Non-excavation road repairing, grouting and reinforcing equipment
Patent Information
- Application Number
- CN202411619113.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-13
- Publication Date
- 2025-01-07
AI Technical Summary
The existing road repair technology mainly relies on excavation and repair methods, resulting in great traffic impact, reduced traffic capacity, high accident incidence, and is not suitable for the solution of deep diseases. A non-excavation road repair technology is needed to reduce construction interference.
A non-excavated road repair grouting and reinforcement equipment was designed, including ground penetrating radar, drilling components and grouting components. The soil quality is detected through ground penetrating radar, drilling components are accurately drilled, and grouting components are slurry infusion. Realize the repair of inorganic gels on roadbeds and avoid excavation construction.
It realizes efficient road repair and reinforcement, shortens repair and maintenance time, reduces traffic interference, maintains road traffic capacity, reduces accident rate, and monitors road arches through horizontal stabilizers, adjusts construction process, and reduces surrounding areas. Destruction of the road.
Smart Images

Figure CN119266074A_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the technical field of road repair, and in particular to a trenchless road repair grouting reinforcement device. Background Art
[0002] Nowadays, in order to better treat deep road diseases, more and more methods are used to excavate and rebuild roads to ensure construction quality and road service life. However, excavation and repair will inevitably lead to large-scale excavation and long-term road occupation, which has a great impact on the current traffic. It not only increases the surrounding traffic pressure, but also causes compensation for pedestrians crossing the street, detours of bus routes around the construction area, adjustments to related traffic facilities, inconveniences for residents to travel, etc., which have a great impact on the entrances and exits along the road, greatly reducing the road's traffic capacity and increasing the accident rate.
[0003] In order to solve the problems caused by road excavation and repair, trenchless technology can be used to carry out deep grouting reinforcement technology on the road section to be repaired, giving priority to solving the internal causes of the disease, filling the gaps in the roadbed or base through the diffusion and compaction of slurry, and combining with mineral materials with certain activity inside the road (such as soil, sand, stone, etc.) to form inorganic gel, ensuring that the hidden problems of the roadbed or base are repaired in place without excavating the existing road. Therefore, it is urgent to provide a grouting equipment suitable for trenchless road repair technology. Summary of the invention
[0004] In order to improve the above problems, the present application provides a trenchless road repair grouting reinforcement equipment.
[0005] The present application provides a trenchless road repair grouting reinforcement device that adopts the following technical solution: A trenchless road repair grouting reinforcement device comprises a frame, a detection component, a drilling component and a grouting component, wherein the detection component comprises a ground penetrating radar, which is arranged on the frame and used to detect soil conditions in a roadbed; the drilling component comprises a first motor, a drill rod and a lifting member, wherein the first motor is arranged on the frame, the drill rod is connected to an output shaft of the first motor, a drill bit is arranged at the end of the drill rod, the lifting member is arranged on the frame, and the lifting member is used to control the lifting and lowering movement of the first motor; the grouting component comprises a slurry storage box, a pressure pump and a grouting conduit, wherein the slurry storage box is arranged on the frame, the pressure pump is arranged in the slurry storage box, one end of the grouting conduit is connected to the pressure pump, and the other end of the grouting conduit extends into the roadbed.
[0006] By adopting the above technical solution, before drilling and grouting, the soil conditions in the roadbed or base layer are detected by ground penetrating radar, so as to accurately locate the part to be repaired. After positioning, the drill bit is driven to drill toward the part to be repaired through the cooperation of the lifting part and the first motor, and the drilling depth is set according to the feedback of the ground penetrating radar detection. After drilling to the set depth, the grouting catheter is inserted into the hole, and the appropriate slurry is poured through the pressure pump. Through this equipment, non-excavation repair and reinforcement of the road can be efficiently achieved, so that the roadbed repair and maintenance time is short, the traffic status is less disturbed, the road capacity is maintained as much as possible, and the accident rate is reduced.
[0007] Preferably, the lifting component includes a lifting motor, a lifting screw and a lifting slider. A lifting slot is opened on the frame, the lifting motor is arranged on the frame, the lifting screw is rotatably connected to the frame and is located in the lifting slot, and the axial direction of the lifting screw is arranged along the direction of gravity. The lifting motor is used to drive the lifting screw to rotate, the lifting slider is threadedly connected to the lifting screw and is located in the lifting slot, and the first motor is arranged on the lifting slider.
