Crane track system with settlement deformation monitoring and adjusting functions

Abstract

The invention relates to the technical field of crane rails, and discloses a crane rail system with settlement deformation monitoring and adjusting functions, which comprises a casting base, a rail part mounted on the casting base and used for advancing of a crane and mounting of a monitoring system, and a deformation monitoring part mounted on the rail part and used for monitoring settlement deformation of the crane. The deformation monitoring part is used for monitoring the deformation degree of the crane track in the horizontal axial direction and the vertical axial direction in real time, the settlement monitoring part is installed on the deformation monitoring part, efficient and accurate monitoring and integrated multi-component cooperative monitoring are adopted, and the deformation monitoring part and the settlement monitoring part can comprehensively monitor the deformation and settlement conditions of the track in real time; the pressure sensor, the distance sensor, the angle sensor and the like are matched with one another, so that the defect of manual operation of a traditional level gauge and a total station is overcome, dynamic deformation data can be continuously captured when the crane runs, the problem that a single sensor is easily interfered by the environment is avoided, the monitoring precision and efficiency are improved, and the labor cost is reduced.

Description

Technical Field

[0001] The invention relates to the technical field of crane rails, and in particular to a crane rail system with settlement deformation monitoring and adjustment functions. Background Art

[0002] Large cranes are key equipment in industrial production, port transportation and other fields. The performance of their track fixing systems plays a decisive role in the safe and stable operation of cranes. In practical applications, the existing crane track fixing systems have exposed many problems, mainly concentrated in the aspects of elevation changes and settlement deformation.

[0003] At present, during the construction and use of large crane tracks, the on-site elevation changes are inconsistent with the design, resulting in the inability to install and use the crane normally. During the construction of the track foundation, due to insufficient accuracy in civil construction, the foundation elevation is often lower than the design requirement. In this case, the elevation needs to be adjusted before the track fixing system is installed, otherwise the requirements for crane installation and use cannot be met.

[0004] After the crane was installed and put into use for a period of time, the uneven settlement of the site caused the deformation and settlement of the track foundation, making the crane unable to operate normally. Traditional level and total station measurements require manual operation and cannot be monitored in real time and continuously. It is difficult to fully capture the dynamic deformation data of the track when the crane is running. Although the settlement sensor can realize automatic monitoring, a single sensor is easily affected by the environment, and the data accuracy and reliability are limited. Therefore, a crane track system with settlement deformation monitoring and adjustment functions is proposed to solve the above problems. Summary of the invention

[0005] 1. Technical issues to be resolved In view of the shortcomings of the prior art, the present invention provides a crane rail system with settlement deformation monitoring and adjustment functions, which solves the problem that the existing equipment has low monitoring efficiency of crane rail settlement deformation, and the sensor equipment is easily affected by environmental interference, which reduces the monitoring accuracy and thus increases labor costs.

[0006] (II) Technical solution To achieve the above-mentioned objectives, the present invention provides the following technical solutions: a crane rail system with settlement deformation monitoring and adjustment functions, comprising a casting base, a rail portion installed on the casting base, used for crane travel and installation monitoring system, a deformation monitoring portion installed on the rail portion, used for real-time monitoring of the deformation degree of the crane rail in the horizontal and vertical axes, a settlement monitoring portion installed on the deformation monitoring portion, used for real-time monitoring of the settlement deformation degree of the crane rail, a braking portion installed on the side of the deformation monitoring portion, and automatically braking the monitoring system after exceeding the settlement deformation warning threshold, a concrete foundation arranged below the casting base, and a height adjustment portion arranged in the concrete foundation, used for pre-adjusting the height of the crane rail at the construction site.

[0007] Preferably, the track portion includes a steel rail, a guide groove is provided in the middle of the top of the steel rail, the bottom of the steel rail is fixedly connected to a rail bottom pad, four rail pressure plates are symmetrically installed on the top of the casting base, the inner wall of each rail pressure plate is fixedly connected to a rail angle pad, the four rail pressure plates are connected to the rail corners on both sides of the steel rail through the rail angle pads, the steel rail is connected to the casting base through the rail bottom pad, and brake belts are fixedly connected to both sides of the top of the casting base.

