Intelligent equipment based on highway subgrade pavement reinforcement and reinforcement and control method thereof
Through intelligent equipment, the grouting data is automatically collected and adjusted, and the problem of manual slurry control is solved, achieving efficient and stable road surface repair effect.
Patent Information
- Application Number
- CN202510476504.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-04-16
- Publication Date
- 2025-08-15
AI Technical Summary
In the prior art, road surface repair operations rely on manual operations, are inefficient and difficult to effectively control the slurry flow and pressure, resulting in poor slurry accumulation and repair effects.
It adopts intelligent equipment for reinforcement and reinforcement based on road subgrade road surface, integrates slurry storage tanks, grouting pumps, slurry collection boxes and grouting components, and is equipped with pressure sensors, flow sensors and control boxes to realize automatic data acquisition and real-time adjustment of grouting pressure to ensure uniform and stable slurry.
The flow and pressure control of the grouting process is realized, the grouting quality and construction efficiency are improved, labor costs and safety hazards are reduced, and the operation process is simplified.
Smart Images

Figure CN120486223A_ABST
Abstract
Description
Technical Field
[0001] The present invention belongs to the technical field of road maintenance and construction equipment, and in particular relates to intelligent equipment for reinforcing highway subgrade and pavement and a control method thereof. Background Art
[0002] Pavement reinforcement refers to the measures taken to restore or improve the performance of the road surface, which decreases in surface performance and bearing capacity with age. When the structural condition or surface function of the road surface cannot meet the requirements of use, a reinforcement layer is added to the old road surface. With the rapid increase in traffic volume and axle load, the road is prone to varying degrees of damage in some locations after being run over by vehicles for a long time. Therefore, it is necessary to immediately reinforce and repair the cracked road surface to ensure road safety. When adding the reinforcement layer, mortar is generally injected into the inside of the crack through a pipe for filling. After the mortar overflows the road surface, a scraper is used to scrape the mortar on the top of the crack flat. At present, traditional pavement repair work often relies on manual operation, which has limited efficiency and may be inaccurate. Since the working environment of pavement repair is usually complex and changeable, including different types of road surfaces, traffic conditions and weather conditions, it is difficult for manual labor to carry out repair work in such a complex environment and faces challenges. The control ability of grouting equipment is not ideal, and the amount of slurry flowing out of the grouting equipment is difficult to effectively control, resulting in excessive outflow of slurry, which is prone to slurry accumulation and stratification, thus affecting the repair effect. Summary of the Invention
[0003] The purpose of the present invention is to provide an intelligent device for reinforcing and strengthening highway subgrade and pavement and a control method thereof. The present invention can automatically collect grouting data, analyze the collected data, and adjust the grouting pressure in real time, so that the grouting process can meet both flow control and pressure control, ensure the uniformity and stability of the slurry, and improve the grouting quality. In order to achieve the above purpose, the present invention adopts the following technical solutions:
[0004] According to one aspect of the present invention, an intelligent device for reinforcing a highway roadbed and pavement is provided, wherein the intelligent device for reinforcing a highway roadbed and a pavement includes a movable frame and a control box, wherein a slurry storage tank, a grouting pump, a slurry collection box and a grouting assembly are respectively arranged on the movable frame, the slurry storage tank is arranged on the rear end of the movable frame, the grouting assembly is arranged on the front end of the frame, the grouting pump and the slurry collection box are sequentially arranged on the movable frame between the slurry storage tank and the grouting assembly, the bottom discharge port of the slurry storage tank is connected with the feed end of the grouting pump through a first delivery pipe, the discharge end of the grouting pump is connected with the feed port of the slurry collection box through a second delivery pipe, the discharge port at the bottom end of the slurry collection box is connected with the grouting assembly through a hose, and a first pressure sensor and a plurality of slurry position sensors at different heights are respectively arranged in the slurry collection box. The first pressure sensor and the slurry position sensor are electrically connected to the control box respectively. A slurry return pipe connected to the return port of the slurry storage tank is provided on the slurry collection box and above the inlet of the slurry collection box. A first flow sensor is provided on the first delivery pipe. A second pressure sensor, a second flow sensor and a return pump are sequentially provided on the slurry return pipe between the slurry collection box and the return port of the slurry storage tank. A density sensor is provided on the slurry return pipe between the outlet end of the return pump and the return port of the slurry storage tank. The first flow sensor, the second pressure sensor, the second flow sensor and the density sensor are electrically connected to the control box respectively. A pressure control valve is provided on the slurry return pipe between the second pressure sensor and the second flow sensor, and the pressure control valve is electrically connected to the control box.
