30 results about "Swing bridge" patented technology

The invention provides a prefabricated height-adjustable support system for a swivel bridge and a construction method. The system comprises an embedded base, a lower support plate, a height-adjustable core module, an upper support plate and a locking device. The pre-embedded base is of a reinforced concrete structure, the pre-embedded base and a side pier cover beam are cast and formed at the same time before swivel construction, and an anchoring part used for subsequent connection is pre-embedded in the top of the pre-embedded base; the lower support plate is fixedly mounted on the embedded base through the anchoring part; the height-adjustable core module is arranged on the lower support plate, is used for bearing and transmitting an upper structure load and can realize stepless height adjustment in the vertical direction; the upper support plate is supported on the height-adjustable core module, and the top of the upper support plate is used for making contact with a beam bottom embedded part of a swivel beam and transmitting loads. The locking device comprises a temporary locking mechanism and a final locking mechanism. The construction safety and efficiency are remarkably improved, and it is ensured that the stress state of the structure is highly matched with the design.

1. Name of the designed product: connecting side plate of swing bridge (frog). 2. Use of the designed product: the designed product is used for components of children's playground facilities. 3. Design points of the designed product: in shape. 4. Picture or photo best indicating the design points: perspective view 1.

The application discloses a shearing pin embedded outer package super high performance concrete-steel pipe concrete swing bridge pier, which is applied to a bridge and comprises a bearing platform and a composite pier column arranged on the bearing platform, a shearing resistance assembly is embedded in the lower part of the composite pier column and matched with the bearing platform, and a UHPC layer of the composite pier column and a steel pipe layer-concrete column (steel pipe concrete CFST) form a swing bridge pier (UHPC-CFST swing pier); this makes the scheme capable of utilizing UHPC and CFST to improve the toughness of the body, and capable of solving the swing rotation and shearing limiting contradiction of the bridge pier system through a connecting structure; the scheme improves the impact resistance and compression crushing resistance through the collaborative stress of the UHPC shell and the internal CFST, realizes the compatibility of high shearing bearing capacity and excellent self-resetting capacity through the 'limiting translation and releasing rotation' mechanism of the CFST shearing pin and the steel sleeve ring cooperation, and can solve the problems of insufficient interface shearing capacity of the existing swing bridge pier under strong earthquakes and impact loads and easy compression crushing of the pier bottom.

The present application relates to the field of image processing, and relates to a kind of based on point cloud model algorithm's rotary bridge weighing method and system;Through the point cloud video set of preset training having been weighed key point cloud video collected, all point cloud video set is cut after using cutting algorithm, based on the frequency of having been weighed gray picture transformation in point cloud video set, having been weighed gray picture is sorted, the mapping of having been weighed gray picture and the repair bridge sample to be weighed is generated Association table, and the point cloud video frame vector of each point cloud video frame corresponding in association table is pre-trained, and the point cloud video frame vector of each point cloud video frame corresponding in association table is pre-trained, using strategy gradient algorithm to train detection completion, input is the weighed gray picture sequence of bridge q to be weighed, and output is the weighed gray picture of detection completion;The present application has the beneficial effects as follows: the present application proposes an efficient and practical interactive detection method, and promotes the exploration in this aspect in the field of picture detection.

The utility model discloses a kind of support devices for railway wide-span swivel bridge construction, including swivel bridge body, the bottom end of swivel bridge body is provided with rotating support assembly, rotating support assembly includes support base and rotating support body, rotating support body has auxiliary support mechanism in annular array of circumferential side, each group of auxiliary support mechanism has at least one auxiliary wheel, so that rotating support body rotates on support base to realize the swivel operation of swivel bridge body, multiple auxiliary wheels rotate on rotating support body and support base circumferential side and landing with rotating support body synchronous operation, the side of each auxiliary wheel is provided with anti-inclination positioning assembly, the end of anti-inclination positioning assembly away from auxiliary wheel and support base sliding friction contact, so that when auxiliary wheel rotates around support base, anti-inclination positioning assembly can support auxiliary wheel stable anti-inclination misplacement.The utility model can expand support area, improve the effect of structural stability in rotation process.