[0008] Preferably, at least two lifting screws are provided, and every two lifting screws form a group, and a transmission wheel is provided at the end of each single lifting screw, and the transmission wheels in each group are connected by a transmission belt.
[0009] Preferably, a mounting through hole and a positioning hole are provided on the lifting slider, the positioning hole is connected to the mounting through hole, a first clamping plate is provided on the first motor, the mounting through hole is for mounting the first motor, and the positioning hole is for clamping the first clamping plate.
[0010] Preferably, the grouting assembly also includes a connecting hose, one end of which is fixedly connected to the pressure pump, and the other end is connected to the grouting conduit, and the end of the grouting conduit connected to the connecting hose is provided with a second clamping plate, and the positioning hole is for the second clamping plate to be clamped into.
[0011] Preferably, the detection assembly further comprises a detection plate, the detection plate is slidably connected to the frame, and the ground penetrating radar is arranged on the detection plate.
[0012] Preferably, it also includes a horizontal stabilizing member, which includes a level detector and a stabilizing plate. The stabilizing plate is arranged on the frame, and the level detector is built in the stabilizing plate. The level detector is used to detect the arch of the road surface. The side of the stabilizing plate away from the frame is in contact with the road surface.
[0013] Preferably, the horizontal stabilizer also includes a connecting sleeve rod, the stabilizing plate is fixedly connected to one end of the connecting sleeve rod, the stabilizing plate is an annular plate, the connecting sleeve rod and the stabilizing plate are used for passing drill rods or grouting pipes, the frame is provided with a matching rod, and the end of the connecting sleeve rod away from the stabilizing plate is provided with a clamping block, and the clamping block is clamped on the matching rod.
[0014] Preferably, the mating rod and the detection plate are connected by a connecting belt, a mating pulley is rotatably connected to the frame, the connecting belt abuts against the mating pulley, a sliding groove for the mating rod to slide is opened on the frame, a magnetic block 1 is arranged in the sliding groove, a magnetic block 2 is arranged at the end of the mating rod and at one end located in the sliding groove, and the magnetic block 1 is magnetically connected to the magnetic block 2.
[0015] Preferably, the connecting sleeve rod includes a plurality of connecting ring plates, each single connecting ring plate is provided with a telescopic slide groove and a telescopic card slot in the axial direction, the telescopic card slot is connected with the telescopic slide groove, each single connecting ring plate is provided with a telescopic card block, the telescopic card block is inserted into the telescopic slide groove of the adjacent connecting ring plate, the plurality of connecting ring plates are connected in sequence, and the diameters of the plurality of connecting ring plates are reduced in sequence along the axial direction.
[0016] The present application includes at least one of the following beneficial technical effects: 1. Through the setting of ground penetrating radar, drilling assembly and grouting assembly, before drilling and grouting, the ground penetrating radar is used to detect the soil conditions in the roadbed or base layer, so as to accurately locate the part to be repaired. After positioning, the lifting part and the first motor work together to drive the drill bit to drill towards the part to be repaired. The drilling depth is set according to the detection feedback of the ground penetrating radar. After drilling to the set depth, the grouting catheter is inserted into the hole, and the pressure pump is used to inject the appropriate slurry. Through this equipment, the non-excavation repair and reinforcement of the road can be efficiently realized, so that the roadbed repair and maintenance time is short, the traffic status is less disturbed, the road capacity is maintained as much as possible, and the accident rate is reduced; 2. Through the arrangement of the installation through hole, the first clamping plate and the second clamping plate, the first motor can be installed and fixed when the first clamping plate is assembled with the installation through hole, and the grouting conduit can be installed and fixed when the second clamping plate is assembled with the installation through hole. The function replacement of different construction stages can be realized through the same device, which is simple to operate and more convenient to use; 3. By setting up horizontal stabilizers, the road surface arching can be monitored at all times during the grouting stage. If the grouting pressure is too high or the grouting speed is too fast, the level detector can directly monitor and give feedback, and the construction personnel can make timely adjustments, which is conducive to the smooth progress of non-excavation repair construction and effectively reduces the possible damage to surrounding roads. BRIEF DESCRIPTION OF THE DRAWINGS
[0017] Figure 1It is a structural schematic diagram used to reflect the positional relationship between the drilling assembly and the frame in the embodiment of the present application.
