Correcting device for deviation of exterior facade steel structure

Abstract

The invention relates to the technical field of exterior facade steel structure installation, in particular to a correction device for exterior facade steel structure deviation. According to the technical scheme, the device comprises a transportation assembly, the top of the transportation assembly is fixedly provided with a first hydraulic telescopic assembly used for adjusting the Z-axis position of the exterior facade steel structure, and the top of the first hydraulic telescopic assembly is provided with an X-axis deviation correction assembly used for adjusting the X-axis position of the exterior facade steel structure; a Y-axis deviation correction assembly used for adjusting the Y-axis position of the outer vertical face steel structure is installed on the side face of the conveying assembly, and a deviation detection assembly used for collecting three-dimensional installation data is installed on one side of the Y-axis deviation correction assembly. The three sets of positioning clamping blocks are arranged in a triangular positioning mode, conveying balls are fully clamped and do not move, then errors generated during deviation are reduced, when the exterior facade steel structure moves in multiple directions, the exterior facade steel structure is likely to shake, danger is possibly generated, and then safety is improved.

Description

Technical Field

[0001] The invention relates to the technical field of facade steel structure installation, and in particular to a correction device for deviation of a facade steel structure. Background Art

[0002] In large public buildings such as curtain wall steel structures, stadiums, airport terminals, etc., the facade steel structures need to withstand multiple factors such as wind loads, temperature deformation, and self-weight. The installation accuracy directly affects the safety and appearance of the building. At present, most of the facade steel structures are operated by skilled workers relying on their experience. However, since correction is more troublesome (single point takes more than 30 minutes), it is easy to cause danger during this operation.

[0003] When the existing mechanical jacking device is used for the external facade steel structure, the conventional rigid jacking device is difficult to adapt to complex deformations (such as multi-point linkage offset). At the same time, the equipment is bulky (single set > 500kg), and there are great safety risks in high-altitude operations.

[0004] In the patent document with the published announcement number CN220942656U, a tool for steel structure correction is disclosed, including a base, a correction mechanism and a steel structure fixing mechanism. The tool for steel structure correction can perform correction operations on multiple positions of the steel structure at the same time by setting up multiple correction mechanisms, thereby improving work efficiency. Since the correction mechanism is movable, it is more convenient to adjust to different correction positions of the steel structure. Multiple front and rear corresponding correction mechanisms can be adjusted to the correction position, which can effectively avoid the deviation of the correction connection and improve the correction effect. The overall operation is simple and practical.

[0005] When the above devices are in use, they completely rely on rigid mechanisms such as hydraulic rods to push the facade steel structure. However, the mass of the facade steel structure is relatively large, and it is difficult to directly perform short-distance micro-adjustments on the curved surface of the hyperbolic curtain wall. The existing equipment has a small response range for different facade steel structures and low installation efficiency.

[0006] Therefore, the present application proposes a correction device for the deviation of the facade steel structure. Summary of the invention

[0007] The purpose of the present invention is to propose a device for correcting the deviation of a facade steel structure in view of the problem that the existing equipment in the background technology has a small response range for different facade steel structures and a low installation efficiency.

[0008] The technical solution of the present invention is as follows: a device for correcting the deviation of a facade steel structure comprises a transport component, a first hydraulic telescopic component for adjusting the Z-axis position of the facade steel structure is fixedly installed on the top of the transport component, an X-axis deviation correction component for adjusting the X-axis position of the facade steel structure is installed on the top of the first hydraulic telescopic component, a Y-axis deviation correction component for adjusting the Y-axis position of the facade steel structure is installed on the side of the transport component, and a deviation detection component for collecting three-dimensional installation data is installed on one side of the Y-axis deviation correction component; The X-axis misalignment correction assembly includes a slide cavity frame fixedly mounted on the top of the first hydraulic telescopic assembly, a porous placement plate fixedly mounted on the top of the slide cavity frame, an equal number of clamping sleeves fixedly mounted on the surface of the porous placement plate through a plurality of circular holes, and a transmission ball is rotatably mounted inside the clamping sleeve.

[0009] Optionally, a plurality of groups of gap grooves connected to the circular holes are provided on the surface of the porous placement plate, a positioning clamping block is hinged inside the gap groove, and a hollow sliding push block is slidably installed inside the porous placement plate.