This invention relates to the field of bridge construction technology, specifically to a multifunctional pressure monitoring support device for a rotating bridge support. The device includes: a support cylinder mounted on a walkway; a pressure sensor mounted on the lower surface of the walkway; the walkway is mounted on a slide rail; an inner support plate and an outer support plate are mounted on the slide rail; side support plates are mounted on both sides of the inner and outer support plates; and limit components are provided at the connections between the inner and outer support plates and the side support plates. The advantages are: this device can accurately sense and monitor the stress on the support itself in real time; this device is installed simultaneously with the support during construction, improving safety during bridge construction and providing reliability for rotating bridge construction.

The application relates to the technical field of motion regulation and driving, in particular to a reciprocating motion amplification device and method of a flexible structure of a swing bridge. The reciprocating motion amplification device comprises a loading unit, an excitation execution unit, a self-adaptive identification unit and an energy supply unit. The excitation execution unit and the self-adaptive identification unit are both installed in the loading unit. The self-adaptive identification unit collects vibration response signals of the flexible target structure in real time and identifies the real-time natural frequency, controls the excitation execution unit to adjust the excitation frequency, so that the excitation frequency is automatically matched with the real-time natural frequency, resonance effect is excited, and reciprocating motion amplification is realized. Through closed-loop self-adaptive control, frequency drift is automatically tracked without manual intervention, excitation power consumption is reduced while the significant amplification effect is maintained, and the system adaptability and intelligent level are improved.

The invention belongs to the technical field of robots, and discloses a movable chassis and a composite robot. The mobile chassis comprises a chassis body; the first walking unit is arranged on the first installation side of the chassis body and comprises a first walking wheel and a second walking wheel, and the first walking wheel and the second walking wheel are arranged on the chassis body in the first direction in a spaced mode. The second walking unit is arranged on the second installation side of the chassis body and comprises a swing bridge, a third walking wheel and a fourth walking wheel, the third walking wheel and the fourth walking wheel are arranged at the two ends of the swing bridge respectively, the swing bridge is rotationally connected with the chassis body, and a protruding part is arranged on the side, away from the chassis body, of the swing bridge; the positioning unit comprises a supporting frame and a locking assembly, the supporting frame is arranged on the chassis body, the locking assembly is arranged on the supporting frame, and the locking assembly can clamp or loosen the protruding part. The robot can adapt to complex terrains and can also be prevented from shaking during clamping work, and the grabbing and positioning precision is improved.

The utility model provides a swing bridge and fork truck for fork truck, include: drive wheel mechanism, including drive wheel and drive connection frame, drive wheel rotatable installation in drive connection frame on, swing bridge mechanism, its one end with drive connection frame's upper end swing joint, the other end with fork truck car body swing joint, lower swing bridge mechanism, be located below swing bridge mechanism, its one end with drive connection frame's lower end swing joint, middle part with fork truck car body swing joint, auxiliary wheel mechanism, including auxiliary wheel, install below lower swing bridge mechanism other end, first buffer mechanism, set up in lower swing bridge mechanism, its one end with lower swing bridge mechanism fixed connection, the other end with fork truck car body fixed connection, first gap adjusting structure, set up in the connecting place of lower swing bridge mechanism and fork truck car body, second gap adjusting structure, set up in the connecting place of lower swing bridge mechanism and drive connection frame. Realize drive wheel posture stable, effective shock attenuation, reduce abrasion and abnormal sound, simplify assembly and reduce cost.

The utility model provides a fixing device for a fatigue test of a swing bridge. The fixing device comprises a supporting seat; the limiting seat is detachably arranged above the supporting seat, and a limiting part used for abutting against the swing bridge is arranged on the limiting seat; the positioning assembly and the limiting seat are arranged on the supporting seat in a spaced mode, and the positioning assembly is detachably arranged; a positioning shaft of the positioning assembly is inserted into a pin hole of the swing bridge, the side, away from the pin hole, of the swing bridge abuts against the limiting part, and therefore the swing bridge is fixed between the limiting base and the positioning shaft. The fixing device for the swing bridge fatigue test solves the technical problems that a swing bridge fatigue test tool of a special structure cannot be accurately positioned and is not firmly fixed in the prior art.