[0005] The above scheme is further preferred, and the grouting assembly includes a grouting support frame arranged on the front end of the movable frame and a vertical grouting pipe movably arranged on the grouting support frame, and a buffer slurry storage shell is provided at the top end of the vertical grouting pipe, and the discharge port at the bottom end of the slurry collection box is connected to the vertical grouting pipe through a hose and a buffer slurry storage shell, and a grouting nozzle is detachably connected to the lower end of the vertical grouting pipe.
[0006] The above scheme is further preferred, in that an upper fixed support plate, a sliding support plate and a lower fixed support plate are provided on the outer side wall of the grouting support frame from top to bottom, and a pair of sliding guide columns are respectively provided between the two ends of the upper fixed support plate and the two ends of the lower fixed support plate (504), and the two ends of the sliding support plate are respectively slidably provided on the sliding guide columns between the two ends of the upper fixed support plate and the two ends of the lower fixed support plate, and the buffer slurry storage shell is provided on the sliding support plate, and the upper end of the vertical grouting pipe is upwardly penetrated from the bottom of the sliding support plate and connected to the part of the buffer slurry storage shell, and the lower end of the vertical grouting pipe passes downwardly out of the lower fixed support plate, and lifting cylinders are respectively fixed in the vertical direction near the two ends of the upper fixed support plate, and the two ends of the sliding support plate are respectively connected to the output shafts of the lifting cylinders provided at the two ends of the upper fixed support plate.
[0007] The above scheme is further preferred, a sliding limit groove is provided on the surface of the sliding support plate and along the length direction, a sliding support platform is provided in the sliding limit groove, a pair of support guide rails are provided in the sliding limit groove for supporting the sliding support platform to slide in the length direction of the sliding limit groove, and a sliding limit channel opening parallel to the sliding limit groove is provided on the lower fixed support plate, and the lower end of the vertical grouting pipe extends downward from the sliding limit channel opening of the lower fixed support plate and passes through the lower fixed support plate.
[0008] The above solution is further preferred, wherein a buffer support is provided at the bottom of the buffer pulp storage shell, and the bottom of the buffer pulp storage shell is provided on the supporting sliding support platform through the buffer support.
[0009] The above solution is further preferred in that a horizontal driving cylinder is provided on the sliding support plate outside the edge of one end of the sliding limit groove, and the output shaft of the horizontal driving cylinder is drivingly connected to the end of the sliding support platform.
[0010] The above scheme is further preferred in that a threaded connection portion is provided at the lower end of the vertical grouting pipe, a fixed support ring is provided on the outer wall of the vertical grouting pipe above the threaded connection portion, and a distance sensor electrically connected to the control box is provided on the outer wall of the fixed support ring.
[0011] The above solution is further preferred in that a buffer spring sleeved on the outer wall of the vertical grouting pipe is provided on the surface of the fixed support ring, and a limiting support ring movably sleeved on the outer wall of the vertical grouting pipe is connected to the upper end of the buffer spring.
[0012] The above scheme is further preferred, and a boost port and a feeding port are respectively provided on the top of the slurry collection box, the boost port is connected to a boost pump through a boost pipe, a sealing cover is provided on the feeding port, a slurry filter is provided at the bottom end of the inner part of the slurry collection box, and a switch valve is provided on the slurry outlet at the bottom end of the slurry collection box.
[0013] According to another aspect of the present invention, the present invention provides a control method based on an intelligent device for reinforcing and strengthening highway subgrade and pavement, and the control method includes the following steps: feeding slurry into a slurry storage tank and stirring it evenly, moving a movable frame to the front of the construction position of the grouting port, adjusting the grouting nozzle of the grouting assembly to extend into the grouting hole, opening the switch valve, starting the grouting pump and transporting the slurry in the slurry storage tank to the slurry collection box, detecting the liquid level and pressure of the slurry input into the slurry collection box, starting the booster pump according to the liquid level and pressure, and allowing the concrete slurry in the slurry collection box to be quickly injected into the grouting hole through the hose, grouting pipe and grouting nozzle to reinforce the pavement gaps.
[0014] In summary, the present invention adopts the above technical solution, and the present invention has the following technical effects:
[0015] (1) The present invention can obtain grouting pressure, grouting volume, grouting density and grouting time in real time, and adjust the grouting pressure in real time, so that the grouting process can meet both flow control and pressure control, ensure the uniformity and stability of the slurry, improve the grouting quality, increase the accuracy, reliability and integration of the system during operation, simplify the operation process, and reduce power loss.