[0010] Optionally, the hollow sliding push block is connected to the outer side of the positioning clamping block through an interlayer on the surface, a sliding groove is provided inside the clamping sleeve, an elastic clamping piece is slidably installed inside the sliding groove, and an auxiliary spring is fixedly installed between the side of the elastic clamping piece facing the positioning clamping block and the clamping sleeve.

[0011] Optionally, a support rod is fixedly installed at the bottom of the hollow sliding push block, a spring is fixedly installed between the porous placement plate and the support rod, the number of the support rods is multiple groups, and the bottoms of the multiple groups of support rods are all fixedly installed with support bottom plates, and an auxiliary hydraulic telescopic rod is fixedly installed between the support bottom plate and the porous placement plate.

[0012] Optionally, a connected hollow slide rail is provided between the slide cavity frame, the hollow sliding push block and the positioning clamping block, an auxiliary gear is arranged inside the slide cavity frame, a bidirectional transmission belt is fixedly installed on the outer side of the auxiliary gear, a plurality of gear teeth are fixedly installed on the inner wall of the bidirectional transmission belt, and the plurality of gear teeth are arranged in a meshing state with the auxiliary gear.

[0013] Optionally, the bidirectional transmission belt is slidably installed inside the hollow slide rail, and arc-shaped gear teeth are fixedly installed on the bottom of the transmission ball, and the arc-shaped gear teeth are arranged in a meshing state with the bidirectional transmission belt.

[0014] Optionally, the transport assembly includes a transmission frame fixedly mounted on the bottom of the first hydraulic telescopic assembly, and a plurality of universal wheels are disposed on the bottom of the transmission frame.

[0015] Optionally, the Y-axis misalignment correction assembly includes a slide plate slidably mounted on one side of the transmission frame, a second hydraulic telescopic rod is fixedly mounted on the side of the slide plate away from the porous placement plate, a bidirectional clamping plate is fixedly mounted on the top of the second hydraulic telescopic rod, and the bidirectional clamping plate is slidably mounted inside the slide plate.

[0016] Optionally, a hollow clamping frame is slidably installed inside the bidirectional clamping plate, a third hydraulic telescopic rod is fixedly installed on one side of the hollow clamping frame, two groups of third hinged rods are hinged on the side of the third hydraulic telescopic rod facing the porous placement plate, one side of the two groups of third hinged rods is hinged with a first hinged rod, one side of the first hinged rod is hinged with a fourth hinged rod, the fourth hinged rod is hinged to the surface of the hollow clamping frame, and the inner wall of the hollow clamping frame is hinged with a second hinged rod.

[0017] Optionally, a fourth hydraulic telescopic rod is fixedly installed inside the bidirectional clamping plate, one side of the fourth hydraulic telescopic rod is fixedly installed on the bottom of the hollow clamping frame, the offset detection component is fixedly installed on the side of the fourth hydraulic telescopic rod away from the third hydraulic telescopic rod, the fourth articulated rod and one side of the second articulated rod are both hinged with an auxiliary clamping block, and an adaptive arc block is slidably installed inside the auxiliary clamping block.

