to move. The pressure cylinder 13 drives the baffle plate 10 to move downward, so that the baffle plate 10 can smoothly contact the inner bottom wall of the slag taking port 3 to completely close the slag taking port 3; in specific implementation, when taking slag, sometimes rock chips are stuck in the slag taking port 3. At this time, the vibration force of the vibration slag taking mechanism is very small after being transmitted to the slag taking port 3, and the effect on the movement of the rock chips in the slag taking port 3 is small. In order to avoid rock chips being blocked in the slag taking port 3, during the slag taking process, the inclined push plate 15 is moved. The reciprocating pushing action of the inclined push plate 15 can avoid rock chips being stuck in the slag taking port 3, thereby achieving stable material taking.

[0030] Embodiment 7

[0031] Based on Example 6, Figures 1 to 6As shown, a second hydraulic cylinder 19 is vertically installed below the tilting push plate 15, and the telescopic shaft of the second hydraulic cylinder 19 is connected to the lifting plate 20. The bottom contact of the tilting push plate 15 is provided with a mounting plate 21, and the mounting plate 21 is fixedly connected to the lifting plate 20 through a vertical rod 22. The top surface of the mounting plate 21 is provided with an inclined slide groove 23, and a push slider 24 is slidably adapted in the inclined slide groove 23. The push slider 24 is fixedly connected to the corresponding tilting push plate 15, and both ends of the push slider 24 are connected to the first spring 25, and the first spring 25 is connected to the mounting plate 21. A wire pulling drive mechanism is provided in the auxiliary drive slot 16, and the wire pulling drive mechanism includes a winding shaft 28. Each tilting push plate 15 Each of them corresponds to a winding shaft 28, which is rotatably connected to the positive retaining wall 1, a pull wire 29 is wound around the winding shaft 28, and the pull wire 29 is connected to the corresponding inclined push plate 15, a gear 30 is set on the winding shaft 28, and the gears 30 of two adjacent winding shafts 28 are meshed with each other, a motor 31 is installed in the auxiliary drive slot 16, and the output shaft of the motor 31 is connected to a driving gear 32, and the driving gear 32 is meshed with one of the gears 30. When the cuttings are stuck in the slag removal port 3, the second hydraulic cylinder 19 first drives the lifting plate 20 to reciprocate up and down, so that the lifting plate 20 drives the inclined push plate 15 to reciprocate up and down, so that the distance between the inner top wall of the slag removal port 3 and the inclined push plate 15 is in The changing state can move the rock cuttings stuck in the slag taking port 3, and then the lifting plate 20 stops moving, and the motor 31 drives the winding shaft 28 to rotate through the meshing of the driving gear 32 and the gear 30, and the winding shaft 28 drives all the winding shafts 28 to rotate through the meshing of the gears 30, so that the winding shaft 28 is wound around the pull wire 29, and the inclined push plate 15 is pulled by the pull wire 29 to squeeze the first spring 25 to move, and then the motor 31 is disconnected. The motor 31 adopts a non-self-locking motor, so that the output shaft can rotate after the motor 31 is powered off, so that under the action of the first spring 25, the inclined push plate 15 reciprocates, so that the rock cuttings in the slag taking port 3 are pushed to move, so that the rock cuttings in the slag taking port 3 can move smoothly It can fall neatly into the slag removal pit 8, which can ensure smooth rock cuttings removal during slag removal, and at the same time can close the slag removal port 3 again, so that the rock cuttings in the slag removal port 3 can be successfully discharged, and the baffle 10 can smoothly close the slag removal port 3. In summary, the size of the slag removal port 3 is increased by moving the lifting plate 20 downward to loosen the rock cuttings stuck in the slag removal port 3, and then the rock cuttings are pushed to move by the reciprocating motion of the inclined push plate 15, so that the rock cuttings in the slag removal port 3 can move smoothly and will not be trapped in the slag removal port 3; in specific implementation, the inclined push plate 15 is driven to move by a wire pulling method, so that when the lifting plate 20 moves, the wire pulling line 29 can adapt to the up and down movement freedom of the inclined push plate 15, and no interference will occur.

