Large-span steel structure high-altitude slip real-time monitoring mechanism based on multi-sensor fusion

Abstract

The invention relates to the technical field of steel structure construction, and discloses a large-span steel structure high-altitude slippage real-time monitoring mechanism based on multi-sensor fusion, comprising two slippage supports which are slidably arranged on a steel structure slippage track and are used for supporting a large-span steel structure; the detection assembly is movably arranged between the two sliding supports, located at the bottom of the steel structure and used for detecting the midspan curvature of the steel structure; the supporting plate is movably arranged between the two sliding supports and used for supporting and protecting the large-span steel structure; the driving assembly is arranged on the sides, close to each other, of the two sliding supports and used for driving the supporting plate to move at the bottom of the steel structure. The large-span steel structure high-altitude slippage real-time monitoring mechanism based on multi-sensor fusion can effectively solve the problem that in the prior art, a large potential safety hazard possibly exists due to deformation and damage in the slippage construction process of a large-span steel structure.

Description

Technical Field

[0001] The present invention relates to the technical field of steel structure construction, and particularly to a real-time monitoring mechanism for high-altitude sliding of long-span steel structures based on multi-sensor fusion. Background Art

[0002] The high-altitude sliding method refers to a construction method in which a structure is divided into several strip-shaped or block-shaped units. After assembly is completed on the ground or a high-altitude platform, it is slid along a track to the final designed position through a hydraulic jacking system or a traction device, and then the overall assembly is formed. In related technologies, in order to achieve the effect of simplifying the sliding construction of long-span steel structures, for example, the patent document with the publication number CN104863374B in the prior art discloses a long-span steel structure sliding mechanism and its sliding method. This sliding mechanism embeds track embedments in a reinforced concrete beam, and lays two first I-beams on the track embedments as two tracks. When fabricating the sliding shoe support, a lateral baffle is welded to the bottom of the second lower flange of the second I-beam, and two gusset plates are welded to the second upper flange as clamping members for the steel structure. The front end of the second lower flange of the second I-beam is bent upward to form a bending part; then the steel structure is placed at the clamping members on the sliding shoe support, and the clamping members clamp the steel structure; finally, a winch is used in cooperation with a lifting gantry to translate and lift the steel structure, thereby completing the sliding installation of the long-span steel structure.

[0003] Although the above-mentioned prior art solutions can achieve the effect of facilitating on-site fabrication by setting tracks and sliding shoe supports made of optional H-shaped steel, and the operation of sliding long-span steel structures using the sliding mechanism is simple, so as to improve work efficiency and economic benefits; however, during the sliding and lifting processes, it is impossible to monitor the mid-span bending condition of the long-span steel structure. If the mid-span bending degree of the long-span steel structure fails to meet the safety requirements, structural plastic deformation or even fracture may occur during subsequent sliding and lifting processes, posing a relatively large safety hazard; moreover, although real-time monitoring technologies for high-altitude sliding of long-span steel structures based on multi-sensor fusion have emerged in the market, for long-span steel structures that do not meet the safety requirements, they cannot be protected in time when damaged, especially during the lifting process, there will be a greater safety hazard at high altitude.

[0004] In view of this, we propose a real-time monitoring mechanism for high-altitude sliding of long-span steel structures based on multi-sensor fusion. Summary of the Invention

[0005] Aiming at the above-mentioned shortcomings of the prior art, the present invention provides a real-time monitoring mechanism for high-altitude sliding of long-span steel structures based on multi-sensor fusion, which can effectively solve the problem that there may be relatively large safety hazards due to deformation and damage during the sliding construction process of long-span steel structures in the prior art.

[0006] To achieve the above object, the present invention is implemented through the following technical solutions: The present invention provides a real-time monitoring mechanism for high-altitude sliding of long-span steel structures based on multi-sensor fusion, including: Sliding supports, two of which are provided, and the two sliding supports are slidably assembled on the steel structure sliding track. The two sliding supports are used to support the long-span steel structure and drive the long-span steel structure to move upward under the action of an external force. A detection component, which is movably arranged between the two sliding supports and is used to detect the mid-span bending degree of the long-span steel structure supported between the two sliding supports. A support plate member, which is arranged on one side of the detection component, and both ends of the support plate member are movably connected to one side of the corresponding sliding support; in the first state, the support plate member can support the long-span steel structure between the two sliding supports, and when the support plate member is driven by the driving component to the second state, the support plate member drives the detection component to be located at the bottom of the long-span steel structure for detection. Among them, the detection component includes a plurality of sensing components. In the second state, the plurality of sensing components are evenly distributed at the bottom of the long-span steel structure for detection.