[0008] Preferably, the deformation monitoring part includes a support plate, both sides of the support plate are fixedly connected with hangers, both ends of the hanger are fixedly connected with supports, the sides of the two supports close to each other are grooved, motors are installed on the tops of the two supports, and traveling wheels are provided on the inner walls of the two grooves. The output shafts of the two motors are movably inserted through the grooves, and the two traveling wheels are fixedly connected to the output shafts of the two motors through rotating shafts, respectively. Pressure sensors are installed on the sides of the two supports close to each other, and a guide wheel is rotatably connected in the middle of the support plate. Push button switches and distance sensors are installed on the sides of the two supports away from each other, and a control panel is installed on the top of the support plate.

[0009] Preferably, each of the motors is electrically connected to the button switch on the same side, the two motors and the two distance sensors are electrically connected to the control panel, the guide wheel is attached to the inner wall of the guide groove, the two traveling wheels are attached to the inner arc surfaces on both sides of the rail, two support blocks are symmetrically installed at the bottom of the support plate, the inner arc surfaces of the two support blocks are attached to the outer arc surfaces on both sides of the rail, the two pressure sensors are electrically connected to the control panel, and the two pressure sensors are attached to both sides of the rail.

[0010] Preferably, the settlement monitoring part includes two obtuse-angle frames, the two obtuse-angle frames are fixedly connected to one side of the support plate, a pendulum is rotatably connected between the ends of the two obtuse-angle frames, an angle sensor is installed on the rotating shaft of the pendulum, the angle sensor is electrically connected to the control panel, a baffle is fixedly connected to the two obtuse-angle frames, a U-shaped frame is fixedly connected to the side wall of the baffle, a sliding plate is slidably connected to the inner wall of the U-shaped frame, a spring is elastically connected between the sliding plate and the U-shaped frame, the end of the sliding plate is an arc structure and slides through the baffle, hooks are fixedly connected on both sides of the sliding plate, sliding holes are opened at both ear ends of the U-shaped frame, the two hooks slide through the two sliding holes respectively and fit on the side wall of the baffle, and the two hooks are L-shaped structures.

[0011] Preferably, the braking part includes a rod sleeve, which is fixedly connected to one side of the support and located above the button switch, the top of the rod sleeve is fixedly connected to the bracket, the inner wall of the rod sleeve is slidably connected to the brake rod, a spring 2 is elastically connected between the top of the brake rod and the top of the inner wall of the bracket, a pull rope is fixedly connected to the top center of the brake rod, and the movable end of the pull rope movably passes through the top center of the bracket and extends.

[0012] Preferably, there are two braking parts, the other braking part is installed on the other side wall of the support, the two braking parts are symmetrically arranged with each other, the extending ends of the two pull ropes are fastened with live buckles, the two pull ropes are respectively mounted on two hooks through live buckles, the bottom ends of the two brake rods are conical structures, and the conical surfaces of the two brake rods are respectively in contact with the button switches adjacent to themselves.

[0013] Preferably, the height adjustment part includes an injection cylinder, two connecting arms are fixedly connected to the inner wall of the cylinder mouth of the injection cylinder, a ring is fixedly connected between the two connecting arms, a height adjustment rod is slidably connected to the inner walls of the two rings, a gasket is fixedly connected to the top of the height adjustment rod, and a spring three is elastically connected between the bottom end of the height adjustment rod and the bottom of the inner wall of the injection cylinder.

[0014] Preferably, there are four height-adjusting parts, and the four height-adjusting parts are all arranged in the concrete foundation, and the four pouring cylinders are all fixedly connected to the inner bottom of the concrete foundation.

[0015] Preferably, the tops of the four gaskets are fixedly connected with embedded plates, the top of the concrete foundation is preset with embedded holes, the embedded plates are slidably arranged between the embedded holes, and the embedded plates are fixedly connected to the casting base.

[0016] (III) Beneficial effects Compared with the prior art, the present invention provides a crane rail system with settlement deformation monitoring and adjustment functions, which has the following beneficial effects: 1. The crane track system with settlement and deformation monitoring adopts efficient and accurate monitoring and integrated multi-component collaborative monitoring. The deformation monitoring unit and the settlement monitoring unit can monitor the track deformation and settlement in real time and comprehensively. The pressure sensors, distance sensors and angle sensors cooperate with each other to make up for the shortcomings of manual operation of traditional levels and total stations. It can continuously capture dynamic deformation data when the crane is running, and avoids the problem that a single sensor is easily affected by environmental interference, thereby improving monitoring accuracy and efficiency and reducing labor costs.