[0018] In summary, the present application includes at least one of the following beneficial technical effects: 1. As the hollow sliding push block gives the positioning clamping block a downward thrust, the positioning clamping block deflects toward the transmission ball along the connection of the gap groove. The positioning clamping block first tightly clamps the clamping sleeve, and the elastic clamping piece tightly clamps the transmission ball under the thrust of the positioning clamping block and the limit of the auxiliary spring. The transmission ball is fully clamped and will not move through the three groups of positioning clamping blocks arranged in a triangular position, thereby reducing the error caused by the deviation. When the facade steel structure moves in multiple directions, the facade steel structure is prone to shaking, which may cause danger, thereby improving safety; 2. The controller controls the first hydraulic telescopic component, the X-axis offset correction component and the Y-axis offset correction component to adjust the offset of the facade steel structure, so that the staff can adjust the position of the facade steel structure from a distance until the facade steel structure is aligned with the connection hole of the installation position, thereby improving safety and avoiding accidents; 3. The bidirectional transmission belt drives the transmission ball to rotate along the clamping sleeve by meshing with the transmission ball. The synchronous rotation of multiple transmission balls drives the facade steel structure above it to be fine-tuned in one direction by the rolling friction force until the mounting holes are in an aligned state, thereby improving the correction accuracy and making the correction of the facade steel structure safer; 4. The third hydraulic telescopic rod pushes the third articulated rod to move, and the third articulated rod drives the first articulated rod to deflect, and the fourth articulated rod moves along the hollow clamping frame with the second articulated rod under the pulling force of the first articulated rod, so that the distance between the two auxiliary clamping blocks becomes larger or smaller, thereby meeting the full clamping of the facade steel structure, so that the facade steel structures with different clamping requirements can be better clamped and fitted, thereby improving the installation efficiency of the facade steel structure. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] Figure 1 It is a structural schematic diagram of the device for correcting the deviation of the facade steel structure of the present invention; Figure 2 A structural schematic diagram of the X-axis offset adjustment assembly of the present invention is given; Figure 3 A schematic structural diagram of a transmission ball of the present invention is provided; Figure 4 A structural schematic diagram of the support rod of the present invention is given; Figure 5 A schematic structural diagram of the gear teeth of the present invention is given; Figure 6 for Figure 5 Enlarged view of the middle A area; Figure 7 A structural schematic diagram of a bidirectional clamping plate of the present invention is given; Figure 8 A structural schematic diagram of the hollow clamping frame of the present invention is given; Fig. 9 for Figure 8 Enlarged view of the middle B area; Fig.10 A schematic structural diagram of a third hydraulic telescopic rod of the present invention is given.

[0020] Figure numerals: 1, transport assembly; 101, transmission frame; 102, universal wheel; 2, first hydraulic telescopic assembly; 3, X-axis deviation correction assembly; 301, porous placement plate; 302, slide cavity frame; 303, transmission ball; 304, gap groove; 305, positioning clamping block; 306, clamping sleeve; 307, hollow sliding push block; 308, support rod; 309, slide groove; 310, spring; 311, elastic clamping sheet; 312, arc gear; 313, two-way transmission belt; 31 4. Auxiliary gear; 315. Gear teeth; 316. Support base plate; 4. Y-axis misalignment correction assembly; 401. Slide plate; 402. Bidirectional clamping plate; 403. Hollow clamping frame; 404. Auxiliary clamping block; 405. Adaptive arc block; 406. Second hydraulic telescopic rod; 407. Third hydraulic telescopic rod; 408. Fourth hydraulic telescopic rod; 409. First articulated rod; 410. Second articulated rod; 411. Third articulated rod; 412. Fourth articulated rod; 5. Misalignment detection assembly. DETAILED DESCRIPTION

[0021] The technical solution of the present invention is further described below in conjunction with the accompanying drawings and specific embodiments.

[0022] like Figure 1 As shown, the present invention provides a device for correcting the deviation of the facade steel structure, comprising a transport component 1, a first hydraulic telescopic component 2 for adjusting the Z-axis position of the facade steel structure is fixedly installed on the top of the transport component 1, an X-axis deviation correction component 3 for adjusting the X-axis position of the facade steel structure is installed on the top of the first hydraulic telescopic component 2, a Y-axis deviation correction component 4 for adjusting the Y-axis position of the facade steel structure is installed on the side of the transport component 1, a deviation detection component 5 for collecting three-dimensional installation data is installed on one side of the Y-axis deviation correction component 4, and the deviation detection component 5 is installed inside with the image acquisition component for collecting three-dimensional information. There is a laser displacement meter with an accuracy of ±0.05mm, which obtains corresponding data of the three-dimensional information between the facade steel structure and the installation position, and transmits it to the terminal through the information transmission component inside the transmission frame 101, so that the staff can understand the three-dimensional deformation between the facade steel structure and the installation position in real time at a distance, and then control the first hydraulic telescopic component 2, the X-axis offset correction component 3 and the Y-axis offset correction component 4 through the controller to adjust the offset of the facade steel structure, and then the staff adjusts the position of the facade steel structure at a distance until the connection hole of the facade steel structure and the installation position are aligned, thereby improving safety and avoiding accidents.