[0007] Further, the detection component further includes: A support rod, both ends of which are detachably arranged on one side of the driving component, and a plurality of sensing components are arranged on one side of the support rod; A first elastic member, which is arranged at at least one end of the support rod. Under the action of the first elastic member, a plurality of sensing components on one side of the support rod are attached to one side of the support plate member.

[0008] Further, the sensing component includes: An outer cylinder, one end of which is detachably connected to the outside of the support rod; A sliding body, at least part of which is slidably arranged inside the outer cylinder, and the other part extends out of the outer cylinder; A sensor, which is arranged inside the outer cylinder and is used to detect the sliding distance of the sliding body; A second elastic member, which is arranged inside the outer cylinder and is used to push the sliding body to reset.

[0009] Further, sliding members are arranged at both ends of the support plate member through connection blocks; The driving component includes: A housing, which is fixedly arranged on one side of the sliding support; A first sliding hole, which is opened on the inner side of the housing and is used to guide the sliding member to slide in the first direction; A second sliding hole, which is communicated and arranged on one side of the first sliding hole and is used to guide the sliding member to rotate in the second direction.

[0010] Further, the driving component further includes a bushing, which is arranged inside the housing and located at the bottom of the sliding member for supporting the sliding member moving in the first direction. The sliding member is provided with a mating groove corresponding to the bushing.

[0011] Further, rolling elements III are arranged on the circumferential side of the bushing corresponding to the mating groove.

[0012] Further, the driving component further includes: A rotating shaft rotatably arranged inside the bushing; An eccentric wheel fixedly arranged on the outside of the rotating shaft for supporting the sliding of the sliding member along the first sliding hole and driving the sliding member to rotate along the second sliding hole.

[0013] Further, rolling elements I are arranged on the outside of the sliding member, and the rolling elements I are attached to the outside of the eccentric wheel.

[0014] Further, the sliding support includes: A box body for slidably installing with the sliding track, and the box body is fixedly arranged on the outside of the corresponding housing; A top plate fixedly arranged on the top of the box body and the housing, and a through hole is arranged inside the top plate; A support roller rotatably arranged inside the box body corresponding to the through hole, and the support roller can rotate and lift under an external force.

[0015] Further, an adjusting roller is also arranged inside the box body, the adjusting roller is arranged corresponding to the through hole and is arranged at an interval from the support roller; In the working state, the adjusting roller is located on both sides of the steel structure.

[0016] The technical solution provided by the present invention has the following beneficial effects compared with the prior art: The present invention is provided with a support plate member to support the steel structure during feeding, which is convenient for hoisting or on-site assembly of the steel structure. During sliding, the support plate member can be received under the drive of the driving component, so that the support plate member automatically gives way. At this time, the detection component automatically moves to the bottom of the steel structure for bending detection, which is convenient for the assembly of the detection component and the steel structure.

[0017] By setting the driving component to drive the support plate member to run automatically, the present invention can, during the ascending sliding process, when the steel structure is bent excessively, timely drive the support plate member to move to the bottom of the steel structure for support, preventing the steel structure from being bent and damaged or disconnected, causing high-altitude safety hazards.

[0018] By setting the detection component to detect the bending of the steel structure during sliding, the present invention can give an early warning of potential accidents before the installation of the steel structure, and start the emergency plan in time to avoid plastic deformation before the structure installation. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the following will briefly introduce the drawings required in the description of the embodiments or the prior art. Obviously, the drawings in the following description are only some embodiments of the present invention. For those of ordinary skill in the art, without creative efforts, other drawings can be obtained based on these drawings.