Claims

1. A debris slope reinforcement slag retaining wall, comprising a positive retaining wall (1), characterized in that: The positive retaining wall (1) is provided with a slag removal opening (3) at an angle, the high end of the slag removal opening (3) being close to the cuttings slope, the positive retaining wall (1) being provided with a vibrating slag removal mechanism, the vibrating slag removal mechanism comprising a top plate (4), a vibrating rod (5) and an excitation plate (6), the top plate (4) being fixed to one side of the top of the positive retaining wall (1), the top plate (4) being provided with a plurality of mounting notches (7) in the length direction of the positive retaining wall (1), the mounting notches (7) being provided through the height direction of the positive retaining wall (1), the vibrating rod (5) being vertically arranged in the mounting notches (7), and the vibrating rod (5) being provided in the mounting notches (7). ), the vibrating rod (5) is connected to the inner wall of the mounting slot (7) through an elastic mechanism, the vibrating rod (5) is buried in the rock cuttings, the top plate (4) is slidably provided with the excitation plate (6), the excitation plate (6) moves towards or away from the vibrating rod (5), the excitation plate (6) is used to collide with the vibrating rod (5) to cause it to vibrate, a slag pit (8) is opened on the ground at the lower end of the slag taking port (3), a lifting conveyor belt (9) is arranged in the slag taking pit (8), and the input end of the lifting conveyor belt (9) is located below the lower end of the slag taking port (3).

2. A debris slope reinforcement slag retaining wall according to claim 1, characterized in that: A baffle (10) is vertically arranged in the slag taking port (3), a guide slot (11) is provided on the inner top wall of the slag taking port (3), the baffle (10) is slidably adapted to the guide slot (11), a baffle driving chamber (12) is provided in the positive retaining wall (1), the baffle driving chamber (12) is located above the slag taking port (3), a first hydraulic cylinder (13) is vertically installed in the baffle driving chamber (12), and a telescopic shaft of the first hydraulic cylinder (13) is connected to the baffle (10).

3. A debris slope reinforcement slag retaining wall according to claim 2, characterized in that: An auxiliary sealing mechanism is arranged in the positive retaining wall (1), and the auxiliary sealing mechanism comprises an auxiliary extrusion plate (14) and an inclined push plate (15). The positive retaining wall (1) is provided with an auxiliary driving notch (16) on the inner bottom wall of the slag taking opening (3). The auxiliary extrusion plate (14) is arranged vertically in the slag taking opening (3). The positive retaining wall (1) is provided with an auxiliary guide chute (17) on the inner bottom wall of the slag taking opening (3). The auxiliary extrusion plate (14) is slidably adapted to the auxiliary guide chute (17). The baffle plate (10) is located on the auxiliary extrusion plate (1 4) between the auxiliary driving slot (16), a plurality of the inclined push plates (15) are arranged in the auxiliary driving slot (16) along the flow direction of the rock cuttings, the upper inclined push plate (15) contacts the adjacent inclined push plate (15) below, and the inclined push plate (15) at the end of the rock cuttings flow direction contacts a fixed inclined plate (18), the fixed inclined plate (18) and the plurality of inclined push plates (15) form a stepped shape, and the inclined push plates (15) have a linear degree of freedom to move back and forth along their own inclined direction.

4. A debris slope reinforcement slag retaining wall according to claim 3, characterized in that: A second hydraulic cylinder (19) is vertically installed below the tilting push plate (15); the telescopic shaft of the second hydraulic cylinder (19) is connected to a lifting plate (20); a mounting plate (21) is provided at the bottom of the tilting push plate (15); the mounting plate (21) is fixedly connected to the lifting plate (20) via a vertical rod (22); an inclined sliding groove (23) is provided on the top surface of the mounting plate (21); a pushing slider (24) is slidably adapted in the inclined sliding groove (23); the pushing slider (24) is fixedly connected to a corresponding The inclined push plate (15) is provided with a first spring (25) at both ends of the push slider (24), the first spring (25) is connected to the mounting plate (21), the positive retaining wall (1) is provided with an auxiliary drive cavity (26) below the auxiliary guide slot (17), the auxiliary guide slot (17) is connected to the auxiliary drive cavity (26), a third hydraulic cylinder (27) is vertically installed in the auxiliary drive cavity (26), and the telescopic shaft of the third hydraulic cylinder (27) is connected to the auxiliary extrusion plate (14).