[0017] 2. The crane track system with settlement deformation monitoring adopts real-time automatic early warning braking. The braking part works together with the settlement monitoring part. Once the track settlement deformation exceeds the warning threshold, it can automatically trigger the braking mechanism. Through components such as pull ropes, brake rods and button switches, the motor power supply is quickly cut off to stop the travel wheel from rotating, effectively preventing safety accidents caused by track settlement deformation and ensuring the safe operation of the crane.

[0018] 3. The crane track system with settlement deformation monitoring adopts flexible height adjustment standards during the construction phase. The height adjustment part plays a key role in the construction phase. By adjusting the position of the height adjustment rod in the ring and using the elastic support of spring three to change the track height, the foundation elevation deviation caused by civil construction is compensated. Compared with traditional methods, the operation is simpler and more flexible, and can accurately meet the design elevation requirements, thereby improving construction quality and efficiency.

[0019] 4. The crane track system with settlement and deformation monitoring adopts multiple methods to coordinate and ensure the stability of the track. The track part uses components such as rail bottom pads, rail pressure plates and rail angle pads to tightly connect the rails with the casting base, thereby enhancing the stability of the track structure. The deformation monitoring part and the settlement monitoring part move automatically on the empty track, as well as move synchronously during the operation of the crane, thus realizing automatic monitoring of track data under unmanned supervision, reducing labor costs and increasing monitoring efficiency. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 This is a schematic diagram of the overall structure of a crane rail system with settlement deformation monitoring and adjustment functions proposed by the present invention; Figure 2 This is a structural schematic diagram of a track portion of a crane track system with settlement deformation monitoring and adjustment functions proposed by the present invention; Figure 3 A connection diagram of a deformation monitoring unit and a settlement monitoring unit of a crane rail system with settlement deformation monitoring and adjustment functions proposed by the present invention; Figure 4 This is a structural schematic diagram of a deformation monitoring unit of a crane rail system with settlement deformation monitoring and adjustment functions proposed by the present invention; Figure 5This is a structural schematic diagram of a settlement monitoring unit of a crane rail system with settlement deformation monitoring and adjustment functions proposed by the present invention; Figure 6 A crane rail system with settlement deformation monitoring and adjustment functions proposed by the present invention Figure 3 A magnified view of middle; Figure 7 This is a structural schematic diagram of a crane rail system height adjustment part and embedded plate with settlement deformation monitoring and adjustment functions proposed by the present invention; Figure 8 This is a structural schematic diagram of a crane rail system height adjustment part with settlement deformation monitoring and adjustment functions proposed by the present invention.

[0021] In the figure: 1, casting base; 2, track part; 21, rail; 22, guide groove; 23, rail bottom pad; 24, rail pressure plate; 25, rail angle pad; 26, brake belt; 3, deformation monitoring part; 31, support plate; 32, hanger; 33, support; 34, motor; 35, travel wheel; 36, pressure sensor; 37, guide wheel; 38, button switch; 39, distance sensor; 310, control panel; 4, settlement monitoring part; 41, blunt Angle bracket; 42. Pendulum; 43. Angle sensor; 44. Baffle; 45. U-shaped frame; 46. Sliding plate; 47. Spring one; 48. Hook; 49. Sliding hole; 5. Braking part; 51. Rod sleeve; 52. Brake bracket; 53. Braking rod; 54. Spring two; 55. Pull rope; 6. Concrete foundation; 7. Height adjustment part; 71. Pouring cylinder; 72. Connecting arm; 73. Ring; 74. Height adjustment rod; 75. Gasket; 76. Spring three; 8. Embedded plate. DETAILED DESCRIPTION

[0022] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0023] See also Figure 1-8The present invention provides a technical solution: a crane rail system with settlement deformation monitoring and adjustment functions, including a casting base 1. The rail part 2 in this case is installed on the casting base 1, which is used for crane travel and installation monitoring system. The deformation monitoring part 3 in this case is installed on the rail part 2, which is used for real-time monitoring of the deformation degree of the crane rail in the horizontal and vertical axes. The settlement monitoring part 4 in this case is installed on the deformation monitoring part 3, which is used for real-time monitoring of the settlement deformation degree of the crane rail. The braking part 5 in this case is installed on the side of the deformation monitoring part 3, and the automatic braking monitoring system is activated after exceeding the settlement deformation warning threshold. The concrete foundation 6 is arranged below the casting base 1. The height adjustment part 7 in this case is arranged in the concrete foundation 6, which is used for pre-adjusting the height of the crane rail at the construction site.