The invention discloses a friction pendulum type pier capable of resetting after collision, and belongs to the technical field of improvement of anti-collision toughness of swinging piers, linear unbonded prestressed steel strands are arranged in the pier in a full-length mode, the pier bottom of the pier is in friction pendulum type interface contact with a foundation platform, and the pier bottom of the pier is connected with the foundation platform through an external energy dissipater. The prestressed steel strands are arranged in a manner of penetrating through the pier body by adopting a post-tensioning process to form a longitudinal pre-pressure field, and the prestressed steel strands and the whole pier are subjected to unbonded treatment. The friction pendulum type interface is adopted at the pier bottom of the pier to replace a traditional plane interface, large displacement can be generated under the action of impact loads, most energy is absorbed through the external energy dissipater, damage to the pier is effectively reduced, restoring force is provided through the prestress steel strand and structural gravity, residual displacement of the pier is reduced, and the service life of the pier is prolonged. And the anti-collision performance and the function restorability of the swing bridge in the service period are improved.

This invention provides a trajectory planning and intelligent control method for a three-stage swing-type overhead crane, relating to the technical field of intelligent overhead crane systems. The method includes: defining a planar coordinate system and determining the position coordinates of the crane's trolley, hook, frame, and load within the planar coordinate system; obtaining a dynamic model using the Lagrange equation based on the position coordinates; designing a controller based on the dynamic model; setting up a two-layer radial basis function neural network and determining the control force; and determining the overall control law based on the position coordinates, the controller, and the control force. According to this invention, intelligent anti-sway control of the three-stage swing system improves control quality, enhances the system's anti-interference capability, and improves the overall system safety level.

The utility model belongs to the AGV technical field, and disclose a parking robot, include: frame, clamping arm subassembly, drive walking component, drive walking component setting in the frame bottom and ground contact, the clamping arm subassembly symmetry sets up in the frame both sides telescopic clamping tire, the utility model drive subassembly's swing bridge structure realizes drive unit movement by the swing of connecting rod no.

This application discloses a bridge span support structure and construction method for a hybrid box girder continuous beam swing bridge, specifically relating to the field of bridge support technology. The structure includes a pile foundation, with a pile cap fixedly connected to the top of the pile foundation. A swing system component is located at the center of the top of the pile cap, and a pier component is fixedly connected to the top of the swing system component. A main beam is located on the top of the pier component, comprising a box girder segment and a channel girder segment. A box girder segment is fixedly connected to the center of the top of the pier component, and channel girder segments are fixedly connected to both sides of the box girder segment. The swing system component includes a ball joint, support legs, a slide rail, an upper turntable, a lower turntable, a swing locking block, and an adaptive composite liner. This application dynamically adjusts the friction coefficient through the adaptive composite liner, achieving zero-interference construction across the bridge using the swing system. The hybrid box girder optimizes material distribution, reduces structural weight, and the modular design of the components facilitates construction.

The invention discloses an anti-swing control method for a self-adaptive double-swing bridge type crane, and belongs to the technical field of intelligent control. According to the method, a double-pendulum dynamic model containing mass coupling of a trolley, a lifting hook and a load is constructed through an Euler-Lagrange equation, and a hybrid strategy combining PD control and RBF neural network layered sliding mode control is provided; and designing a composite sliding mode surface and a smooth saturation function by combining layered sliding mode control, and coordinating position tracking and double pendulum to suppress multiple targets and buffeting. According to the method, the problems of modeling deviation, insufficient nonlinear control precision and multi-target coordination of a traditional simple pendulum are solved, the system robustness and the engineering practicability are remarkably improved, and a novel technical scheme is provided for intelligent anti-swing control of the crane.

The utility model relates to a double-layer sponge bubble breaking device which comprises a double-layer conveying platform, a swing bridge, a conveying line, a guide table and a bubble breaking machine, the swing bridge comprises a conveying belt, a rotating support, a jacking cylinder, a supporting arm, guide rails and guide wheels, the two ends of the side, close to the conveying line, of the rotating support are hinged to the ground respectively, and the guide rails are installed below the two sides of the rotating support respectively. A jacking cylinder is installed below the guide rail, the lower end of the jacking cylinder is hinged to the ground, a supporting arm is installed on the side, close to the conveying line, of the jacking cylinder, the lower end of the supporting arm is hinged to the ground, and a guide wheel is installed at the upper end of the supporting arm and pressed on the guide rail in a rolling mode. The double-layer conveying platform has the advantages that the double-layer conveying platform is designed, one sponge foam is temporarily stored in one station, the other station conveys the sponge foam to the foam breaking machine, material receiving switching of the two stations of the double-layer conveying platform is conducted through the swing bridge capable of being adjusted in a lifting mode, seamless connection is achieved, time is saved, and efficiency is improved.