[0020] Figure 1 It is a schematic structural diagram before slipping in the embodiment of the present invention; Figure 2 It is a schematic structural diagram of the detection component and the support plate component during slipping in the embodiment of the present invention; Figure 3 It is a schematic structural diagram of the detection component in the embodiment of the present invention; Figure 4 is Figure 3 an enlarged schematic structural diagram of part A in; Figure 5 It is a schematic structural diagram of the sensing component in the embodiment of the present invention; Figure 6 It is a schematic structural diagram of the driving component in the embodiment of the present invention; Figure 7 It is a schematic structural diagram of the driving component and the support plate component in the embodiment of the present invention; Figure 8 It is a schematic exploded structural diagram of the driving component in the embodiment of the present invention; Figure 9 It is a schematic structural diagram of the sliding support in the embodiment of the present invention; Figure 10 It is a schematic exploded structural diagram of the sliding support in the embodiment of the present invention.

[0021] The reference numerals in the drawings respectively represent: 1. Sliding support; 11. Box body; 12. Mounting seat; 13. Mounting plate; 14. Top plate; 15. Through hole; 16. Support roller; 161. Bearing seat; 162. Linear member 1; 163. Motor; 17. Adjusting roller; 171. Slide; 172. Side plate; 173. Linear member 2; 18. Slide table; 2. Detection component; 21. Support rod; 22. Connecting plate; 23. Sensing component; 231. Outer cylinder; 232. Sliding body; 233. Limiting block; 234. Chute; 235. Pressure plate; 236. Sensor; 237. Elastic member 2; 238. Connecting ring; 239. Bolt; 24. Auxiliary plate; 25. Elastic member 1; 3. Support plate component; 31. Connecting block; 32. Sliding member; 321. Fitting groove; 33. Rolling body 1; 34. Anti-disengagement block; 35. Rolling body 2; 4. Driving assembly; 41. Housing; 42. First sliding hole; 43. Second sliding hole; 44. Bush; 441. Fixed plate; 442. Rolling element III; 45. Rotating shaft; 46. Eccentric wheel; 47. Bearing plate; 48. Gear; 49. Rack; 410. Linear part III; 411. Slide rail. Detailed implementation manner

[0022] To make the objectives, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Apparently, the described embodiments are some, but not all, of the embodiments of the present invention. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present invention without creative efforts shall fall within the protection scope of the present invention.

[0023] The present invention will be further described below with reference to embodiments.

[0024] Please refer to Figures 1-10 , the present invention provides a technical solution: a real-time monitoring mechanism for high-altitude sliding of long-span steel structures based on multi-sensor fusion, including a sliding support 1, a detection component 2, a support plate member 3 and a driving component 4. The sliding support 1 is slidably arranged on the steel structure sliding track, and there are two sliding supports 1 for supporting the long-span steel structure; the detection component 2 is movably arranged between the two sliding supports 1 and is located at the bottom of the steel structure for detecting the mid-span bending degree of the steel structure; the support plate member 3 is movably arranged between the two sliding supports 1 for supporting and protecting the long-span steel structure. Among them, the support plate member 3 can support the long-span steel structure between the two sliding supports 1 in the first state, and can drive the detection component 2 to be located at the bottom of the long-span steel structure for detection in the second state; the driving component 4 is arranged on one side where the two sliding supports 1 are close to each other for driving the support plate member 3 to switch between the first state and the second state; Among them, the state where the support plate member 3 is located between the two sliding supports 1 to support the long-span steel structure is defined as the first state. When the support plate member 3 is driven by the driving component 4 to slide downward away from the bottom of the steel structure, and after the driving component 4 drives the support plate member 3 to slide down, it continues to drive it to rotate to one side of the detection component 2, so that the detection component 2 is automatically rotated to the bottom of the steel structure by an external force for bending degree detection, the state of the support plate member 3 is defined as the second state.

[0025] The detection component 2 includes a support rod 21, a sensing component 23 and an auxiliary plate 24. Both ends of the support rod 21 are detachably arranged outside the driving component 4; the sensing component 23 is detachably arranged outside the support rod 21, and there are several sensing components 23; the auxiliary plate 24 is arranged outside the support rod 21 for applying upward rotation power to the sensing component 23.

[0026] Specifically, connecting plates 22 are detachably arranged at both ends of the support rod 21. The connecting plates 22 are detachably arranged outside the driving assembly 4. An auxiliary plate 24 is arranged outside the support rod 21. The auxiliary plate 24 is axially assembled outside the support rod 21. An elastic member 25 is arranged between the auxiliary plate 24 and the connecting plate 22. Both ends of the elastic member 25 are snap-connected to the auxiliary plate 24 and the connecting plate 22 respectively, so that the elastic member 25 generates a torsional force to rotate the support rod 21 upward, thereby driving the sensing assembly 23 outside the support rod 21 to rotate to the bottom of the steel structure.