[0024] In the present invention, in order to make the crane track more closely adapt to the installation monitoring system, the track part 2 in this case includes a steel rail 21, a guide groove 22 is opened in the middle of the top of the steel rail 21, and the bottom of the steel rail 21 is fixedly connected to a rail bottom pad 23. Four track pressure plates 24 are symmetrically installed on the top of the casting base 1, and the inner wall of each track pressure plate 24 is fixedly connected to a rail angle pad 25. The four track pressure plates 24 are connected to the rail angles on both sides of the steel rail 21 through the rail angle pads 25. The steel rail 21 is connected to the casting base 1 through the rail bottom pad 23. Braking belts 26 are fixedly connected to both sides of the top of the casting base 1. The brake belts 26 are made of rubber material and have high friction.

[0025] In order to monitor in real time during the operation of the crane and automatically monitor the deformation data of the entire track in the shutdown state, the deformation monitoring part 3 of this case includes a support plate 31, and the two sides of the support plate 31 are fixedly connected with hangers 32, and the two ends of the hanger 32 are fixedly connected with supports 33. The sides of the two supports 33 close to each other are slotted, and motors 34 are installed on the tops of the two supports 33. Traveling wheels 35 are provided on the inner walls of the two slots. The output shafts of the two motors 34 are respectively movable through the slots. The two traveling wheels 35 are respectively fixedly connected to the output shafts of the two motors 34 through rotating shafts. Pressure sensors 36 are installed on the sides of the two supports 33 close to each other. The pressure sensor 36 adopts the hx711ad module. The middle of the support plate 31 is rotatably connected with a guide wheel. 37. A button switch 38 and a distance sensor 39 are installed on the side away from each other of the two supports 33. The distance sensor 39 adopts FLR-1000-UI. A control panel 310 is installed on the top of the support plate 31. Each motor 34 is electrically connected to the button switch 38 on the same side. The two motors 34 and the two distance sensors 39 are electrically connected to the control panel 310. The guide wheel 37 is attached to the inner wall of the guide groove 22. The two traveling wheels 35 are attached to the inner arc surfaces on both sides of the rail 21 respectively. Two support blocks are symmetrically installed at the bottom of the support plate 31. The inner arc surfaces of the two support blocks are attached to the outer arc surfaces on both sides of the rail 21. The two pressure sensors 36 are electrically connected to the control panel 310. The two pressure sensors 36 are attached to both sides of the rail 21 respectively.

[0026] In this embodiment, in order to monitor the settlement data of the entire track automatically during the operation of the crane in real time and in the shutdown state, the settlement monitoring unit 4 of this case includes two obtuse angle frames 41, the two obtuse angle frames 41 are fixedly connected to one side of the support plate 31, and a pendulum 42 is rotatably connected between the ends of the two obtuse angle frames 41. An angle sensor 43 is installed on the rotating shaft of the pendulum 42. The angle sensor 43 adopts vta68k08. The angle sensor 43 is electrically connected to the control panel 310. The two obtuse angle frames 41 are fixed. A baffle 44 is connected, a U-shaped frame 45 is fixedly connected to the side wall of the baffle 44, a sliding plate 46 is slidably connected to the inner wall of the U-shaped frame 45, a spring 47 is elastically connected between the sliding plate 46 and the U-shaped frame 45, the end of the sliding plate 46 is an arc structure and slides through the baffle 44, hooks 48 are fixedly connected on both sides of the sliding plate 46, sliding holes 49 are opened at the two ear ends of the U-shaped frame 45, the two hooks 48 slide through the two sliding holes 49 respectively and fit on the side wall of the baffle 44, and the two hooks 48 are L-shaped structures.