[0018] Figure 2 yes Figure 1 A partial enlarged view of part A in the middle.
[0019] Figure 3 It is a structural schematic diagram used to reflect the positional relationship and connection relationship between the grouting assembly and the horizontal stabilizing member in the embodiment of the present application.
[0020] Figure 4 It is a schematic diagram of the structure of the horizontal stabilizer in the embodiment of the present application.
[0021] Explanation of the accompanying drawings: 1. frame; 11. matching pulley; 12. sliding groove; 2. detection assembly; 21. detection plate; 3. drilling assembly; 31. first motor; 311. first clamping plate; 32. drill rod; 33. drill bit; 4. lifting member; 41. lifting motor; 411. driving gear; 42. lifting screw; 43. lifting slider; 44. mounting through hole; 45. positioning hole; 46. transmission wheel; 47. transmission belt; 48. transmission gear; 5. grouting assembly; 51. slurry storage box; 52. connecting hose; 53. grouting catheter; 54. second clamping plate; 55. flange; 6. horizontal stabilizing member; 61. stabilizing plate; 62. connecting ring plate; 63. telescopic slide groove; 64. telescopic clamping groove; 65. telescopic clamping block; 66. clamping block; 7. matching rod; 8. connecting belt. DETAILED DESCRIPTION
[0022] The following is combined with Figure 1-4 This application is described in further detail.
[0023] The present application embodiment discloses a trenchless road repair grouting reinforcement device, such as Figure 1 , 2 As shown in Figure 3, it includes a frame 1, a detection component 2, a drilling component 3 and a grouting component 5. The detection component 2, the drilling component 3 and the grouting component 5 are all arranged on the frame 1. The frame 1 is rotatably connected to a universal wheel and can be connected and driven to move by a traction device. The detection component 2 is used to detect the soil conditions in the roadbed before drilling. After detection, the position of the roadbed to be repaired is determined, and then the drilling component 3 is used to drill this part, and the drilling depth is set according to the detection feedback. After drilling, the roadbed is repaired by grouting through the grouting component 5. The slurry fills the gaps in the roadbed or base layer through diffusion and compaction, and combines with mineral materials with certain activity inside the road (such as soil, sand, stone, etc.) to form an inorganic gel, which ensures that the hidden problems of the roadbed or base layer are repaired in place without excavating the existing road.
[0024] like Figure 1As shown, the detection assembly 2 includes a detection plate 21 and a ground penetrating radar, the detection plate 21 is slidably connected to the frame 1, and the ground penetrating radar (not shown in the figure) is fixedly connected to the detection plate 21. The ground penetrating radar is used to detect the soil conditions in the roadbed or base layer. According to the design requirements, if a part that needs to be repaired is encountered, the feedback of the ground penetrating radar can realize the precise positioning of the subsequent drilling.