[0027] The sensing assembly 23 includes: an outer cylinder 231, a sliding body 232, a sensor 236 and an elastic member 237. One end of the outer cylinder 231 is detachably arranged outside the support rod 21; one end of the sliding body 232 is slidably arranged inside the outer cylinder 231, and the other end of the sliding body 232 is located at the bottom of the steel structure; the sensor 236 is fixedly arranged inside the outer cylinder 231 for detecting the sliding distance of the sliding body 232; the elastic member 237 is arranged inside the outer cylinder 231 for pushing the sliding body 232 to automatically slide back to its original position.

[0028] Wherein, a limiting block 233 is fixedly arranged at one end of the sliding body 232 located inside the outer cylinder 231. The limiting block 233 is slidably arranged inside the outer cylinder 231 along a sliding groove 234. A pressing plate 235 is fixedly arranged at the other end of the sliding body 232. The pressing plate 235 is used to contact the bottom of the steel structure to increase the contact area with the bottom, so that the sensing assembly 23 is more stable in contact with the steel structure; in order to facilitate the disassembly and assembly of the sensing assembly 23, connecting rings 238 are fixedly arranged at the bottom of the outer cylinder 231. Bolts 239 are threadedly arranged on the outside of the connecting rings 238. The connecting rings 238 and the support rod 21 are fixed to each other through the bolts 239.

[0029] Connecting blocks 31 are arranged at both ends of the support plate member 3. Sliding members 32 are fixedly arranged on the sides of the connecting blocks 31 at both ends away from each other; the driving assembly 4 includes a housing 41, a first sliding hole 42 and a second sliding hole 43. The housing 41 is fixedly arranged outside the sliding support 1; the first sliding hole 42 is opened on the inner side of the housing 41. The first sliding hole 42 cooperates with the sliding member 32 for guiding the sliding member 32 to slide along the direction of the first sliding hole (i.e., the first direction); the second sliding hole 43 is opened on the inner side of the housing 41 and is located on one side of the first sliding hole 42 for guiding the sliding member 32 to rotate along the direction of the second sliding hole (i.e., the second direction) after sliding down; wherein, the sliding member 32 is supported by an external force and slides to the top of the first sliding hole 42 to support the steel structure. After the sliding member 32 loses support, it automatically slides down by relying on the gravity of the support plate member 3 and rotates along the second sliding hole 43. Wherein, an anti-disengagement block 34 is fixedly arranged on the side of the sliding member 32 away from the connecting block 31 to prevent the sliding member 32 from disengaging from the housing 41.

[0030] Among them, the first sliding hole 42 is a vertical sliding hole formed in the housing 41, and the sliding member 32 slides vertically in the first sliding hole 42; the second sliding hole 43 is an arc-shaped hole provided at the bottom end of the first sliding hole 42, and when the sliding member 32 slides to the second sliding hole 43, it can rotate along the second sliding hole 43.

[0031] The driving assembly 4 further includes a bushing 44. The bushing 44 is fixedly arranged inside the housing 41. The bushing 44 is located at the bottom of the sliding member 32 and is used to support the sliding member 32 after it slides down. The sliding member 32 is provided with a mating groove 321 corresponding to the bushing 44. A third rolling body 442 is rotatably arranged on the circumferential side of the bushing 44 corresponding to the mating groove 321. The bushing 44 is fixedly arranged inside the housing 41 through an outer fixing plate 441; at both corners of the top of the sliding member 32, second rolling bodies 35 are rotatably arranged, and the second rolling bodies 35 are in contact with the inner side of the second sliding hole 43 to ensure the smoothness of the sliding member 32 during rotation.

[0032] The driving assembly 4 further includes a rotating shaft 45 and an eccentric wheel 46. The rotating shaft 45 is rotatably arranged inside the bushing 44; the eccentric wheel 46 is fixedly arranged on the outer side of the rotating shaft 45 and is used to support the vertical sliding of the sliding member 32 and to drive the sliding member 32 to slide along the second sliding hole 43 and the bushing 44; among them, the rotating shaft 45 is driven by an external force to drive the eccentric wheel 46 to rotate, and a first rolling body 33 is arranged on the outer side of the sliding member 32, and the first rolling body 33 is in contact with the outer side of the eccentric wheel 46.

