A method for integrally lifting and installing a steel structure inclined bracing suspended ceiling batten

Abstract

The present application relates to the technical field of building decoration construction, and disclose a kind of steel structure inclined support ceiling joist overall lifting installation construction method, specific steps are as follows: S1, measurement release, composite existing control point, arrange edge angle traverse net, establish steel structure inclined support ceiling joist construction control net;S2, steel structure ceiling joist structure deepening, use BIM technology to cooperate steel structure ceiling joist design and carry out steel structure ceiling joist structure deepening work;S3, according to computer theoretical data design and make lifting device;S4, the lifting device installation;S5, according to construction drawing, steel structure ceiling joist is assembled on ground;S6, by lifting device, steel structure ceiling joist overall lifting.Not only can effectively guarantee construction safety and construction period, save construction cost, but also can effectively guarantee construction safety;Construction design level first-class, scheme flexible and simple, applicable scene range is wide, and generalizability is high.

Description

Technical Field

[0001] The invention relates to the technical field of building decoration and renovation construction, and in particular to a method for integrally lifting and installing a steel structure oblique bracing ceiling keel. Background Art

[0002] With the rapid development of modern architecture in my country, steel ceiling keels have become a widely used construction element in decoration and renovation. Furthermore, due to the increasingly stringent requirements placed on the construction environment by various projects, transporting decorative and renovation materials for steel ceiling keels along with other materials poses a risk of contamination, and the installation of separate vertical transportation equipment is subject to site restrictions. Furthermore, the installation of steel ceiling keels is generally in the middle and late stages of a project, with increasingly severe site space constraints. Furthermore, the materials required for steel ceiling keels are fragmented and scattered, making the installation of separate large-scale vertical transportation equipment uneconomical. Currently, installation generally involves manual transportation of raw materials indoors, which carries disadvantages such as time-consuming and labor-intensive raw material transportation, low installation efficiency, and numerous safety hazards. These factors lead to high transportation costs and uncontrollable construction schedules. Summary of the Invention

[0003] (1) Technical problems solved

[0004] In response to the shortcomings of the existing technology, the present invention provides a method for overall lifting and installation of steel structure diagonal braced ceiling keels, which has the advantages of convenient raw material transportation and high installation efficiency, and solves the problems of time-consuming and labor-intensive raw material transportation and low installation efficiency.

[0005] (2) Technical solution

[0006] In order to achieve the above-mentioned purpose of convenient raw material transportation and high installation efficiency, the present invention provides the following technical solution: a method for overall lifting and installation of steel structure diagonal bracing ceiling keels, the specific steps are as follows:

[0007] S1. Survey and lay out the lines, combine existing control points, arrange the corner wire network, and establish the control network for the construction of steel structure diagonal bracing ceiling keels;

[0008] S2. Deepening of the steel structure ceiling keel structure. Using BIM technology in conjunction with the steel structure ceiling keel design to carry out the deepening of the steel structure ceiling keel structure;

[0009] S3. Design and manufacture a lifting device based on computer theoretical data;

[0010] S4, installing the lifting device;

[0011] S5. Assemble the steel structure ceiling keels on the ground according to the construction drawings;

[0012] S6. Use the lifting device to lift the steel structure ceiling keel as a whole.

[0013] Preferably, the lifting device is an electric slide rail lifting device; the electric slide rail lifting device includes a slide rail and a steel structure ceiling keel, the top of the slide rail is provided with a fixing component, the fixing component is fixedly installed on the ceiling, the bottom of the slide rail is slidably connected to a power trolley, the bottom of the power trolley is fixedly installed with a lifting drive component, the bottom of the lifting drive component is fixedly installed with a suspension component, two groups of hooks are provided at the bottom of the suspension component, the four ends of the steel structure ceiling keel are fixedly installed with diagonal braces, the two diagonal braces distributed front and back are fixedly installed with steel cables, the middle parts of the two groups of steel cables are respectively hung on the two groups of hooks, and four groups of pre-embedded brackets 1 and four groups of pre-embedded brackets 2 are fixedly installed on the wall, the four groups of pre-embedded brackets 1 are used to support the lower side of the four ends of the steel structure ceiling keel, and the four groups of pre-embedded brackets 2 are used to support the lower side of the four diagonal braces.

[0014] Preferably, the slide rail is an I-beam, the fixing assembly includes a sleeve, the slide rail is slidably connected inside the sleeve, a plurality of hangers are equidistantly fixed on the top of the sleeve, threaded holes are opened on both sides of the sleeve, the sleeve is connected to a limiting bolt through the threaded hole, and the limiting bolt is attached to the surface of the slide rail.

[0015] The two wheels are fixedly mounted on the two mounting plates, and the two wheels are locked.