The utility model discloses an electric automobile power battery combined AGV trolley which comprises a supporting mechanism and a swing bridge structure, the supporting mechanism comprises a person standing platform arranged on the supporting mechanism, the swing bridge structure is arranged on the supporting mechanism, one end of the swing bridge structure is provided with a bearing wheel, and the other end of the swing bridge structure is provided with a driving wheel. A steering engine is arranged at the other end of the swing bridge structure; according to the AGV combined with the power battery of the electric vehicle, the swing bridge structural design is adopted, so that the AGV has more excellent ground contact performance. The steering engine and the bearing wheel are arranged at the two ends of the swing bridge structure respectively, the problem of uneven ground or defects can be effectively solved, AGV operation faults caused by slipping of the steering engine are avoided, stable operation of the trolley under the complex ground condition is guaranteed, and the production efficiency is improved.

The utility model belongs to AGV chassis technical field especially for a kind of AGV dolly chassis structure, including chassis main body and travelling mechanism, the travelling mechanism includes: first swing bridge;Swing type is in the second swing bridge of the chassis main body, the first swing bridge with the second swing bridge opposite distribution, and both proximal end movable joint;Auxiliary universal wheel;Mounting bracket fixed in first swing bridge;Driving wheel is rotatably installed in mounting bracket;And for driving driving wheel rotation travelling motor;In the utility model, adopt split swing bridge design, both opposite distribution and proximal end movable joint, can independently around bridge shaft rotation, this design breaks the rigid constraint of integral structure, can disperse stress, reduce torque, solve the problem that integral swing bridge is easily tired, load concentration, ensure that all wheels contact with ground, avoid load concentration in part wheel, single swing unit failure does not need to be overall disassembled, reduce maintenance cost and process complexity.

The present application relates to the swivel bridge relates to the construction technology, especially to a continuous steel truss-web double-layer combined swivel bridge structure, which is arranged in a continuous steel truss-web double-layer combined T-shaped structure form, the lower layer is arranged with a ribbed slab type concrete beam bridge deck, the upper layer is arranged with a steel truss beam and an orthotropic steel bridge deck slab, three main trusses are arranged in the horizontal direction of the upper layer, and the longitudinal direction is a Warren type main truss, so that the design and construction technology problems of the double-layer highway overpass railway bridge swivel are properly solved.

The invention relates to the technical field of anti-swing control of bridge cranes, in particular to a double-swing bridge crane integrated control method and system which comprises an equation calculation unit, a shaping design unit, a target setting unit, a convolution operation unit, an integral operation unit, an error calculation unit and a control calculation unit. By arranging a double-pendulum bridge crane system mathematical model with a double-pendulum effect and introducing an input shaper, the swing suppression and anti-interference performance of the system disclosed by the invention is improved based on the control of the control system on the double-pendulum bridge crane, and by arranging the multi-loop control system and the nonlinear PID integrated control system, the system has the advantages of high reliability and high reliability. Through the synergistic effect of input shaping and the controller, the vibration frequency characteristic and full-state real-time information of the double-pendulum bridge type crane system are fully considered, so that the double-pendulum bridge type crane system has good response speed and stability, the residual swing of the double-pendulum bridge type crane system is reduced, and the service life of the double-pendulum bridge type crane system is prolonged. And the engineering transportation efficiency of the double-pendulum bridge crane system is improved.

The application discloses a continuous steel web-plate truss double-layer combined swivel bridge stress conversion method, which comprises the following steps: after the ribbed slab type prestressed concrete beam structure is completely poured and tensioned, the support is removed, then the temporary supporting piers are removed in a symmetric mode according to the mode of removing one every other one from the main pier to the two end directions, and the outermost row of temporary supporting piers is reserved to be removed after temporary steel supports are installed; finally, the main beam side pier supporting cushion stones are poured, and the bearings are installed; the main beam is supported on the bearings, and the stress conversion is completed; by using the construction scheme, the outermost row of temporary supporting piers of the swivel bridge is reserved to be removed after the temporary steel supports are installed, so that the structure state of the swivel bridge in the three-pier two-span supporting state in the service state is effectively inspected before the outermost row of temporary supporting piers is removed, the structure state is in line with the design requirements, and the longitudinal overturning stability of the long cantilever structure in the process of removing the outermost row of temporary supporting piers and the swivel construction is greatly enhanced.