[0023] like Figure 1 - Figure 2 As shown, the transport assembly 1 includes a transmission frame 101 fixedly mounted at the bottom of the first hydraulic telescopic assembly 2, and a plurality of universal wheels 102 are arranged at the bottom of the transmission frame 101. When the transmission frame 101 is moved to the specified installation position through the universal wheels 102, the approximate position is determined according to the experience of the staff, so as to facilitate the subsequent fine adjustment. The first hydraulic telescopic assembly 2 is used to support the upper facade steel structure to move up and down along the Z axis to adjust the deviation of the Z axis. The X-axis deviation correction assembly 3 includes a slide cavity frame 302 fixedly mounted on the top of the first hydraulic telescopic assembly 2. The slide cavity frame 302 A porous placement plate 301 is fixedly installed on the top of 02, and the surface of the porous placement plate 301 is fixedly installed with the same number of clamping sleeves 306 through multiple circular holes. The inside of the clamping sleeve 306 is rotatably installed with a transmission ball 303. The facade steel structure is placed on the top of the porous placement plate 301 using a crane and other equipment, so that the bottom of the facade steel structure is in full contact with the multiple transmission balls 303, and the contact surface between the transmission ball 303 and the facade steel structure is arc-shaped, which makes it easier for the facade steel structure to adjust the position on the X-axis and Y-axis of the porous placement plate 301.

[0024] like Figure 3 - Figure 6As shown, the surface of the porous placement plate 301 is provided with a plurality of groups of gap grooves 304 connected with the circular holes, and the gap grooves 304 have enough gaps to allow the positioning clamping block 305 to deflect along the connection, and the positioning clamping block 305 is hinged inside the gap grooves 304, and a hollow sliding push block 307 is slidably installed inside the porous placement plate 301, and the hollow sliding push block 307 is sleeved on the outer side of the positioning clamping block 305 through the interlayer on the surface, and a sliding groove 309 is provided inside the clamping sleeve 306, and an elastic clamping sheet 311 is slidably installed inside the sliding groove 309, and the elastic clamping sheet 311 faces one side of the positioning clamping block 305 and is in contact with the clamping sleeve 306. An auxiliary spring is fixedly installed between the hollow sliding push block 307, a support rod 308 is fixedly installed at the bottom of the hollow sliding push block 307, a spring 310 is fixedly installed between the porous placement plate 301 and the support rod 308, the number of support rods 308 is multiple groups, and the bottoms of the multiple groups of support rods 308 are fixedly installed with support bottom plates 316, and an auxiliary hydraulic telescopic rod is fixedly installed between the support bottom plate 316 and the porous placement plate 301. When the Y-axis deviation correction component 4 and the first hydraulic telescopic component 2 adjust the facade steel structure, the auxiliary hydraulic telescopic rod fixedly installed inside the sliding cavity frame 302 drives the support bottom plate 316 to move downward, and the support bottom plate 316 drives multiple groups of support rods 308 moves downward at the same time, and the support rod 308 drives the hollow sliding push block 307 to move a short distance under the limit of the spring 310. The hollow sliding push block 307 clamps the positioning clamping block 305. The surface of the positioning clamping block 305 located in the interlayer of the hollow sliding push block 307 is an arc, and the inner wall of the interlayer of the positioning clamping block 305 is also an arc that fits the positioning clamping block 305, so that the positioning clamping block 305 can only deflect in the interlayer outside the hollow sliding push block 307. As the hollow sliding push block 307 gives the positioning clamping block 305 a downward thrust, the positioning clamping block 305 moves along the connection of the gap groove 304. When the transmission ball 303 is deflected, the positioning clamping block 305 first clamps the clamping sleeve 306 tightly, and the elastic clamping piece 311 is tightly clamped with the transmission ball 303 under the thrust of the positioning clamping block 305 and the limit of the auxiliary spring. The transmission ball 303 is fully clamped and will not move through the three groups of positioning clamping blocks 305. At this time, when the Y-axis and Z-axis of the facade steel structure are adjusted, the X-axis movement will not occur, thereby reducing the error caused by the deviation. When the facade steel structure moves in multiple directions, the facade steel structure is prone to shaking, which may cause danger, thereby improving safety. A hollow slide rail is provided between the slide cavity frame 302, the hollow sliding push block 307 and the positioning clamping block 305. An auxiliary gear 314 is provided inside the slide cavity frame 302. A bidirectional transmission belt 313 is fixedly installed on the outer side of the auxiliary gear 314. A plurality of gear teeth 315 are fixedly installed on the inner wall of the bidirectional transmission belt 313. The gear teeth 315 mesh with the auxiliary gear 314, so that when the auxiliary gear 314 drives the bidirectional transmission belt 313 to rotate, the bidirectional transmission belt 313 is always in contact with the auxiliary gear 314. The gear 314 meshes and rotates synchronously, and the plurality of gear teeth 315 are arranged in a meshing state with the auxiliary gear 314, and the bidirectional transmission belt 313 slides along the hollow slide rails of the slide cavity frame 302, the hollow sliding push block 307 and the positioning clamping block 305. At the same time, since the vertical space of the hollow slide rail is large and the distance that the hollow sliding push block 307 moves up and down is small, the hollow sliding push block 307 does not contact the bidirectional transmission belt 313 when it moves up and down, and the bidirectional transmission belt 313 slides. Installed inside the hollow slide rail, the bottom of the transmission ball 303 is fixedly installed with an arc gear 312, and the arc gear 312 is arranged in a meshing state with the two-way transmission belt 313. Generally speaking, the movement of the facade steel structure in the Y-axis is only to make the facade steel structure and the installation position fit hole to hole, and the error is small. The movement of the facade steel structure in the X-axis requires more precision and requires fine adjustment in a small range. Therefore, when the facade steel structure is adjusted in the X-axis, if the facade steel structure is an arc structure, the Y-axis deviation correction component 4 is first away from the surface of the facade steel structure to avoid the Y-axis deviation correction component 4 being subjected to the force of the X-axis movement when clamping the facade steel structure, thereby causing overall deviation. At the same time, the correction speed of the X-axis is slowed down to reduce accidents. If the facade steel structure is a normal rectangular parallelepiped or a normal body, the Y-axis deviation correction component 4 is still fitted to the facade steel structure to improve the safety of the facade steel structure when moving. When the equipment is correcting the X-axis, the auxiliary hydraulic telescopic rod drives the support base plate 316 to move upward, and the support base plate 316 drives multiple groups of support rods 308 to move upward at the same time. The support rod 308 drives the hollow sliding push block 307 to move under the limit of the spring 310, and the hollow sliding push block 307 drives the positioning clamping block 305 to rotate in the direction away from the transmission ball 303, and the transmission ball 303 is not subjected to additional pressure. At the same time, the inner wall of the sliding cavity frame 302 is fixedly installed with a forward and reverse motor, and the output shaft of the forward and reverse motor is fixedly connected to the auxiliary gear 314, which drives the auxiliary gear 314 to rotate according to the offset. The detection component 5 collects the displacement information, and the two-way transmission belt 313 drives the transmission ball 303 to rotate along the clamping sleeve 306 by meshing with the transmission ball 303. Since the transmission ball 303 meshes with the two-way transmission belt 313 through the arc-shaped gear teeth 312, the rotation direction of the transmission ball 303 is limited, and it can only drive the facade steel structure to slide along the X-axis. The synchronous rotation of multiple transmission balls 303 drives the facade steel structure above it to be fine-tuned in one direction due to the rolling friction force until the mounting holes are in an aligned state, thereby improving the correction accuracy and making the correction of the facade steel structure safer.