[0016] (1) The pavement reinforcement intelligent equipment of the present invention can automatically collect grouting data, analyze the collected data, and control the output. In addition, it can also be connected to the grouting recorder through a network communication through a control box to achieve remote access and real-time monitoring as well as modification of control parameters. It is suitable for grouting operations in various environments, avoiding quality problems and safety hazards caused by improper human operation, and reducing labor costs. BRIEF DESCRIPTION OF THE DRAWINGS
[0017] Figure 1 This is a schematic diagram of the overall structure of the intelligent equipment for reinforcing the roadbed and pavement of the present invention;
[0018] Figure 2 It is a schematic diagram of the installation structure of the grouting assembly of the present invention;
[0019] Figure 3 It is a schematic diagram of the overall structure of the grouting assembly of the present invention;
[0020] Figure 4 This is a schematic diagram of the overall installation structure of the vertical grouting pipe of the present invention;
[0021] In the accompanying drawings, a movable frame 1, a slurry storage tank 2, a grouting pump 3, a slurry collection box 4, a grouting assembly 5, a control box 10, a roller 11, a foldable support frame 12, a first feed pipe 20, a second feed pipe 21, a hose 22, a slurry return pipe 23, a stirring paddle 24, a stirring motor 25, a first pressure sensor 42, a slurry position sensor 43, a switch valve 44, a grouting port 100, a first flow sensor 200, a second pressure sensor 230, a second flow sensor 231, a return pump 232, a density sensor 233, a pressure control valve 234, a boost port 401, and a boost pipe 401a are provided. , feeding port 402, sealing cover 403, slurry filter 404, grouting support frame 500, vertical grouting pipe 501, grouting nozzle 5011, upper fixed support plate 502, sliding support plate 503, lower fixed support plate 504, sliding guide column 505, lifting and moving cylinder 506, sliding limit groove 5012, sliding support platform 5013, support guide rail 5014, sliding limit channel opening 5015, horizontal drive cylinder 5016, threaded connection part 501a, fixed support ring 501b, buffer spring 501c, limit support ring 501d, ranging sensor 501e. DETAILED DESCRIPTION
[0022] To make the objectives, technical solutions, and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and by way of preferred embodiments. However, it should be noted that many of the details listed in this specification are merely provided to help the reader gain a thorough understanding of one or more aspects of the present invention, and these aspects of the present invention can be practiced even without these specific details.
[0023] Combine Figure 1 and Figure 2As shown, according to the intelligent equipment for reinforcing and strengthening highway roadbed and pavement according to the present invention, the intelligent equipment for reinforcing and strengthening comprises a movable frame 1 and a control box 10, and a slurry storage tank 2, a grouting pump 3, a slurry collection box 4 and a grouting assembly 5 are respectively arranged on the movable frame 1, the slurry storage tank 2 is arranged on the rear end near the movable frame 1, and a roller 11 is arranged at the bottom of the movable frame 1, and an L-shaped foldable support frame 12 is arranged in the vertical direction at the rear end of the movable frame 1, and the foldable support frame 12 is folded toward one side of the slurry storage tank 2. The foldable support frame 12 is pushed to move by the foldable support frame 12, and the grouting assembly 5 is arranged on the front end of the frame 1, and the movable frame between the slurry storage tank 2 and the grouting assembly 5 is provided. 1 is sequentially provided with the grouting pump 3 and the slurry collection box 4, the bottom discharge port of the slurry storage tank 2 is communicated with the feed end of the grouting pump 3 through the first delivery pipe 20, the discharge end of the grouting pump 3 is communicated with the feed port of the slurry collection box 4 through the second delivery pipe 21, and the discharge port at the bottom end of the slurry collection box 4 is communicated with the grouting assembly 5 through the hose 22, and a first pressure sensor 42 and a plurality of slurry position sensors 43 at different heights are respectively provided in the slurry collection box 4, the first pressure sensor 42 and the slurry position sensor 43 are respectively electrically connected to the control box 10, and a slurry return pipe connected to the reflux port of the slurry storage tank 2 is provided on the slurry collection box 4 and above the feed port of the slurry collection box 4 23, a first flow sensor 200 is provided on the first