[0027] It is worth noting that in order to automatically implement the early warning braking plan and accurately find out the track section where the settlement deformation exceeds the threshold, the braking part 5 in this case includes a rod sleeve 51, which is fixedly connected to one side of the support 33 and is located above the button switch 38. The top of the rod sleeve 51 is fixedly connected to the bracket 52, and the inner wall of the rod sleeve 51 is slidably connected to the brake rod 53. A spring 54 is elastically connected between the top of the brake rod 53 and the top of the inner wall of the bracket 52. A pull rope 55 is fixedly connected to the top center of the brake rod 53, and the movable end of the pull rope 55 movably passes through the top center of the bracket 52 and extends. There are two braking parts 5, and the other braking part 5 is installed on the side wall of the other support 33. The two braking parts 5 are symmetrically arranged with each other. The extending ends of the two pull ropes 55 are both connected with buckles, and the two pull ropes 55 are respectively set on the two hooks 48 through the buckle sleeves. The bottom ends of the two brake rods 53 are both conical structures, and the conical surfaces of the two brake rods 53 are respectively in contact with the adjacent button switches 38.

[0028] It is worth mentioning that in order to more conveniently adjust the track elevation in the adaptation design scheme during the construction stage, the height adjustment part 7 in this case includes a pouring cylinder 71, and the inner wall of the cylinder mouth of the pouring cylinder 71 is fixedly connected to two connecting arms 72, and a ring 73 is fixedly connected between the two connecting arms 72, and the inner walls of the two rings 73 are slidably connected to a height adjustment rod 74, and a gasket 75 is fixedly connected to the top of the height adjustment rod 74, and a spring three 76 is elastically connected between the bottom end of the height adjustment rod 74 and the bottom of the inner wall of the pouring cylinder 71. There are four height adjustment parts 7, and the four height adjustment parts 7 are all arranged in the concrete foundation 6. The four pouring cylinders 71 are fixedly connected to the inner bottom of the concrete foundation 6, and the tops of the four gaskets 75 are fixedly connected to embedded plates 8. The top of the concrete foundation 6 is preset with embedded holes, and the embedded plates 8 are slidably arranged between the embedded holes, and the embedded plates 8 are fixedly connected to the casting base 1.

[0029] Working principle: During the construction stage, the track is pre-adjusted with the help of the height adjusting part 7. Four height adjusting parts 7 are set in the concrete foundation 6, and the top gasket 75 is connected to the embedded plate 8. The embedded plate 8 is fixed to the casting base 1. By adjusting the position of the height adjusting rod 74 in the ring 73 and utilizing the elastic support of the spring three 76, the height of the casting base 1 and the track part 2 is changed. After the height adjustment is completed, the concrete is poured and solidified to compensate for the foundation elevation deviation caused by the civil construction, ensuring that the crane track installation meets the design elevation requirements.

[0030] On the support 33 connected to the hangers 32 on both sides of the support plate 31, the motor 34 drives the traveling wheel 35 to roll along the inner arc surface of the rail 21, and the guide wheel 37 slides in the guide groove 22 to ensure the stable movement of the deformation monitoring unit 3. The pressure sensor 36 on the support 33 is close to both sides of the rail 21 to monitor the force changes of the rail 21 and reflect the vertical axial deformation of the track. The distance sensor 39 measures the distance to the surrounding objects and calculates the horizontal axial deformation of the track in combination with the operation data of the motor 34. The data is transmitted to the control panel 310 in real time to realize dynamic monitoring of the track deformation. The deformation monitoring unit 3 can not only monitor the track in real time following the operation of the crane, but also move freely when the track is empty to achieve the effect of unmanned supervision and self-inspection of the track.

[0031] The pendulum 42 is mounted on the obtuse-angle frame 41, and its rotating shaft is connected to the angle sensor 43. When the track sinks and deforms, the pendulum 42 swings due to gravity, and the angle sensor 43 monitors the angle change of the pendulum 42 in real time and transmits the data to the control panel 310. The preset algorithm converts the angle change into the track sinking and deformation degree data, thereby realizing the accurate monitoring of the track sinking and deformation.