[0033] Specifically, a bearing plate 47 is rotatably arranged on the outer side of the rotating shaft 45. The bearing plate 47 is fixedly arranged inside the housing 41. A gear 48 is coaxially and fixedly arranged on the outer side of the rotating shaft 45 on the side of the bearing plate 47 away from the eccentric wheel 46. A toothed plate 49 is engaged with the bottom of the gear 48. The toothed plate 49 is slidably arranged on the top of the slide rail 411. The slide rail 411 is fixedly arranged inside the housing 41. A third linear member 410 for driving the toothed plate 49 to slide is fixedly arranged on the outer side of the housing 41.

[0034] The sliding support 1 includes a box body 11, a mounting plate 13, a top plate 14 and a support roller 16. The box body 11 is fixedly arranged on the outer side of the housing 41, and the box body 11 is slidably installed with the sliding track; the mounting plate 13 is fixedly arranged on the outer side of the box body 11 and is used to install a detector for detecting the position and angle of the end of the steel structure; the top plate 14 is fixedly arranged on the tops of the box body 11 and the housing 41, and a through hole 15 is formed inside the top plate 14; the support roller 16 is rotatably arranged corresponding to the through hole 15 inside the box body 11 and is driven by an external force to rotate and lift.

[0035] The sliding support 1 further includes an adjusting roller 17. The adjusting roller 17 is arranged corresponding to the through hole 15 and is arranged at an interval from the support roller 16. The adjusting rollers 17 are symmetrically arranged on both sides of the steel structure, and the adjusting rollers 17 on both sides are driven by an external force to slide; the sliding support 1 is driven by an external force to drive the long-span steel structure to move upward.

[0036] Specifically, a mounting seat 12 is fixedly arranged at the bottom of the box body 11 for installing a sliding component and assembling it with a sliding track. Bearing seats 161 are rotatably arranged at both ends of the support roller 16. The bearing seats 161 are slidably arranged on both sides of the box body 11, and linear components one 162 are arranged at the bottoms of the bearing seats 161. The linear components one 162 are fixedly arranged on the outer side of the box body 11 for driving the support roller 16 to move up and down. After the steel structure on the top of the top plate 14 is lifted, the support roller 16 is driven to rotate by the motor 163, so that both ends of the steel structure are symmetrically placed on the top of the top plate 14 for support, ensuring uniform force on the steel structure during the sliding process. The motor 163 is fixedly arranged on the outer side of one of the bearing seats 161; a side plate 172 is rotatably arranged at the top end of the adjusting roller 17, and a sliding seat 171 is rotatably arranged at the bottom end. The sliding seat 171 is fixedly connected with the side plate 172. The sliding seat 171 slides along the sliding table 18 and is arranged inside the box body 11. A linear component two 173 for driving the sliding seat 171 to slide is fixedly arranged on the outer side of the box body 11. A detection instrument capable of detecting the position and angle of the end of the steel structure can be installed on the outer side of the box body 11 through the mounting plate 13, so as to control the support roller 16 and the adjusting roller 17 to rotate and clamp respectively before sliding to perform translation and deviation correction adjustment on the steel structure through the detection structure.

[0037] In the above technical solution, the linear component one 162, the linear component two 173, and the linear component three 410 are power components with a linear output function. In the technical solution of this application, considering that the working object is a large-span steel structure with a large mass, the linear component one 162, the linear component two 173, and the linear component three 410 are all selected as hydraulic push rods with a large and stable thrust.