The invention belongs to the technical field of crane equipment, and particularly relates to an anti-swing bridge crane which comprises a high frame, a bridge frame is slidably connected to the high frame, and a crane carriage is arranged on the bridge frame; the crane carriage comprises a carriage frame, a hoisting mechanism is arranged on the carriage frame, and an anti-swing mechanism matched with a steel wire rope of the hoisting mechanism is arranged on the carriage frame; the anti-swing mechanism comprises a lifting frame which lifts up and down along the frame, and the maximum lifting height of the lifting frame is gradually changed; a plurality of fixed pulley blocks for limiting the steel wire rope are rotationally connected to the lifting frame; the lifting frame is further connected with a pair of sliding frames arranged below the fixed pulley block in a sliding mode, and the pair of sliding frames are each rotationally connected with two movable pulley blocks used for limiting the corresponding steel wire ropes. The problem that an existing bridge crane is prone to swing in the heavy object hoisting process is effectively solved.

The utility model relates to a conveying swing bridge for glass production and an air pressure kettle system thereof, comprising a swing bridge frame which is positioned outside an air pressure kettle body; the transmission mechanism is installed on the swing bridge frame, the glass vehicle is located on the transmission mechanism, the transmission mechanism is provided with a rotating end and a free end, and the free end can be meshed with a transmission gear in the air pressure kettle body; the power source is arranged at the rotating end of the conveying mechanism, can drive the conveying mechanism to convey the glass vehicle into the air pressure kettle body and is matched with the transmission gear of the air pressure kettle body through the conveying mechanism; the lifting mechanism is located at the end, close to the power source, of the bottom of the swing bridge frame, hinged to the swing bridge frame and capable of driving the swing bridge frame to rotate upwards along the axis of the power source so as to lift the swing bridge frame. A lot of time waste caused by manual pushing to the air pressure kettle body and manual walking out of the air pressure kettle body is avoided, and the safety risk is reduced.

This invention provides a large-span swing bridge structure and construction method based on a self-anchored suspension structure. The structure includes: a main bridge body, comprising a first pier, a main tower, and a first beam, the first beam being fixed to the top of the first pier; first suspension cable assemblies symmetrically arranged on both sides of the main tower, one end of each suspension cable assembly being fixed to the top of the main tower; and a swing system, comprising a pier cap, an upper turntable, and a lower turntable, the lower turntable being fixed to the top of the pier cap, the upper turntable being located above the lower turntable, the first pier being fixed to the top of the upper turntable, and a rotating assembly installed between the upper and lower turntables. The method includes: casting the lower turntable in place, constructing an annular slide, and placing spherical hinge supports; casting the upper turntable in place, fixing jack reaction seats, and placing support legs; completing the construction of the first pier, main tower, and first beam, arranging the first main cable, and tensioning the first suspender; and rotating the main bridge structure to the corresponding position. This invention is applicable to the construction of swing bridges of various spans, especially large spans.

This invention discloses a method for railway safety assessment under time-varying effects throughout the construction process of a railway-related T-shaped rotating bridge. This method divides the entire construction process of a railway-related T-shaped rotating bridge into three analysis stages: bridge completion process analysis, bridge rotation motion analysis, and bridge operation status analysis. In the bridge completion process analysis, a coupled analysis model of the bridge completion process and the railway is established to consider the impact of the bridge completion process on the railway. In the bridge rotation motion analysis, a refined analysis model of the bridge is first established to analyze the maximum deformation of the piers during three transient states: rotation start-up, uniform motion, and rotation braking. Then, the maximum deformation of the piers is applied to an equivalent coupled analysis model to achieve a refined analysis of the impact of the entire bridge rotation process on the existing railway. In the bridge operation status analysis, a coupled analysis model of the bridge operation status and the railway is established to consider the impact of the bridge operation process on the railway. In summary, this method can achieve railway safety assessment under time-varying effects throughout the construction process of a railway-related T-shaped rotating bridge.