delivery pipe 20, a second pressure sensor 230, a second flow sensor 231 and a reflux pump 232 are sequentially provided on the slurry return pipe 23 between the slurry collection box 4 and the reflux port of the slurry storage tank 2, a density sensor 233 is provided on the slurry return pipe 23 between the outlet end of the reflux pump 232 and the reflux port of the slurry storage tank 2, the first flow sensor 200, the second pressure sensor 230 and the second flow sensor 231 are electrically connected to the control box 10 respectively, and a PLC controller, a power supply module and a data communication module are provided in the control box 10, and the PLC controller communicates with the grouting recorder set at the remote end through the data communication module. The instrument is communicated with the PLC controller to transmit the real-time monitoring data of the grouting process to the grouting recorder for display and storage. The acquisition end of the PLC controller is electrically connected to the first pressure sensor 42, the slurry position sensor 43, the first flow sensor 200, the second pressure sensor 230, the second flow sensor 231 and the density sensor 233 respectively. In the present invention, a pressure control valve 234 is provided on the slurry return pipe 23 between the first pressure sensor 230 and the second flow sensor 231. The pressure control valve 234 is electrically connected to the control box 10. The first flow sensor 200 is used to detect the flow rate of the slurry flowing through the first delivery pipe 20 during the grouting process.The flow sensor has a working power supply of 220V AC, an output DC voltage signal of 4-20mA, and a measurement range of 0-150L / min. The pressure sensor has a working voltage of 24V DC, an output DC voltage signal of 4-20mA, and a measurement range of 0-20MPa. The density sensor 233 has a working voltage of DC-24V, an output DC voltage signal of 4-20mA, and a measurement range of 0-3g / cm. 3 During the grouting process, the pressure sensors, flow sensors, slurry position sensors, density sensors and other accessories on the reinforced smart devices are used to collect grouting pressure, flow, slurry density and slurry level in real time. Through real-time monitoring and data analysis, process information such as grouting pressure, grouting volume and slurry density can be accurately grasped, and grouting parameters can be adjusted in a timely manner to ensure grouting quality, improve construction efficiency and reduce operating costs.
[0024] In the present invention, Figure 1 and Figure 2 The grouting assembly 5 includes a grouting support frame 500 vertically arranged on the front end of the movable frame 1 and a vertical grouting pipe 501 movably arranged on the grouting support frame 500, and a buffer slurry storage shell 5010 is provided at the top of the vertical grouting pipe 501, and the discharge port at the bottom end of the slurry collection box 4 is connected with the vertical grouting pipe 501 through a hose 22 and a buffer slurry storage shell 5010, and a grouting nozzle 5011 is detachably connected to the lower end of the vertical grouting pipe 501; an upper fixed support plate 502, a sliding support plate 503 and a lower fixed support plate 504 are provided on the outer side wall of the grouting support frame 500 from top to bottom, and a pair of sliding guide columns 505 are respectively provided between the two ends of the upper fixed support plate 502 and the two ends of the lower fixed support plate 504, and the two ends of the sliding support plate 503 are respectively slidably provided between the two ends of the upper fixed support plate 502 and the two ends of the lower fixed support plate 504. On the guide column 505, the buffer slurry storage shell 5010 is arranged on the sliding support plate 503, and the upper end of the vertical grouting pipe 501 is upwardly penetrated from the bottom of the sliding support plate 503 and connected to the top of the buffer slurry storage shell 5010, and the lower end of the vertical grouting pipe 501 downwardly passes through the lower fixed support plate 504, and a lifting cylinder 506 is fixed in the vertical direction at both ends near the upper fixed support plate 502. The two ends of the sliding support plate 503 are respectively connected to the output shaft of the lifting cylinder 506 arranged at both ends of the upper fixed support plate 502; during the grouting operation, before the grouting nozzle 5011 injects slurry into the grouting port 100, the sliding support plate 503 is first pushed to move on the sliding guide column 505 by the lifting cylinder 506, so that the grouting nozzle 5011 extends into the grouting port 100, so that the opening position of the grouting nozzle 5011 and the grouting port 100 is maintained at a suitable distance.