[0038] Principle and advantages of the real-time monitoring mechanism for high-altitude sliding of large-span steel structures based on multi-sensor fusion: First, connect the sliding support 1 to the sliding component in advance through the mounting base 12, and slide the sliding support 1 on the sliding track through the sliding component. Then, connect the support plate member 3 between the two sliding supports 1 through the connecting block 31. At this time, the support plate member 3 is in a horizontal state and can support the long-span steel structure, so as to facilitate the hoisting or on-site assembly of the long-span steel structure. After the steel structure is placed on the top of the sliding support 1, install the corresponding detector through the mounting plate 13 on the outside of the box body 11 to make the detector detect the end of the steel structure; during the actual construction process, it is easy for the steel structure to deviate when placed on the top of the sliding support 1. At this time, the linear member 162 can be used to drive the bearing seat 161 to slide upward on both sides of the box body 11, so that the bearing seat 161 drives the support roller 16 to move inward toward the through hole 15, and lift both ends of the steel structure. The motor 163 is used to drive the support roller 16 to rotate to drive the steel structure to move along the length direction, so as to symmetrically arrange both ends of the steel structure on the top of the two sliding supports 1. At the same time, the linear member 173 is used to drive the sliding seat 171 to slide along the sliding table 18, so that the sliding seat 171 drives the adjusting roller 17 to clamp both sides of the steel structure, so as to straighten the steel structure. After the steel structure is adjusted, the support roller 16 and the adjusting roller 17 are reset, and the top plate 14 and the support plate member 3 support the steel structure. When starting to slide, drive the support plate member 3 to move downward away from the bottom of the steel structure through the driving assembly 4 to make room for the subsequent rotational movement. Then, under the drive of the driving assembly 4, the support plate member 3 continues to rotate, so that the support plate member 3 releases the extrusion of the sensing assembly 23, and the sensing assembly 23 automatically rotates to the bottom of the steel structure and contacts the bottom of the steel structure for bending detection; during the sliding process, if the long-span steel structure undergoes bending deformation, the sensing assembly 23 at the bottom will be subjected to pressure and detect the pressure condition. According to the detection positions of several sensing assemblies 23, the bending condition of the long-span steel structure during the sliding process can be monitored in real time. If the bending condition of the steel structure exceeds the limit, the sliding can be stopped in time. If the bending is excessive during the lifting and sliding process, at this time, the driving assembly 4 can be used to drive the support plate member 3 to automatically reset to the bottom of the steel structure and support the steel structure at a high altitude in time, preventing the steel structure from being damaged or even broken and falling when undergoing plastic deformation, ensuring the safety of the long-span steel structure during the high-altitude sliding process.

[0039] Its advantages are as follows. By setting the sliding support 1 to support the steel structure, it is ensured that the steel structure can slide. Before sliding, the two ends of the steel structure are detected by the detector outside the sliding support 1, and the steel structure is adjusted in time according to the detection results to ensure the accuracy of monitoring during the sliding process of the steel structure. And by setting the support plate member 3 to support the steel structure during loading, it is convenient for the hoisting or on-site assembly of the steel structure. During sliding, the support plate member 3 can be retracted under the drive of the drive assembly 4, so that the support plate member 3 automatically gives way. At this time, the detection assembly 2 automatically moves to the bottom of the steel structure for bending detection, which is convenient for the assembly of the detection assembly 2 and the steel structure. By setting the drive assembly 4 to drive the support plate member 3 to operate automatically, during the upward sliding process, when the steel structure is bent excessively, the support plate member 3 can be driven to move to the bottom of the steel structure in time to support it, preventing the steel structure from being bent and damaged or disconnected. By setting the detection assembly 2 to detect the bending of the steel structure during sliding, potential accidents can be pre-warned in advance before the installation of the steel structure, and the emergency plan can be started in time to avoid plastic deformation before the structure is installed.