[0016] Preferably, the lifting drive component includes a U-shaped plate 2 fixedly mounted on the bottom of the U-shaped plate 1, a motor 2 is fixedly mounted on the right side of the U-shaped plate 2, a winding roller is fixedly mounted on the output end of the motor 2, the winding roller is rotatably connected to the inside of the U-shaped plate 2, a steel wire rope is wound on the winding roller, a through hole is opened through the bottom of the U-shaped plate 2, the steel wire rope passes through the through hole, and arc chamfers are provided on the edges at both ends of the through hole.

[0017] Preferably, the suspension assembly includes an arch plate 1, which is arched, and the front and rear sides of the arch plate 1 are fixedly installed with L-shaped plates, and the back of the L-shaped plate on the rear side is fixedly installed with a motor 3, and the output end of the motor 3 is fixedly installed with a rotating shaft 2, and the rotating shaft 2 penetrates and is rotatably connected to the two groups of L-shaped plates and the arch plate 1; the rotating shaft 2 is located on the circumferential surface inside the arch plate 1 and a turntable is fixedly installed, and spherical grooves are arranged in an array on the circumferential surface of the turntable; the rotating shaft 2 is located on the circumferential surface between the L-shaped plate and the arch plate 1 and is rotatably connected to the arch plate 2, and the top of the arch plate 2 is fixedly installed on the bottom end of the wire rope; a suspension rope is attached to the surface of the upper half of the turntable, and a plurality of steel balls are equidistantly fixed on the surface of the suspension rope, and the steel balls are embedded in the spherical grooves, and the two groups of hooks are respectively fixed on the two ends of the suspension rope.

[0018] Preferably, in S2, the deepening work of the steel structure ceiling keel structure is to realize the deepening of the steel structure ceiling keel structure through three-dimensional visualization, material parameter extraction, simulated arrangement, virtual template, drawing, and three-dimensional briefing; the main deepening contents include: deepening of the steel structure ceiling keel structure, collision detection, deepening of installation methods, etc.; through BIM modeling, the steel structure ceiling keel is integrated and analyzed with the building main body and electromechanical pipeline model to check whether there are collisions or conflicting parts, and to carry out in-depth design optimization in advance.

[0019] Preferably, in S3, the design strength and stability of the lifting device are analyzed by using integrated finite element modeling; three-dimensional solid unit modeling is performed on the structural beams and plates, lifting device components and lifting loads, and the model is defined by assigning different real constants, assigning section types and sizes, etc. The material model adopts the multilinear isotropic strengthening model (MISO), the lifting weight takes the most unfavorable weight, and the design shear stress of the load nodes of the lifting device and the deformation and displacement of the slide rail are simulated and verified.

[0020] Preferably, in S6, a trial lift is performed before the steel structure ceiling keel is lifted as a whole using a lifting device, and the lifting can be carried out only after confirming that the lifting device is stable and firm, and the trial lifting height does not exceed 0.5m; the steel structure ceiling keel is lifted to the installation positioning point, and the diagonal brace and the embedded bracket 2 are fixed with expansion bolts, and finally the installation of the steel structure ceiling keel and the embedded bracket 1 is completed.

[0021] Preferably, the steel structure ceiling keel is lifted as a whole. After the construction is completed, measuring instruments such as total stations and levels are required to detect the distance from the ground of each hanging point, calculate the relative height difference of each hanging point, and adjust the height of each hanging point to make the steel structure ceiling keel reach the designed posture; while ensuring that all design parameters are correct, the steel structure ceiling keel is lifted as a whole using a lifting device.

[0022] (3) Beneficial effects

[0023] Compared with the prior art, the present invention provides a method for integrally lifting and installing a steel structure diagonal ceiling keel, which has the following beneficial effects:

[0024] 1. The overall lifting and installation construction method of the steel structure diagonal bracing ceiling keel applies the advanced BIM technology to analyze the early stage of construction, deepen and pre-assemble the steel structure ceiling keel, check the collision and structural stability, eliminate safety hazards, solve theoretical difficulties, control various risks in advance, and save trial and error costs.

[0025] 2. This overall lifting and installation method for the steel structure's diagonally braced ceiling keels utilizes S3 and S4 to innovatively design an electric slide-rail lifting device. Integrated finite element modeling is used to analyze the lifting device's design strength and stability, ensuring construction quality and safety. This lifting device also offers high flexibility, solving the problem of transporting decorative and finishing materials within confined spaces and avoiding material contamination during installation.

[0026] 3. The overall lifting and installation construction method of the steel structure diagonal ceiling keel is elaborated in detail through S5 and S6. The lifting technology occupies a small space, the solution is flexible, simple and efficient, and it is highly scalable.