[0025] In the present invention, Figure 2 and Figure 3 As shown, a sliding limit groove 5012 is provided on the surface of the sliding support plate 503 along the length direction, a sliding support platform 5013 is provided in the sliding limit groove 5012, a pair of support guide rails 5014 are provided in the sliding limit groove 5012 for supporting the sliding support platform 5013 to slide in the length direction of the sliding limit groove 5012, a sliding limit passage opening 5015 parallel to the sliding limit groove 5012 is provided on the lower fixed support plate 504, and the lower end of the vertical grouting pipe 501 is extended from the sliding limit of the lower fixed support plate 504. The channel opening 5015 extends downward and passes through the lower fixed support plate 504; a horizontal driving cylinder 5015 is provided on the sliding support plate 503 outside the edge of one end of the sliding limit groove 5012, and the output shaft of the horizontal driving cylinder 5015 is connected to the end of the sliding support platform 5013. The horizontal driving cylinder 5015 pushes the sliding support platform 5013 to move back and forth in the sliding limit groove 5012 and drives the buffer slurry storage shell 5010 and the vertical grouting pipe 501 to move back and forth together. During this process, the vertical grouting pipe 501 injects slurry into the grouting port 100.
[0026] In the present invention, Figure 3 and Figure 4 As shown, a buffer support 5010 is provided at the bottom of the buffer slurry storage shell 5010, and the bottom of the buffer slurry storage shell 5010 is provided on the supporting sliding support platform 5013 through the buffer support 5010. The buffer support 5010 is a spring or an annular buffer rubber pad (such as a tire). During the process of the slurry collection box 4 conveying the slurry to the buffer slurry storage shell 5010, due to the large impact pressure of the slurry and the pouring pressure of the slurry is buffered in the buffer slurry storage shell 5010, the buffer slurry storage shell 5010 can start the buffering effect under the support of the buffer support 5010, and the buffer slurry storage shell 5010 can also achieve micro-oscillation buffering through inertia during the back-and-forth movement with the sliding support platform 5013, so that the slurry inside the buffer slurry storage shell 5010 is shaken as a whole, and the slurry density is more uniform.
[0027] like Figure 3 and Figure 4As shown, a threaded connection portion 501a is provided at the lower end of the vertical grouting pipe 501, and the lower end of the threaded connection portion 501a is threadedly connected to the inner wall of the top connection portion of the grouting nozzle 5011, and a fixed support ring 501b is provided on the outer wall of the vertical grouting pipe 501 above the threaded connection portion 501a. A distance sensor 501e electrically connected to the control box 10 is provided on the outer wall of the fixed support ring 501b; the lifting cylinder 506 pushes the sliding support plate 503 to move on the sliding guide column 505, driving the buffer slurry storage shell 5010 and the sliding support platform 5013 on the sliding support plate 503 to move up and down, and at the same time driving the vertical grouting pipe 501 moves up and down accordingly. During the upward movement of the vertical grouting pipe 501, the fixed support ring 501b touches the lower surface of the lower fixed support plate 504, thereby preventing the vertical grouting pipe 501 from moving further upward, so that the opening position of the grouting nozzle 5011 and the grouting port 100 can be quickly adjusted to maintain a suitable distance position, and the distance is monitored by the distance sensor 501e. In addition, during the process of the grouting nozzle 5011 injecting slurry into the grouting port 100 for reinforcement, the distance sensor 501e is used to detect the relative distance of the liquid level rise, and transmit the data of the relative liquid level rise to the PLC controller to control the grouting pump 3 to perform grouting operation.
[0028] In the present invention, Figure 3 and Figure 4 As shown, a buffer spring 501c is provided on the surface of the fixed support ring 501b and is sleeved on the outer wall of the vertical grouting pipe 501. A limit support ring 501d that is movably sleeved on the outer wall of the vertical grouting pipe 501 is connected to the upper end of the buffer spring 501c. During the process of the lifting and moving cylinder 506 pushing the sliding support plate 503 to move on the sliding guide column 505, the limit support ring 501d touches the lower surface of the lower fixed support plate 504, so that the limit support ring 501d slides relative to the sliding guide column 505 and squeezes the buffer spring 501c, so that the limit support ring 501d touches the lower surface of the lower fixed support plate 504 to restrict the vertical grouting pipe 501 from moving upward, thereby being effectively buffered.