[0032] The brake part 5 works with the settlement monitoring part 4 to ensure the safety of the crane. Under normal circumstances, the sliding plate 46 is acted on by the spring 1 47, and the hook 48 clamps the pull rope 55, so that the brake rod 53 is kept in a high position under the action of the spring 2 54, and does not touch the button switch 38, and the motor 34 operates normally. When the track settlement deformation exceeds the warning threshold, the pendulum 42 swings and squeezes the sliding plate 46 to move, the hook 48 releases the pull rope 55, and the brake rod 53 is pushed down by the spring 2 54. The conical bottom end of the brake rod 53 squeezes and touches the button switch 38, cutting off the power supply of the motor 34, and stopping the travel wheel 35 from rotating. The brake rod 53 moves down to the brake belt 26 at the corresponding position to realize automatic braking, thereby preventing the crane from causing safety accidents due to track settlement deformation. At the same time, maintenance personnel can intuitively judge the track settlement deformation range through the current braking position.

[0033] During the operation of the crane, in accordance with the requirements of the "Large Crane Track Settlement and Deformation Monitoring Plan", high-precision levels, total stations and other equipment are regularly used to assist in monitoring the track. The level measures the elevation changes of each measuring point on the track, and the total station obtains three-dimensional coordinate information and monitors horizontal displacement. These data are compared and analyzed with the track system's own monitoring data to fully understand the track settlement and deformation. According to the monitoring results, the track elevation is adjusted in a timely manner and the deformed parts are repaired to ensure that the crane track is always in a safe and stable state.

[0034] It should be noted that, in this article, relational terms such as first and second, etc. are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Moreover, the terms "include", "comprise" or any other variants thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements includes not only those elements, but also other elements not explicitly listed, or also includes elements inherent to such process, method, article or device. In the absence of further restrictions, the elements defined by the sentence "including one..." do not exclude the presence of other identical elements in the process, method, article or device including the elements.

Claims

1. A crane rail system with settlement deformation monitoring and adjustment functions, characterized in that: include: Cast base (1); A track portion (2) mounted on the casting base (1) and used for crane travel and installation of a monitoring system; A deformation monitoring unit (3) is installed on the track unit (2) and is used to monitor the deformation degree of the crane track in the horizontal and vertical axes in real time; A settlement monitoring unit (4) is installed on the deformation monitoring unit (3) and is used to monitor the settlement deformation degree of the crane track in real time; A braking part (5) is installed on the side of the deformation monitoring part (3), and an automatic braking monitoring system is activated when a settlement deformation warning threshold is exceeded; A concrete foundation (6) is arranged below the casting base (1); The height adjustment part (7) is arranged in the concrete foundation (6) and is used for pre-adjusting the height of the crane track at the construction site.

2. A crane rail system with settlement deformation monitoring and adjustment functions according to claim 1, characterized in that: The track portion (2) comprises a steel rail (21), a guide groove (22) is provided in the middle of the top of the steel rail (21), a rail bottom pad (23) is fixedly connected to the bottom of the steel rail (21), four rail pressure plates (24) are symmetrically mounted on the top of the casting base (1), the inner wall of each rail pressure plate (24) is fixedly connected to a rail angle pad (25), the four rail pressure plates (24) are connected to the rail angle pads (25) at both sides of the steel rail (21), the steel rail (21) is connected to the casting base (1) via the rail bottom pad (23), and brake belts (26) are fixedly connected to both sides of the top of the casting base (1).

3. A crane rail system with settlement deformation monitoring and adjustment functions according to claim 2, characterized in that: The deformation monitoring part (3) comprises a support plate (31), both sides of the support plate (31) are fixedly connected to hangers (32), both ends of the hangers (32) are fixedly connected to supports (33), the sides of the two supports (33) close to each other are both slotted, the tops of the two supports (33) are both equipped with motors (34), the inner walls of the two slots are both equipped with travel wheels (35), the output shafts of the two motors (34) are respectively movably inserted through the slots, the two travel wheels (35) are respectively fixedly connected to the output shafts of the two motors (34) via rotating shafts, the sides of the two supports (33) close to each other are both equipped with pressure sensors (36), the middle of the support plate (31) is rotatably connected to a guide wheel (37), the sides of the two supports (33) away from each other are both equipped with a button switch (38) and a distance sensor (39), and the top of the support plate (31) is equipped with a control panel (310).