[0027] In summary, the overall lifting installation method for steel structure diagonal ceiling keels is suitable for the construction of steel structure ceiling keels. The overall lifting hoisting technology not only effectively ensures construction safety and reduces construction time, saving construction costs, but also effectively ensures construction safety. The construction design is first-class, the solution is flexible and simple, and it is applicable to a wide range of scenarios and highly scalable, providing a practical implementation case for peers. BRIEF DESCRIPTION OF THE DRAWINGS

[0028] Figure 1 This is a flow chart of a method for integrally lifting and installing a steel structure diagonal braced ceiling keel proposed by the present invention;

[0029] Figure 2 This is a schematic diagram of the three-dimensional structure of the electric slide rail lifting device proposed in the present invention;

[0030] Figure 3 The electric slide rail lifting device proposed by the present invention Figure 2 A schematic diagram of the enlarged structure of the details in the middle;

[0031] Figure 4 This is a schematic diagram of the three-dimensional structure of the power trolley, lifting drive component and suspension assembly of the electric slide rail lifting device proposed by the present invention;

[0032] Figure 5 This is a schematic diagram of the three-dimensional structure of the power trolley of the electric slide rail lifting device proposed by the present invention;

[0033] Figure 6 This is a schematic diagram of the three-dimensional structure of the lifting drive component of the electric slide rail lifting device proposed by the present invention;

[0034] Figure 7 This is a schematic diagram of the three-dimensional structure of the suspension assembly of the electric slide rail lifting device proposed by the present invention;

[0035] Figure 8 This is a schematic diagram showing the collision between the steel structure diagonal ceiling keel and the BIM model of the electromechanical pipeline in S2 of the present invention;

[0036] Figure 9 This is a schematic diagram of simulated stress for the in-depth design of the electric slide rail lifting device proposed in the present invention;

[0037] Figure 10 This is a schematic diagram of simulated displacement for the in-depth design of the electric slide rail lifting device proposed in the present invention.

[0038] Figure: 1. Slide rail; 2. Fixing assembly; 3. Power trolley; 4. Lifting drive unit; 5. Suspension assembly; 6. Steel structure ceiling keel; 7. Diagonal brace; 8. Steel cable; 9. Embedded bracket 1; 10. Embedded bracket 2.

[0039] 101, baffle; 201, sliding sleeve; 202, boom; 203, stop bolt; 301, U-shaped plate 1; 302, mounting cover; 303, rotating shaft 1; 304, wheel; 305, sprocket 1; 306, motor 1; 307, drive shaft; 308, sprocket 2; 309, chain belt;

[0040] 401, U-shaped plate 2; 402, motor 2; 403, winding roller; 404, wire rope;

[0041] 501. Arch plate 1; 502. L-shaped plate; 503. Motor 3; 504. Rotating shaft 2; 505. Turntable; 506. Spherical groove; 507. Arch plate 2; 508. Lifting rope; 509. Steel ball; 510. Hook. DETAILED DESCRIPTION

[0042] In the description of this application, it should be understood that the terms "length", "width", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", etc., indicating the orientation or position relationship, are based on the orientation or position relationship shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on this application.

[0043] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0044] See also Figures 1-10 , a method for the overall lifting and installation of steel structure diagonal ceiling keels, which adopts the overall lifting hoisting technology, is suitable for most steel keel decoration projects, ensuring construction safety and construction period, saving construction costs and ensuring construction safety. The specific construction steps are as follows:

[0045] S1. Survey and lay out the lines, combine existing control points, arrange the corner wire network, and establish the control network for the construction of steel structure diagonal bracing ceiling keels;

[0046] S2. Deepening of the structure of steel structure ceiling keel 6: Using BIM technology to coordinate the design of steel structure ceiling keel 6 to carry out the structural deepening work of steel structure ceiling keel 6;

[0047] The structural detailing of the steel ceiling keel 6 is accomplished through 3D visualization, material parameter extraction, simulated layout, virtual prototypes, drawing, and 3D presentation. Key details include structural detailing, collision detection, and installation method detailing. BIM modeling integrates and analyzes the steel ceiling keel 6 with the building's main structure and electromechanical pipeline models to detect collisions and conflicting areas, enabling early design optimization.

[0048] S3. Design and manufacture a lifting device based on computer theoretical data as an important transportation device for the steel structure ceiling keel 6 material;

[0049] The hoisting device is an electric slide rail hoisting device. Integrated finite element modeling was used to analyze the design strength and stability of the hoisting device to ensure construction quality and safety. Three-dimensional solid element modeling was performed for the structural beams and slabs, hoisting device components, and hoisting loads. The model was defined by assigning different real constants, cross-section types, and sizes. The material model used the multilinear isotropic hardening model (MISO). The hoisting load was taken as the most unfavorable weight, and the design shear stress at the load nodes of the hoisting device and the deformation and displacement of slide rail 1 were simulated and verified.