[0025] like Figure 1 As shown, the drilling assembly 3 includes a lifting member 4, a first motor 31 and a drill rod 32. The lifting member 4 includes a lifting motor 41, a lifting screw 42 and a lifting slider 43. A lifting slot is provided on the frame 1. The lifting motor 41 is fixedly connected to the frame 1. The lifting screw 42 is rotatably connected to the frame 1 and is located in the lifting slot. The axial direction of the lifting screw 42 is arranged along the gravity direction. A driving gear 411 is coaxially connected to the output shaft of the lifting motor 41. A transmission gear 48 is fixedly connected to the end of the lifting screw 42. The driving gear 411 is meshed with the transmission gear 48. The lifting slider 43 is threadedly connected to the lifting screw 42 and is located in the lifting slot. The first motor 31 is connected to the lifting slider 43. One end of the drill rod 32 is coaxially connected to the output shaft of the first motor 31. The other end of the drill rod 32 is detachably connected to the drill bit 33. The drill bit 33 can be selected according to the detection feedback. The model and size of the suitable model can be selected. When the lifting motor 41 is running, it drives the lifting screw 42 to rotate, thereby driving the lifting slider 43 to move up and down along the lifting slot, and the lifting slider 43 drives the first motor 31 and the drill rod 32 to move up and down synchronously; In order to make the lifting movement of the lifting slider 43 more stable, at least two lifting screws 42 are provided, and each two lifting screws 42 form a group. In this embodiment, two lifting screws 42 are provided. The end of each single lifting screw 42 is fixedly connected to a transmission wheel 46, and the two transmission wheels 46 are connected by a transmission belt 47; like Figure 1 and 2 As shown, the lifting slider 43 is provided with a mounting through hole 44 and a positioning hole 45. The positioning holes 45 are evenly arranged around the mounting through hole 44. In this embodiment, four positioning holes 45 are provided, and all four positioning holes 45 are connected to the mounting through hole 44. A first clamping plate 311 is fixed to the first motor 31. The mounting through hole 44 is used for mounting the first motor 31, and the positioning hole 45 is used for clamping the first clamping plate 311. This enables a detachable connection between the first motor 31 and the lifting slider 43.
[0026] like Figure 2 and 3As shown, the grouting assembly 5 includes a grouting box 51, a pressure pump and a grouting conduit 53. The grouting box 51 is placed on the frame 1, and the pressure pump (not shown in the figure) is arranged in the grouting box 51. A connecting hose 52 is connected to the pressure pump, one end of the grouting conduit 53 is connected to the connecting hose 52 through a flange, and the other end of the grouting conduit 53 extends into the roadbed for grouting. A second clamping plate 54 is fixedly connected to one end of the grouting conduit 53 connected to the connecting hose 52. When the grouting conduit 53 is connected to the lifting slider 43, the second clamping plate 54 is clamped into the positioning hole 45.
[0027] During construction, the first motor 31 is first connected to the lifting slider 43, and the drilling construction of the roadbed is realized through the coordinated operation of the lifting motor 41 and the first motor 31. The drilling depth is set according to the feedback of the ground penetrating radar. After drilling, the first motor 31 is separated and disassembled from the lifting slider 43. The construction personnel assemble and connect the second clamping plate 54 with the lifting slider 43 to realize the installation of the grouting conduit 53. The lifting and lowering movement of the lifting slider 43 drives the grouting conduit 53 to move. At the same time, the pressure pump is operated to realize the grouting repair and reinforcement in the hole.
[0028] like Figure 3 and 4 As shown, in order to facilitate monitoring and observing the road conditions during the grouting stage, the equipment also includes a horizontal stabilizer 6, which includes a connecting rod, a stabilizing plate 61 and a level detector. A sliding groove 12 is provided on the frame 1, and a matching rod 7 is slidably connected in the sliding groove 12. The stabilizing plate 61 is an annular plate, which is connected to one end of the connecting rod. The side of the stabilizing plate 61 away from the frame 1 is attached to the road surface, and the connecting rod and the stabilizing plate 61 are provided with a drill rod 32 or a grouting conduit 53. The level detector is built into the stabilizing plate 61, and the level detector is used to detect the arching of the road surface. A clamping block 66 is fixedly connected to one end of the connecting rod away from the stabilizing plate 61, and the clamping block 66 is clamped on the matching rod 7 to realize the installation connection of the connecting rod.
[0029] like Figure 1 and 4 As shown, the matching rod 7 and the detection plate 21 are connected by a connecting belt 8, and a matching pulley 11 is rotatably connected to the frame 1, and the connecting belt 8 abuts against the matching pulley 11. A magnetic block 1 is provided in the sliding groove 12, and a magnetic block 2 is provided at the end of the matching rod 7 and one end located in the sliding groove 12, and the magnetic block 1 is magnetically connected to the magnetic block 2. During the detection construction stage, the detection plate 21 is extended to facilitate the operation of the ground penetrating radar. After the positioning is completed, the construction personnel push the detection plate 21 to slide, driving the matching rod 7 to move along the sliding groove 12 until the magnetic block 1 and the magnetic block 2 are magnetically connected, and the matching rod 7 is fixed, thereby facilitating the subsequent installation of the connecting sleeve rod.