[0025] like Figure 7 - Fig.10 As shown, the Y-axis misalignment correction component 4 includes a slide plate 401 slidably mounted on one side of the transmission frame 101, a second hydraulic telescopic rod 406 is fixedly mounted on the side of the slide plate 401 away from the porous placement plate 301, a two-way clamping plate 402 is fixedly mounted on the top of the second hydraulic telescopic rod 406, the two-way clamping plate 402 is slidably mounted inside the slide plate 401, a hollow clamping frame 403 is slidably mounted inside the two-way clamping plate 402, a third hydraulic telescopic rod 407 is fixedly mounted on one side of the hollow clamping frame 403, the third hydraulic telescopic rod 407 is hinged with two groups of third hinged rods 411 on one side facing the porous placement plate 301, and one side of the two groups of third hinged rods 411 is hinged with a first An articulated rod 409, a fourth articulated rod 412 is hinged on one side of the first articulated rod 409, the fourth articulated rod 412 is hinged on the surface of the hollow clamping frame 403, the inner wall of the hollow clamping frame 403 is hinged with a second articulated rod 410, the inside of the two-way clamping plate 402 is fixedly installed with a fourth hydraulic telescopic rod 408, one side of the fourth hydraulic telescopic rod 408 is fixedly installed on the bottom of the hollow clamping frame 403, the offset detection component 5 is fixedly installed on the side of the fourth hydraulic telescopic rod 408 away from the third hydraulic telescopic rod 407, the fourth articulated rod 412 and one side of the second articulated rod 410 are both hinged with an auxiliary clamping block 404, and the inside of the auxiliary clamping block 404 is hinged with an adaptive arc block 405.