[0029] In the present invention, Figure 1 and Figure 2As shown, a boost port 401 and a feeding port 402 are respectively provided on the top of the slurry collection box 4, the boost port 401 is connected to the boost pump 6 through a boost pipe, a sealing cover 403 is provided on the feeding port 41, and a slurry filter 404 is provided at the bottom end of the interior of the slurry collection box 4, the slurry filter 404 is used to filter larger particles in the slurry, and the boost pipe 401a extending from the boost port 401 into the slurry collection box 4 extends under the slurry filter 404, and the high-pressure airflow generated by the boost pump 6 stirs the concrete slurry in the slurry collection box 4 through the boost pipe 401a and increases the internal pressure, thereby increasing the grouting pressure of the slurry ejected from the straight grouting pipe 501 at the bottom end of the slurry collection box 4, and a switch valve 44 is provided on the slurry outlet at the bottom end of the slurry collection box 4; water can be added to the feeding port 402 to slurry the slurry collection box 4 After cleaning or mixing the additive mixture with the concrete reward through the feeding port, the sealing cover 403 tightly seals the feeding port 402, and the pressure can be increased to the slurry collection box 4 through the booster pump 6, so that the slurry flow in the slurry collection box 4 can be rapidly increased, and the slurry flow speed in the hose 22 is accelerated, and the pressure of the slurry sprayed out of the vertical grouting pipe 501 is increased, thereby increasing the pressure during pouring and strengthening, accelerating the speed of spraying and strengthening, improving work efficiency and strengthening quality. During the roadside strengthening and reinforcement operation, the switch valve 44 at the bottom of the slurry collection box 4 is opened, and the booster pump 6 is immediately started to transport the slurry to the slurry collection box 4, and the stirring motor 25 at the top of the slurry storage tank 2 drives the mixing paddle 24 to stir the slurry in the slurry storage tank 2, and then the slurry sprayed out from the grouting nozzle 5011 connected to the outlet of the straight grouting pipe 501 is used for reinforcement.
[0030] Combine Figures 1 to 4The grouting control process of the intelligent equipment for reinforcing and strengthening highway roadbed and pavement of the present invention is as follows: slurry is fed into the slurry storage tank 2 and stirred evenly, the movable frame 1 is moved to the front of the construction position of the grouting port 100, the grouting nozzle 5011 of the grouting assembly 5 is adjusted to extend into the grouting hole 10, the switch valve 44 is opened, the grouting pump 3 is started, and the slurry in the slurry storage tank 2 is transported to the slurry collection box 4, the liquid level and pressure of the slurry input into the slurry collection box 4 are detected and sent to the PLC controller provided in the control box 10 for judgment and analysis, and the booster pump 6 is started according to the liquid level and pressure, so that the concrete slurry in the slurry collection box 4 is quickly injected into the grouting hole 10 through the hose 22, the grouting pipe 501 and the grouting nozzle 5011, and the pavement gap is reinforced with grouting reinforcement operation; more specifically: the slurry is fed into the grouting tank 2 and the grouting nozzle 5011 is adjusted to extend into the grouting hole 10, and the switch valve 44 is opened, the grouting pump 3 is started, and the slurry in the slurry storage tank 2 is transported to the slurry collection box 4, and the liquid level and pressure of the slurry input into the slurry collection box 4 are detected and sent to the PLC controller provided in the control box 10 for judgment and analysis, and the booster pump 6 is started according to the liquid level and pressure, so that the concrete slurry in the slurry collection box 4 is quickly injected into the grouting hole 10 through the hose 22, the grouting pipe 501 and When transported to the slurry collection box 4, the slurry position sensors 43 at different positions continuously detect the first liquid level height and the second liquid level height of the slurry sent into the slurry collection box 4. When the first liquid level height is within the preset height range, the booster pump 6 is started to increase the pressure in the slurry collection box 4 so that the slurry is pressurized and grouting is performed through the hose 22, the grouting pipe 501 and the grouting nozzle 5011. At the same time, the first pressure in the slurry collection box 4 is obtained and judged by the first pressure sensor 42 and the duration of the first pressure is recorded. When the grouting pressure reaches the required pressure for a specified time, the slurry height in the grouting port 100 detected by the distance measuring sensor 501e is used to judge whether the grouting hole is full. If it is full, the grouting pump 3 and the booster pump 6 are stopped in turn, and the grouting is stopped. If it is not full, the operating power of the grouting pump 3 is adjusted to increase the slurry.
[0031] In an embodiment of the present invention, if the first pressure is greater than the preset pressure, the power of the grouting pump 3 is adjusted to reduce the amount of slurry sent into the slurry collection box 4, thereby achieving the purpose of accurately adjusting the slurry delivery flow rate; if the second liquid level is greater than the preset height range of 15%-20%, the return pump 232 is started to extract the excess slurry in the slurry collection box 4 and return it to the slurry storage tank 2, and the density sensor 233 is used to detect whether the density of the slurry is greater than the preset slurry density. If it is greater than the preset slurry density, the water-cement ratio of the slurry is adjusted, thereby providing a basis for dynamic adjustment of the water-cement wall of the slurry, and the second pressure in the slurry return pipe 23 is detected by the second pressure sensor 230, and the second slurry flow in the slurry return pipe 23 is detected by the second flow sensor 231, and the size of the pressure control valve 234 is adjusted according to the second pressure and the second slurry flow, thereby adjusting the grouting pressure, thereby avoiding damage to the injection tank propeller pump and the booster pump.