[0030] like Figure 4As shown, in order to make the height of the connecting sleeve rod suitable for various road conditions, the connecting sleeve rod is set to be retractable. The connecting sleeve rod includes a plurality of connecting ring plates 62, and each single connecting ring plate 62 is provided with a telescopic slide 63 and a telescopic clamping groove 64 along the axial direction. The telescopic clamping groove 64 is connected to the telescopic slide 63, and the telescopic clamping groove 64 is not coaxial with the telescopic slide 63. The telescopic clamping groove 64 is provided on the right side of the telescopic slide 63. A telescopic clamping block 65 is fixedly connected to each single connecting ring plate 62, and the telescopic clamping block 65 is clamped into the telescopic slide 63 of the adjacent connecting ring plate 62. The plurality of connecting ring plates 62 are connected in sequence, and the diameters of the plurality of connecting ring plates 62 are successively reduced along the axial direction. In this embodiment, the connecting ring plate 62 with the smallest diameter is fixedly connected to the stabilizing plate 61, and the clamping block 66 is provided on the connecting ring plate 62 with the largest diameter.
[0031] When in use, the construction worker lifts the connecting ring plate 62 with the largest diameter and rotates it to the left, driving the telescopic clamping block 65 to move along the telescopic slide groove 63 and move into the telescopic clamping groove 64. According to actual construction needs, it can be stopped after it is extended to the use height. After the construction is completed, when storing, the clamping block 66 is separated from the matching rod 7, and then the connecting ring plate 62 is rotated in the opposite direction, so that several connecting ring plates 62 are overlapped in sequence, and the smaller diameters are moved in sequence to the inside of the connecting ring plate 62 with the largest diameter to achieve storage.
[0032] After assembly, the stabilizing plate 61 fits the road surface, and the grouting conduit 53 is inserted into the hole. Under the action of the pressure pump, the slurry is poured into the hole to perform targeted repair and reinforcement on the roadbed or base. During the grouting process, the level detector in the stabilizing plate 61 always monitors the road surface arching. If the road surface arches and deforms during the construction process, the level detector immediately gives feedback, and the level detector model is selected according to the actual construction needs. After receiving the feedback, the construction personnel immediately suspend the construction and make adjustments to minimize the damage to the surrounding good roads during the construction process.
[0033] The implementation principle of a trenchless road repair grouting reinforcement device in the embodiment of the present application is: The device is driven to move on the road to be repaired by a traction device, and the ground penetrating radar detects and locates the roadbed or base layer. Then, the first motor 31 and the drill bit 33 are assembled and connected, and a small range of holes are drilled on the roadbed or base layer under the cooperation of the lifting motor 41 and the first motor 31. After the drilling is completed, the grouting conduit 53 is connected to the lifting slider 43 by the second clamping plate 54 to realize the trenchless grouting reinforcement construction.
[0034] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.
Claims
1. A trenchless road repair grouting reinforcement equipment, characterized in that: The invention comprises a frame (1), a detection component (2), a drilling component (3) and a grouting component (5), wherein the detection component (2) comprises a ground penetrating radar, the ground penetrating radar is arranged on the frame (1), and the ground penetrating radar is used to detect the soil conditions in the roadbed, the drilling component (3) comprises a first motor (31), a drill rod (32) and a lifting member (4), the first motor (31) is arranged on the frame (1), the drill rod (32) is connected to the output shaft of the first motor (31), and the drill rod (32) is connected to the output shaft of the first motor (31). A drill bit (33) is provided at the end of (32); the lifting member (4) is arranged on the frame (1); the lifting member (4) is used to control the lifting and lowering movement of the first motor (31); the grouting assembly (5) comprises a grouting box (51), a pressure pump and a grouting conduit (53); the grouting box (51) is arranged on the frame (1); the pressure pump is arranged in the grouting box (51); one end of the grouting conduit (53) is connected to the pressure pump; and the other end of the grouting conduit (53) extends into the roadbed.