[0040] When the support plate member 3 of the real-time monitoring mechanism for high-altitude sliding of long-span steel structures based on multi-sensor fusion in this application supports the steel structure, the support plate member 3 is in a horizontal state under the drive of the drive assembly 4, so as to facilitate the hoisting or assembly of the long-span steel structure before sliding. During sliding, the linear part three 410 drives the toothed plate 49 to slide along the slide rail 411, so that the toothed plate 49 drives the gear 48 to rotate. The gear 48 drives the eccentric wheel 46 to rotate through the rotating shaft 45. At this time, the top of the eccentric wheel 46 gradually deviates and reduces the support height for the first rolling body 33, so that the sliding part 32 begins to slide downward under the influence of the gravity of the support plate member 3. When the mating groove 321 at the bottom of the sliding part 32 is mated with the outside of the bushing 44, the support plate member 3 moves away from the bottom of the steel structure. Subsequently, the sliding part 32 continues to slide along the inner side of the second sliding hole 43, so that the sliding part 32 drives the support plate member 3 to rotate by a certain angle around the rotating shaft 45, so that the support plate member 3 automatically vacates the detection space at the bottom of the steel structure, so as to facilitate the detection assembly 2 to move to the bottom of the steel structure for bending detection; Further, in order to enable the support plate member 3 to quickly respond to rotation, when the slider 32 moves to the top of the bushing 44 and continues to drive the rotation of the eccentric wheel 46, the eccentric wheel 46 pushes the first rolling body 33 to move towards the side where the second sliding hole 43 is located, thereby driving the slider 32 to slide between the second sliding hole 43 and the bushing 44. To ensure the stability of the sliding, the second rolling body 35 and the third rolling body 442 are respectively arranged at the two top corners of the slider 32 and the outer side of the bushing 44; when ascending and sliding, the steel structure may be deformed due to vibration. If deformation occurs, it indicates that the stability of the steel structure is unqualified. Once deformation occurs, according to the detection information of the detection component 2, the linear member three 410 can be controlled to operate in a timely manner, so that the linear member three 410 drives the eccentric wheel 46 to rotate reversely around the rotating shaft 45. As the support radius of the eccentric wheel 46 gradually increases, the first rolling body 33 is gradually lifted upward. Since the slider 32 is limited by the second sliding hole 43, the slider 32 drives the support plate member 3 to rotate under the guidance of the second sliding hole 43. At this time, the support plate member 3 begins to squeeze the sensing component 23 to rotate to one side, so that the detection end of the sensing component 23 is far away from the bottom of the steel structure. When the support plate member 3 rotates to the horizontal state, as the eccentric wheel 46 continues to rotate and push the first rolling body 33 upward, the support plate member 3 is driven by the slider 32 to approach and fit against the bottom of the steel structure.

[0041] It should be noted that the above support method has the following advantages: Advantage 1: By arranging the first sliding hole 42 inside the housing 41 to vertically limit the slider 32, the slider 32 can drive the support plate member 3 to move up and down at the bottom of the steel structure, so as to automatically make way before rotating and storing the support plate member 3. And after the slider 32 moves down a certain distance, the slider 32 automatically slides towards the inside of the second sliding hole 43 under the influence of the gravity of the support plate member 3, so as to facilitate the storage of the support plate member 3; specifically, the vertical center line of the slider 32 and the second sliding hole 43 are on the same side of the longitudinal diameter of the bushing 44.

[0042] Advantage 2: By arranging the slider 32 to drive the support plate member 3 to move, and by arranging the first sliding hole 42 to limit the slider 32, the stability of the support plate member 3 in the horizontal state is ensured. When the slider 32 descends to the outside of the bushing 44, the slider 32 automatically rotates by relying on the gravity of the support plate member 3, ensuring the stability of the support plate member 3 during the storage and support processes.

[0043] Advantage three: By setting the eccentric wheel 46 to cooperate with the first rolling element 33 to drive the sliding member 32 to move in the first sliding hole 42 and the second sliding hole 43. When the support plate member 3 supports the steel structure, the eccentric wheel 46 pushes the first rolling element 33 to drive the sliding member 32 to slide along the second sliding hole 43. And when the sliding member 32 slides to the top of the bushing 44, the eccentric wheel 46 continues to push the sliding member 32 to the highest position, realizing the vertical sliding of the sliding member 32, so as to drive the support plate member 3 to be adjusted from the storage state to the support working state.

[0044] Advantage four: By setting the eccentric wheel 46 to support the sliding member 32, when storing the support plate member 3, the support height can be gradually reduced by rotating the eccentric wheel 46. And when the lowest support point of the eccentric wheel 46 passes over the first rolling element 33, the eccentric wheel 46 continues to rotate to make way for the rotation of the first rolling element 33, and the sliding of the sliding member 32 is buffered by the support of the first rolling element 33, preventing the sliding member 32 from colliding with the second sliding hole 43 after the sliding stops under the influence of the gravity of the support plate member 3 (due to the large mass of the support plate member 3, it will cause the sliding member 32 to slide quickly and collide with the second sliding hole 43).

[0045] The above embodiments are only used to illustrate the technical solutions of the present invention, rather than limiting it; although the present invention has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that: they can still modify the technical solutions recorded in the foregoing embodiments, or perform equivalent replacements on some of the technical features; and these modifications or replacements will not make the essence of the corresponding technical solutions deviate from the protection scope of the technical solutions of the embodiments of the present invention.