[0032] In the present invention, the pressure is controlled by setting the grouting pressure range to the PLC controller. During the reinforcement grouting reinforcement process, the first slurry flow of the slurry flowing through the first feed pipe 20 is detected by the first flow sensor 200. The operating power of the entire grouting pump 3 is adjusted according to the real-time monitoring and collection of the first slurry flow and the first pressure during grouting, so that the grouting pressure is controlled between 0.2Mpa and 0.6Mpa. In this way, the changes in grouting pressure and grouting flow can be timely understood by obtaining the grouting pressure and grouting volume in real time; the operating power of the grouting pump 3 can be adjusted in time to maintain the stability of the grouting pressure to the greatest extent. After the grouting reinforcement is completed, the processing equipment moves the reinforcement intelligent equipment to scrape the surface of the injected slurry flat, so that the slurry is flush with the road surface, and the grouting treatment is smoother and more beautiful.
[0033] The above is only a preferred embodiment of the present invention. It should be pointed out that for ordinary technicians in this technical field, several improvements and modifications can be made without departing from the principles of the present invention. These improvements and modifications should also be regarded as within the scope of protection of the present invention.
Claims
1. Based on the intelligent equipment for reinforcing the roadbed and pavement of a highway, the intelligent equipment for reinforcing the roadbed and pavement comprises a movable frame (1) and a control box (10), and is characterized in that: A slurry storage tank (2), a grouting pump (3), a slurry collection box (4) and a grouting assembly (5) are respectively arranged on the movable frame (1); the slurry storage tank (2) is arranged on the rear end of the movable frame (1); the grouting assembly (5) is arranged on the front end of the frame (1); the grouting pump (3) and the slurry collection box (4) are sequentially arranged on the movable frame (1) between the slurry storage tank (2) and the grouting assembly (5); the bottom discharge port of the slurry storage tank (2) is connected to the grouting pump (3) through the first feed pipe (20). The feed end is connected, the discharge end of the grouting pump (3) is connected to the feed port of the slurry collection box (4) through the second feed pipe (21), and the discharge port at the bottom end of the slurry collection box (4) is connected to the grouting assembly (5) through a hose (22). A first pressure sensor (42) and a plurality of slurry position sensors (43) at different heights are respectively provided in the slurry collection box (4). The first pressure sensor (42) and the slurry position sensor (43) are respectively electrically connected to the control box (10). ) and is located above the feed inlet of the slurry collection box (4), a slurry return pipe (23) is provided which is in communication with the return port of the slurry storage tank (2); a first flow sensor (200) is provided on the first delivery pipe (20); a second pressure sensor (230), a second flow sensor (231) and a return pump (232) are provided in sequence on the slurry return pipe (23) between the slurry collection box (4) and the return port of the slurry storage tank (2); an outlet end of the return pump (232) is connected to the return port of the slurry storage tank (2); A density sensor (233) is provided on the slurry return pipe (23) between the ports, and the first flow sensor (200), the second pressure sensor (230), the second flow sensor (231) and the density sensor (233) are electrically connected to the control box (10) respectively; a pressure control valve (234) is provided on the slurry return pipe (23) between the second pressure sensor (230) and the second flow sensor (231), and the pressure control valve (234) is electrically connected to the control box (10).
2. A wind turbine hybrid tower structure according to claim 1, characterized in that: The grouting assembly (5) comprises a grouting support frame (500) arranged on the front end of the movable frame (1) and a vertical grouting pipe (501) movably arranged on the grouting support frame (500); a buffer slurry storage shell (5010) is provided at the top end of the vertical grouting pipe (501); the discharge port at the bottom end of the slurry collection box (4) is connected to the vertical grouting pipe (501) through a hose (22) and the buffer slurry storage shell (5010); and a grouting nozzle (5011) is detachably connected to the lower end of the vertical grouting pipe (501).