[0026] In this embodiment, when the facade steel structure is placed on the top of the porous placement plate 301, the second hydraulic telescopic rod 406 drives the bidirectional clamping plate 402 to slide along the notch of the slide plate 401, and the fourth hydraulic telescopic rod 408 determines the clamping height according to the shape of the facade steel structure. At the same time, the offset detection component 5 moves with the fourth hydraulic telescopic rod 408 to collect data on the position of the installation hole at the installation position, and then the fourth hydraulic telescopic rod 408 drives the hollow clamping frame 403 to move outward along the bidirectional clamping plate 402. The adaptive arc block 405 moves until it contacts the external steel structure. If the external steel structure is a rectangular parallelepiped or other structure, the three sets of adaptive arc blocks 405 fit the external steel structure normally. If the external steel structure is a single arc structure, the adaptive arc block 405 in the middle contacts the arc surface of the external steel structure. The other two sets of Y-axis deviation correction components 4 are away from the external steel structure to avoid interference. The adaptive arc block 405 moves along the auxiliary clamping block 404 according to the spring between the auxiliary clamping block 404. The clamping block 404 deflects until the adaptive arc block 405 fully clamps the arc surface of the facade steel structure. At the same time, if the volume of the facade steel structure is large or small, the third hydraulic telescopic rod 407 pushes the third hinge rod 411 to move, and the third hinge rod 411 drives the first hinge rod 409 to deflect, and the fourth hinge rod 412 moves along the hollow clamping frame 403 with the second hinge rod 410 under the pulling force of the first hinge rod 409, so that the distance between the two auxiliary clamping blocks 404 becomes larger or smaller. , thereby fully clamping the facade steel structure. If the facade steel structure is a multi-arc structure, the electric telescopic rod connected to the left and right slide plates 401 inside the transmission frame 101 drives the slide plate 401 to slide along the groove of the transmission frame 101 until the slide plate 401 is located at the other arc positions except the middle arc, so that the multi-arc facade steel structure can be fully clamped, so that the facade steel structure with different clamping requirements can be better clamped and fitted, thereby improving the installation efficiency of the facade steel structure; Until there is a pressure sensor on the surface of the adaptive arc block 405, it can prevent the adaptive arc block 405 from exerting too much pressure on the facade steel structure and causing it to shift. At the same time, through the continued pushing of the fourth hydraulic telescopic rod 408, the facade steel structure is fully fitted with the installation position under the pushing of the adaptive arc block 405, and the correction is completed, which is convenient for the later fixation by the staff.

[0027] 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.

[0028] The above specific embodiments are only several optional embodiments of the present invention. Based on the technical solutions of the present invention and the relevant inspirations of the above embodiments, those skilled in the art can make various alternative improvements and combinations to the above specific embodiments.

Claims

1. A device for correcting the deviation of a facade steel structure, comprising a transport component (1), characterized in that: A first hydraulic telescopic component (2) for adjusting the Z-axis position of the facade steel structure is fixedly installed on the top of the transport component (1); an X-axis deviation correction component (3) for adjusting the X-axis position of the facade steel structure is installed on the top of the first hydraulic telescopic component (2); a Y-axis deviation correction component (4) for adjusting the Y-axis position of the facade steel structure is installed on the side of the transport component (1); and a deviation detection component (5) for collecting three-dimensional installation data is installed on one side of the Y-axis deviation correction component (4); The X-axis misalignment correction component (3) comprises a slide cavity frame (302) fixedly mounted on the top of the first hydraulic telescopic component (2); a porous placement plate (301) is fixedly mounted on the top of the slide cavity frame (302); the same number of clamping sleeves (306) are fixedly mounted on the surface of the porous placement plate (301) through a plurality of circular holes; a transmission ball (303) is rotatably mounted inside the clamping sleeve (306).