Claims

1. A real-time monitoring mechanism for high-altitude sliding of long-span steel structures based on multi-sensor fusion, characterized in that, Including: Sliding bearings, two of which are provided, and the two sliding bearings are slidably assembled on the steel structure sliding track. The two sliding bearings are used to support the long-span steel structure and drive the long-span steel structure to move upward under the drive of external force. The detection component is movably arranged between the two sliding bearings and is used to detect the mid-span bending degree of the long-span steel structure supported between the two sliding bearings. The support plate member is arranged on one side of the detection component, and both ends of the support plate member are movably connected to one side of the corresponding sliding bearing. In the first state, the support plate member can support the long-span steel structure between the two sliding bearings. When the support plate member is driven by the drive component to the second state, the support plate member drives the detection component to be located at the bottom of the long-span steel structure for detection. Wherein, the detection component includes a plurality of sensing components. In the second state, the plurality of sensing components are evenly distributed at the bottom of the long-span steel structure for detection.

2. The real-time monitoring mechanism for high-altitude sliding of long-span steel structures based on multi-sensor fusion according to claim 1, characterized in that, The detection component further includes: The support rod, both ends of which are detachably arranged on one side of the drive component, and a plurality of sensing components are arranged on one side of the support rod. The first elastic member is arranged at least at one end of the support rod. Under the action of the first elastic member, a plurality of sensing components on one side of the support rod are attached to one side of the support plate member.

3. The real-time monitoring mechanism for high-altitude sliding of long-span steel structures based on multi-sensor fusion according to claim 2, characterized in that The sensing component includes: The outer cylinder, one end of which is detachably connected to the outside of the support rod. The sliding body is at least partially slidably arranged inside the outer cylinder, and the other part extends out of the outer cylinder. The sensor is arranged inside the outer cylinder and is used to detect the sliding distance of the sliding body. The second elastic member is arranged inside the outer cylinder and is used to push the sliding body to reset.

4. The real-time monitoring mechanism for high-altitude sliding of long-span steel structures based on multi-sensor fusion according to claim 1, characterized in that, Sliding members are arranged at both ends of the support plate member through connection blocks. The drive component includes: The housing is fixedly arranged on one side of the sliding bearing. The first sliding hole is opened on the inner side of the housing and is used to guide the sliding member to slide in the first direction. The second sliding hole is communicated and arranged on one side of the first sliding hole and is used to guide the sliding member to rotate in the second direction.

5. The real-time monitoring mechanism for high-altitude sliding of long-span steel structures based on multi-sensor fusion according to claim 4, characterized in that, The drive component further includes a bushing, which is arranged inside the housing and is located at the bottom of the sliding member and is used to support the sliding member moving in the first direction. The sliding member is provided with a matching groove corresponding to the bushing.

6. The real-time monitoring mechanism for high-altitude sliding of long-span steel structures based on multi-sensor fusion according to claim 5, characterized in that, Rolling bodies three are arranged on the circumferential side of the bushing corresponding to the matching groove.

7. The real-time monitoring mechanism for high-altitude sliding of long-span steel structures based on multi-sensor fusion according to claim 5, characterized in that, The drive component further includes: The rotating shaft is rotatably arranged inside the bushing. The eccentric wheel is fixedly arranged on the outside of the rotating shaft and is used to support the sliding member to slide along the first sliding hole and is used to drive the sliding member to rotate along the second sliding hole.

8. The real-time monitoring mechanism for high-altitude sliding of long-span steel structures based on multi-sensor fusion according to claim 7, characterized in that Rolling bodies one are arranged on the outside of the sliding member, and the rolling bodies one are attached to the outside of the eccentric wheel.

9. The real-time monitoring mechanism for high-altitude sliding of long-span steel structures based on multi-sensor fusion according to claim 4, characterized in that, The sliding bearing includes: The box body is used for sliding installation with the sliding track, and the box body is fixedly arranged on the outside of the corresponding housing. The top plate is fixedly arranged on the top of the box body and the housing, and a through hole is opened on the inner side of the top plate. The support roller is rotatably arranged inside the box body corresponding to the through hole, and the support roller can rotate and lift under external force.

10. The real-time monitoring mechanism for high-altitude sliding of long-span steel structures based on multi-sensor fusion according to claim 9, characterized in that, An adjusting roller is further arranged inside the box body, and the adjusting roller is arranged corresponding to the through hole and is arranged at an interval from the support roller. In the working state, the adjusting roller is located on both sides of the steel structure.

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