4. A crane rail system with settlement deformation monitoring and adjustment functions according to claim 3, characterized in that: Each of the motors (34) is electrically connected to a button switch (38) on the same side, the two motors (34) and the two distance sensors (39) are electrically connected to a control panel (310), the guide wheel (37) is attached to the inner wall of the guide groove (22), the two traveling wheels (35) are attached to the inner arc surfaces on both sides of the rail (21), two support blocks are symmetrically mounted on the bottom of the support plate (31), the inner arc surfaces of the two support blocks are attached to the outer arc surfaces on both sides of the rail (21), the two pressure sensors (36) are electrically connected to the control panel (310), and the two pressure sensors (36) are attached to both sides of the rail (21).

5. The crane rail system with settlement deformation monitoring and adjustment function according to claim 4 is characterized in that: The settlement monitoring unit (4) comprises two obtuse-angle frames (41), the two obtuse-angle frames (41) are fixedly connected to one side of the support plate (31), a pendulum (42) is rotatably connected between the ends of the two obtuse-angle frames (41), an angle sensor (43) is mounted on the rotation axis of the pendulum (42), the angle sensor (43) is electrically connected to the control panel (310), a baffle (44) is fixedly connected to the two obtuse-angle frames (41), a U-shaped frame (45) is fixedly connected to the side wall of the baffle (44), and the U-shaped frame (45) is fixedly connected to the side wall of the U-shaped frame (41). 5) is slidably connected to the inner wall of the sliding plate (46), a spring (47) is elastically connected between the sliding plate (46) and the U-shaped frame (45), the end of the sliding plate (46) is a curved surface structure and slides through the baffle (44), both sides of the sliding plate (46) are fixedly connected to hooks (48), the two ear ends of the U-shaped frame (45) are provided with sliding holes (49), the two hooks (48) respectively slide through the two sliding holes (49) and fit on the side wall of the baffle (44), and the two hooks (48) are both L-shaped structures.

6. The crane rail system with settlement deformation monitoring and adjustment function according to claim 5 is characterized in that: The braking part (5) comprises a rod sleeve (51), the rod sleeve (51) is fixedly connected to one side of the support (33) and is located above the button switch (38), the top of the rod sleeve (51) is fixedly connected to the bracket (52), the inner wall of the rod sleeve (51) is slidably connected to a brake rod (53), a spring 2 (54) is elastically connected between the top of the brake rod (53) and the top of the inner wall of the bracket (52), and a pull rope (55) is fixedly connected to the center of the top of the brake rod (53), and the movable end of the pull rope (55) movably passes through the center of the top of the bracket (52) and extends.

7. The crane rail system with settlement deformation monitoring and adjustment function according to claim 6 is characterized in that: There are two brake parts (5), the other brake part (5) is mounted on the side wall of the other support (33), the two brake parts (5) are symmetrically arranged, the extended ends of the two pull ropes (55) are connected with snap hooks, the two pull ropes (55) are respectively mounted on the two hooks (48) through the snap hooks, the bottom ends of the two brake rods (53) are conical structures, and the conical surfaces of the two brake rods (53) are respectively in contact with the button switches (38) adjacent to them.

8. The crane rail system with settlement deformation monitoring and adjustment function according to claim 1 is characterized in that: The height adjustment part (7) comprises a filling cylinder (71), the inner wall of the cylinder mouth of the filling cylinder (71) is fixedly connected to two connecting arms (72), a collar (73) is fixedly connected between the two connecting arms (72), a height adjustment rod (74) is slidably connected to the inner walls of the two collars (73), a gasket (75) is fixedly connected to the top end of the height adjustment rod (74), and a spring (76) is elastically connected between the bottom end of the height adjustment rod (74) and the bottom of the inner wall of the filling cylinder (71).

9. The crane rail system with settlement deformation monitoring and adjustment function according to claim 8, characterized in that: There are four height adjustment parts (7), and the four height adjustment parts (7) are all arranged in the concrete foundation (6). The four pouring cylinders (71) are all fixedly connected to the inner bottom of the concrete foundation (6).

10. A crane rail system with settlement deformation monitoring and adjustment functions according to claim 9, characterized in that: The tops of the four gaskets (75) are fixedly connected to embedded plates (8), the top of the concrete foundation (6) is preset with embedded holes, the embedded plates (8) are slidably arranged between the embedded holes, and the embedded plates (8) are fixedly connected to the casting base (1).

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