5. A debris slope reinforcement slag retaining wall according to claim 4, characterized in that: A wire-pulling drive mechanism is arranged in the auxiliary drive slot (16), and the wire-pulling drive mechanism comprises a winding shaft (28). Each of the inclined push plates (15) corresponds to a winding shaft (28), and the winding shaft (28) is rotatably connected to the positive retaining wall (1). A wire (29) is wound around the winding shaft (28), and the wire (29) is connected to the corresponding inclined push plate (15). A gear (30) is sleeved on the winding shaft (28), and the gears (30) of two adjacent winding shafts (28) are meshed with each other. A motor (31) is installed in the auxiliary drive slot (16), and the output shaft of the motor (31) is connected to a driving gear (32), and the driving gear (32) is meshed with one of the gears (30).

6. The debris slope reinforcement slag retaining wall according to claim 1, characterized in that: The elastic mechanism comprises a telescopic shaft (33) and a second spring (34), the two ends of the telescopic shaft (33) are respectively connected to the top plate (4) and the vibrating rod (5), the second spring (34) is sleeved on the telescopic shaft (33), and the vibrating slag removal mechanism further comprises an excitation seat (35), an excitation rod (36) and a driving rod (52), the excitation seat (35) is fixed on the top plate (4), the excitation rod (36) is slidably arranged on the excitation seat (35), the excitation rod (36) is connected to the excitation plate (6), and the middle portion of the excitation plate (6) The driving rod (52) is connected, and one end of the driving rod (52) away from the excitation plate (6) is connected to a rack (37). An excitation motor (38) is installed on the positive retaining wall (1), and the output shaft of the excitation motor (38) is connected to an intermittent gear (39), and the intermittent gear (39) meshes with the rack (37). A limiting ring (40) is fixedly sleeved on the excitation rod (36), and a third spring (41) is sleeved on the excitation rod (36), and two ends of the third spring (41) are respectively connected to the limiting ring (40) and the excitation seat (35).

7. The debris slope reinforcement slag retaining wall according to claim 1, characterized in that: Both side walls of the positive retaining wall (1) in the length direction are slidably provided with reinforcement anchor rods (43), and the reinforcement anchor rods (43) are used to be inserted into the soil layer to strengthen the installation of the positive retaining wall (1).

8. The debris slope reinforcement slag retaining wall according to claim 7, characterized in that: A reinforcement drive cavity (44) is provided in the positive retaining wall (1), one end of the reinforcement anchor rod (43) extends into the reinforcement drive cavity (44) and is connected to a reinforcement drive block (45), a drive push rod (46) is provided in the reinforcement drive cavity (44), and the drive push rod (46) has the freedom to move along the length direction of the positive retaining wall (1), a fourth hydraulic cylinder (47) is provided in the reinforcement drive cavity (44), a telescopic rod of the fourth hydraulic cylinder (47) is connected to the drive push rod (46), a first wedge surface (48) is provided at one end of the reinforcement drive block (45) close to the drive push rod (46), and each reinforcement drive block (45) is correspondingly provided with an external extrusion block (49), the external extrusion block (49) is fixedly connected to the drive push rod (46), and the first wedge surface (48) is located on the moving path of the external extrusion block (49).

9. A debris slope reinforcement slag retaining wall according to claim 8, characterized in that: The reinforcement drive block (45) is provided with a second wedge-shaped surface (50) on the end surface close to the reinforcement anchor rod (43), and each reinforcement drive block (45) is provided with an inner extrusion block (51) correspondingly, and the inner extrusion block (51) is in the shape of a figure 7. The reinforcement drive block (45) is located between the horizontal section of the inner extrusion block (51) and the driving push rod (46), and the inner extrusion block (51) is fixedly connected to the driving push rod (46). The inner extrusion block (51) and the outer extrusion block (49) are arranged alternately along the length direction of the driving push rod (46), and the second wedge-shaped surface (50) is located on the moving path of the horizontal section of the inner extrusion block (51).

Images