3. The intelligent device for reinforcing roadbed and pavement according to claim 2 is characterized in that: An upper fixed support plate (502), a sliding support plate (503) and a lower fixed support plate (504) are provided on the outer side wall of the grouting support frame (500) from top to bottom. A pair of sliding guide columns (505) are provided between the two ends of the upper fixed support plate (502) and the two ends of the lower fixed support plate (504). The two ends of the sliding support plate (503) are respectively slidably provided on the sliding guide columns (505) between the two ends of the upper fixed support plate (502) and the two ends of the lower fixed support plate (504). The buffer slurry storage shell (5010) The vertical grouting pipe (501) is arranged on the sliding support plate (503), and the upper end of the vertical grouting pipe (501) is connected to the top of the buffer slurry storage shell (5010) by passing through the bottom of the sliding support plate (503) upwards, and the lower end of the vertical grouting pipe (501) passes through the lower fixed support plate (504) downwards. A lifting cylinder (506) is fixed in the vertical direction at both ends close to the upper fixed support plate (502), and the two ends of the sliding support plate (503) are respectively connected to the output shafts of the lifting cylinder (506) arranged at both ends of the upper fixed support plate (502).
4. The intelligent device for reinforcing roadbed and pavement according to claim 3 is characterized in that: A sliding limit groove (5012) is provided on the surface of the sliding support plate (503) along the length direction, a sliding support platform (5013) is provided in the sliding limit groove (5012), a pair of support guide rails (5014) are provided in the sliding limit groove (5012) for supporting the sliding support platform (5013) to slide in the length direction in the sliding limit groove (5012), a sliding limit channel opening (5015) parallel to the sliding limit groove (5012) is provided on the lower fixed support plate (504), and the lower end of the vertical grouting pipe (501) extends downward from the sliding limit channel opening (5015) of the lower fixed support plate (504) and passes through the lower fixed support plate (504).
5. The intelligent device for reinforcing highway subgrade and pavement according to claim 3 is characterized in that: The bottom of the buffer pulp storage shell (5010) is provided with a buffer support (5010), and the bottom of the buffer pulp storage shell (5010) is provided on the supporting sliding support platform (5013) through the buffer support (5010), and the buffer support (5010) is a spring or an annular buffer rubber pad.
6. The intelligent device for reinforcing the roadbed and pavement according to claim 4 is characterized in that: A horizontal driving cylinder (5016) is provided on the sliding support plate (503) outside one end edge of the sliding limit groove (5012), and the output shaft of the horizontal driving cylinder (5016) is drivingly connected to the end of the sliding support platform (5013).
7. The intelligent device for reinforcing highway subgrade and pavement according to claim 3 or 4, characterized in that: A threaded connection portion (501a) is provided at the lower end of the vertical grouting pipe (501), a fixed support ring (501b) is provided on the outer wall of the vertical grouting pipe (501) above the threaded connection portion (501a), and a distance sensor (501e) electrically connected to the control box (10) is provided on the outer wall of the fixed support ring (501b).
8. The intelligent device for reinforcing highway subgrade and pavement according to claim 7 is characterized in that: A buffer spring (501c) sleeved on the outer wall of the vertical grouting pipe (501) is provided on the surface of the fixed support ring (501b), and a limiting support ring (501d) movably sleeved on the outer wall of the vertical grouting pipe (501) is connected to the upper end of the buffer spring (501c).
9. The intelligent device for reinforcing highway subgrade and pavement according to claim 1 is characterized in that: A boost port (401) and a feeding port (402) are provided at the top of the slurry collection box (4), the boost port (401) is connected to a boost pump (6) via a boost pipe, a sealing cover (403) is provided on the feeding port (402), a slurry filter (404) is provided at the bottom end of the interior of the slurry collection box (4), and a switch valve (44) is provided on the slurry outlet at the bottom end of the slurry collection box (4).
10. The control method based on the intelligent device for reinforcing the roadbed and pavement according to any one of claims 1 to 9, characterized in that: Slurry is fed into the slurry storage tank (2) and stirred evenly, the movable frame (1) is moved to the front of the construction position of the grouting port (100), the grouting nozzle (5011) of the grouting assembly (5) is adjusted to extend into the grouting hole (10), the switch valve (44) is opened, the grouting pump (3) is started, and the slurry in the slurry storage tank (2) is transported to the slurry collection box (4), the liquid level and pressure of the slurry input into the slurry collection box (4) are detected, and the booster pump (6) is started according to the liquid level and pressure, so that the concrete slurry in the slurry collection box (4) is quickly injected into the grouting hole (10) through the hose (22), the grouting pipe (501) and the grouting nozzle (5011), so as to strengthen the road surface gap by grouting.