2. A trenchless road repair grouting reinforcement device according to claim 1, characterized in that: The lifting member (4) comprises a lifting motor (41), a lifting screw (42) and a lifting slider (43); a lifting slot is provided on the frame (1); the lifting motor (41) is arranged on the frame (1); the lifting screw (42) is rotatably connected to the frame (1) and is located in the lifting slot; the axial direction of the lifting screw (42) is arranged along the gravity direction; the lifting motor (41) is used to drive the lifting screw (42) to rotate; the lifting slider (43) is threadedly connected to the lifting screw (42) and is located in the lifting slot; and the first motor (31) is arranged on the lifting slider (43).
3. A trenchless road repair grouting reinforcement device according to claim 2, characterized in that: At least two lifting screw rods (42) are provided, and each two lifting screw rods (42) form a group. A transmission wheel (46) is provided at the end of each single lifting screw rod (42), and the transmission wheels (46) in each group are connected by a transmission belt (47).
4. The trenchless road repair grouting reinforcement equipment according to claim 2 is characterized in that: The lifting slider (43) is provided with a mounting through hole (44) and a positioning hole (45), the positioning hole (45) being in communication with the mounting through hole (44), the first motor (31) being provided with a first clamping plate (311), the mounting through hole (44) being used for mounting the first motor (31), and the positioning hole (45) being used for clamping the first clamping plate (311).
5. The trenchless road repair grouting reinforcement equipment according to claim 4 is characterized in that: The grouting assembly (5) further comprises a connecting hose (52), one end of which is fixedly connected to the pressure pump, and the other end of which is connected to the grouting conduit (53); a second clamping plate (54) is provided at the end of the grouting conduit (53) connected to the connecting hose (52), and the positioning hole (45) is provided for the second clamping plate (54) to be clamped in.
6. The trenchless road repair grouting reinforcement equipment according to claim 1 is characterized by: The detection assembly (2) further comprises a detection plate (21), the detection plate (21) being slidably connected to the frame (1), and the ground penetrating radar is arranged on the detection plate (21).
7. The trenchless road repair grouting reinforcement equipment according to claim 1 is characterized by: The machine also comprises a horizontal stabilizing member (6), the horizontal stabilizing member (6) comprising a level detector and a stabilizing plate (61), the stabilizing plate (61) being arranged on the frame (1), the level detector being built into the stabilizing plate (61), the level detector being used to detect the bulging of the road surface, and the side of the stabilizing plate (61) away from the frame (1) being in contact with the road surface.
8. The trenchless road repair grouting reinforcement equipment according to claim 7, characterized in that: The horizontal stabilizing member (6) further comprises a connecting sleeve rod, the stabilizing plate (61) is fixedly connected to one end of the connecting sleeve rod, the stabilizing plate (61) is an annular plate, a drill rod (32) or a grouting conduit (53) is passed through the connecting sleeve rod and the stabilizing plate (61), a matching rod (7) is provided on the frame (1), and a clamping block (66) is provided at one end of the connecting sleeve rod away from the stabilizing plate (61), and the clamping block (66) is clamped on the matching rod (7).
9. The trenchless road repair grouting reinforcement equipment according to claim 8, characterized in that: The matching rod (7) and the detection plate (21) are connected via a connecting belt (8); a matching pulley (11) is rotatably connected to the frame (1); the connecting belt (8) abuts against the matching pulley (11); a sliding groove (12) for the matching rod (7) to slide is provided on the frame (1); a magnetic block 1 is provided in the sliding groove (12); a magnetic block 2 is provided at the end of the matching rod (7) and at one end located in the sliding groove (12); the magnetic block 1 is magnetically connected to the magnetic block 2.
10. The trenchless road repair grouting reinforcement equipment according to claim 8, characterized in that: The connecting sleeve rod comprises a plurality of connecting ring plates (62), each single connecting ring plate (62) is provided with a telescopic sliding groove (63) and a telescopic clamping groove (64) along the axial direction, the telescopic clamping groove (64) is communicated with the telescopic sliding groove (63), each single connecting ring plate (62) is provided with a telescopic clamping block (65), the telescopic clamping block (65) is clamped into the telescopic sliding groove (63) of the adjacent connecting ring plate (62), the plurality of connecting ring plates (62) are connected in sequence, and the diameters of the plurality of connecting ring plates (62) are reduced in sequence along the axial direction.