The utility model discloses a heavy load latent AGV of self -adaptation ground relates to heavy load AGV technical field, including AGV chassis, AGV chassis side fixedly be provided with the lamp area, through swing bridge type suspension release whole bridge rotation degree of freedom, four wheel layout is equivalent to 'three point one face' structure, ensure that all wheel train reliable ground connection on uneven ground, avoid wheel train from the root source to hang in the air, simplify suspension structure and improve complex ground traffic stability significantly, simultaneously, adopt the linkage of many filiform rods and lift the platform, by precision transmission mechanism drive high accuracy ball screw lifter of servo motor, combine closed loop control, realized very high lifting positioning accuracy and repeat stability, satisfy the demand of precision operation, response speed is fast, no hydraulic lag, combine diagonal laser obstacle avoidance radar, four around anticollision strip, emergency stop button, lamp area and multilevel safety protection of voice loudspeaker, realized 360 degree dead angleless safety guarantee, ensure the operation reliability under the emergency situation.

The utility model belongs to the field of building construction, concretely relates to a T structure swivel bridge adjacent joint construction structure. Including high low span pier column and the T structure swivel bridge's post -poured section and T structure adjacent joint that set up on high low span pier column, post -poured section include roof, bottom plate and side plate, roof and bottom plate in independent setting have steel beam, post -poured section in setting have vertical manhole wall and divide post -poured section into operating room and pouring chamber, operating room roof and bottom plate on respectively set up with the slot for tensioning steel beam. The system of this application is simple, safe and reliable, can adjust parallel construction with T structure joint and adjacent joint flow water construction, obviously shortens the engineering construction time, ensures that the project is put into practical use early, solves the traffic jam of key area, guarantees the efficient travel of resident.

The application discloses a multi-span self-resetting swing double-column pier bridge system with additional small-displacement sliding and limiting devices, and belongs to the technical field of swing bridge systems, which comprises a main beam, a pier column and a pile cap arranged in sequence from top to bottom, and prestressed tendons are arranged between the main beam, the pier column and the pile cap; a small-displacement sliding device is arranged between the pier column and the main beam, and the small-displacement sliding device is used for the deformation displacement of the main beam along the bridge direction relative to the pier column when the main beam deforms; a limiting device is further arranged between the pier column and the main beam, and the limiting device is used for limiting the continuous movement of the bridge when the main beam moves to the limit position of the deformation displacement relative to the pier column; the application aims to allow the main beam to relatively slide with the pier under the action of temperature; when the relative sliding between the main beam and the pier along the bridge is large due to the action of an earthquake, the limiting device is triggered, so that the stress mechanism and the seismic performance of the bridge system in the swing process are the same as those of a common multi-span self-resetting swing double-column pier bridge system.

The utility model relates to the technical field of forward-moving forklifts, and discloses a single-drive double-steering swing axle mechanism which comprises a swing axle frame, a drive mechanism, two steering mechanisms and two walking wheels. The driving mechanism is located on the left side of the swing bridge and connected with the walking wheels to form a driving system to achieve whole vehicle walking. The two steering mechanisms are located on the two sides of the swing bridge frame respectively and connected with the walking wheels to drive the walking wheels to rotate to achieve steering. The driving mechanism and the steering mechanism are both provided with detection electrical elements, and accurate speed control and steering angle control are achieved. The steering driving assembly comprises a steering motor, a steering gear and a second steering driven gear, and the steering motor drives the steering gear to rotate to drive the walking wheels to steer. In addition, the steering system further comprises a speed change assembly which is used for adjusting the height of the steering motor, changing the transmission efficiency and achieving adjustment of the steering response speed and the steering angle under different driving conditions so as to improve driving comfort and safety.

The invention discloses a slewing device leveling construction method based on a flat turning type movable bridge, which comprises the following steps: S1, hoisting a slewing device to a specified position, constructing a 3D control network by using a total station, scanning a construction scene and the slewing device by using a 3D scanner, and forming a three-dimensional digital model through BIM (Building Information Modeling); s2, the center of the rotation device is positioned, the center error of a control point is strictly controlled within. Mm, the precision is improved by more than% compared with that of a traditional measurement method, the deviation of scanning data and a BIM model can be controlled within. Mm in cooperation with high-density scanning of more than or equal to points per square meter and encrypted acquisition of key parts, holographic digital replication of a construction scene is achieved, and the construction efficiency is improved. The non-contact and full-dimensional measurement mode not only avoids subjective errors of manual detection, but also greatly improves the deviation detection efficiency, provides an accurate data reference for subsequent leveling construction, and solves the problem of out-of-control accuracy caused by inaccurate measurement in large-diameter component assembly.