2. The device for correcting the deviation of the facade steel structure according to claim 1, characterized in that: The surface of the porous placement plate (301) is provided with a plurality of groups of gap grooves (304) communicating with the circular holes, a positioning clamping block (305) is hingedly connected inside the gap grooves (304), and a hollow sliding push block (307) is slidably installed inside the porous placement plate (301).

3. The device for correcting the deviation of the facade steel structure according to claim 2, characterized in that: The hollow sliding push block (307) is sleeved on the outer side of the positioning clamping block (305) via an interlayer on the surface; a sliding groove (309) is provided inside the clamping sleeve (306); an elastic clamping piece (311) is slidably installed inside the sliding groove (309); an auxiliary spring is fixedly installed between the side of the elastic clamping piece (311) facing the positioning clamping block (305) and the clamping sleeve (306).

4. The device for correcting the deviation of the facade steel structure according to claim 3 is characterized in that: A support rod (308) is fixedly installed at the bottom of the hollow sliding push block (307), a spring (310) is fixedly installed between the porous placement plate (301) and the support rod (308), the support rods (308) are provided in multiple groups, and a support base plate (316) is fixedly installed at the bottom of each of the multiple groups of support rods (308), and an auxiliary hydraulic telescopic rod is fixedly installed between the support base plate (316) and the porous placement plate (301).

5. The device for correcting the deviation of the facade steel structure according to claim 4, characterized in that: A hollow slide rail is provided between the slide cavity frame (302), the hollow sliding push block (307) and the positioning clamping block (305). An auxiliary gear (314) is provided inside the slide cavity frame (302). A bidirectional transmission belt (313) is fixedly installed on the outer side of the auxiliary gear (314). A plurality of gear teeth (315) are fixedly installed on the inner wall of the bidirectional transmission belt (313). The plurality of gear teeth (315) are arranged in a meshing state with the auxiliary gear (314).

6. The device for correcting the deviation of the facade steel structure according to claim 5, characterized in that: The bidirectional transmission belt (313) is slidably mounted inside the hollow slide rail, and an arc-shaped gear tooth (312) is fixedly mounted on the bottom of the transmission ball (303), and the arc-shaped gear tooth (312) and the bidirectional transmission belt (313) are arranged in a meshing state.

7. The device for correcting the deviation of the facade steel structure according to claim 1, characterized in that: The transport assembly (1) comprises a transmission frame (101) fixedly mounted on the bottom of the first hydraulic telescopic assembly (2), and a plurality of universal wheels (102) are arranged on the bottom of the transmission frame (101).

8. The device for correcting the deviation of the facade steel structure according to claim 7, characterized in that: The Y-axis misalignment correction assembly (4) comprises a slide plate (401) slidably mounted on one side of the transmission frame (101); a second hydraulic telescopic rod (406) is fixedly mounted on the side of the slide plate (401) away from the porous placement plate (301); a bidirectional clamping plate (402) is fixedly mounted on the top of the second hydraulic telescopic rod (406); and the bidirectional clamping plate (402) is slidably mounted inside the slide plate (401).

9. The device for correcting the deviation of the facade steel structure according to claim 8, characterized in that: A hollow clamping frame (403) is slidably installed inside the bidirectional clamping plate (402), a third hydraulic telescopic rod (407) is fixedly installed on one side of the hollow clamping frame (403), two groups of third hinged rods (411) are hinged on the side of the third hydraulic telescopic rod (407) facing the porous placement plate (301), one side of the two groups of third hinged rods (411) are hinged on the first hinged rod (409), one side of the first hinged rod (409) is hinged on the fourth hinged rod (412), the fourth hinged rod (412) is hinged on the surface of the hollow clamping frame (403), and the inner wall of the hollow clamping frame (403) is hinged on the second hinged rod (410).

10. The device for correcting the deviation of the facade steel structure according to claim 9, characterized in that: A fourth hydraulic telescopic rod (408) is fixedly installed inside the bidirectional clamping plate (402), one side of the fourth hydraulic telescopic rod (408) is fixedly installed on the bottom of the hollow clamping frame (403), the offset detection component (5) is fixedly installed on the side of the fourth hydraulic telescopic rod (408) away from the third hydraulic telescopic rod (407), the fourth hinged rod (412) and one side of the second hinged rod (410) are both hinged with an auxiliary clamping block (404), and an adaptive arc block (405) is hinged inside the auxiliary clamping block (404).

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