[0050] S4. Installation of electric slide rail lifting device;

[0051] S5. Assemble the steel structure ceiling keel 6 on the ground according to the construction drawings;

[0052] S6. Lift the steel ceiling keel 6 as a whole. Weld diagonal braces 7 at the four corners of the ceiling for initial installation and fixation. Install four diagonal braces 7 above the steel ceiling keel 6. Before using the lifting device for overall lifting, conduct a trial lift to confirm the stability and security of the lifting equipment. The trial lift height should not exceed 0.5m. Control the power trolley 3 to lift to the installation location. Use expansion bolts to secure the diagonal braces 7 to the embedded bracket 2 10. Finally, complete the installation of the steel ceiling keel 6 and the embedded bracket 1 9.

[0053] The steel structure ceiling keel 6 is lifted as a whole. After the construction is completed, measuring instruments such as total stations and levels are required to detect the distance from the ground of each lifting point, calculate the relative height difference of each lifting point, and adjust the height of each lifting point to make the steel structure ceiling keel 6 reach the designed posture; after ensuring that all design parameters are correct, the steel structure ceiling keel 6 is lifted as a whole using a lifting device.

[0054] See also Figure 2-Figure 7 The electric slide rail lifting device includes a slide rail 1 and a steel structure ceiling keel 6. A fixing component 2 is provided on the top of the slide rail 1, and the fixing component 2 is fixed to the ceiling by screws or the like. A power trolley 3 is slidably connected to the bottom of the slide rail 1, a lifting drive component 4 is installed at the bottom of the power trolley 3, a suspension component 5 is fixedly installed at the bottom of the lifting drive component 4, and two groups of hooks 510 are provided at the bottom of the suspension component 5. The four ends of the steel structure ceiling keel 6 are fixedly installed with diagonal braces 7. Four lifting points are provided on the top of the steel structure ceiling keel 6, and steel cables 8 are fixedly installed on the two lifting points distributed in the front and back. The middle parts of the two groups of steel cables 8 are respectively hung on the two groups of hooks 510. Four groups of pre-embedded brackets 1 9 and four groups of pre-embedded brackets 2 10 are fixedly installed on the wall. The four groups of pre-embedded brackets 1 9 are used to support the lower sides of the four ends of the steel structure ceiling keel 6, and the four groups of pre-embedded brackets 2 10 are used to support the lower sides of the four diagonal braces 7. The end of the steel structure ceiling keel 6 is fixed to the embedded bracket 1 9 by bolts, and the diagonal brace 7 is fixed to the embedded bracket 2 10.

[0055] The slide rail 1 is an I-beam. The fixed assembly 2 includes a sleeve 201. The slide rail 1 is slidably connected to the interior of the sleeve 201. Multiple suspension rods 202 are equidistantly fixed to the top of the sleeve 201. Threaded holes are provided on both sides of the sleeve 201. The sleeve 201 is connected to limit bolts 203 through the threaded holes. The limit bolts 203 are attached to the surface of the slide rail 1. By sliding the slide rail 1 relative to the sleeve 201, a portion of the slide rail 1 is extended to the outside of the building. Afterwards, the construction materials are lifted upward and then slid toward the interior of the building, thereby transferring the construction materials from the outside to the inside of the building. The relative position of the slide rail 1 and the sleeve 201 is fixed by tightening the limit bolts 203. In addition, baffles 101 are welded to both ends of the slide rail 1 to prevent the slide rail 1 from detaching from the sleeve 201 when sliding relative to the sleeve 201. They also prevent the power trolley 3 from detaching from the slide rail 1 when moving along the slide rail 1.

[0056] The power trolley 3 includes a U-shaped plate 301, which is composed of two side plates and a bottom plate. U-shaped plate 301 is U-shaped. Mounting covers 302 are fixedly mounted on both sides of U-shaped plate 301, forming a receiving cavity between the mounting covers 302 and the side plates of U-shaped plate 301. Each mounting cover 302 is rotatably connected to two rotating shafts 303, which extend through the side plates of U-shaped plate 301 and into the interior of U-shaped plate 301. A wheel 304 is fixedly mounted on one end of the rotating shaft 303 located within U-shaped plate 301, and the wheel 304 rolls against the upper surface of the bottom end of the slide rail 1.

[0057] A sprocket 1 305 is fixedly mounted on the circumferential surface of the rotating shaft 1 303 located within the accommodating cavity. A motor 1 306 is fixedly mounted on the surface of the front mounting cover 302. A drive shaft 307 is fixedly mounted on the output end of the motor 1 306. The drive shaft 307 extends through and rotatably connects to the U-shaped plate 1 301 and the two sets of mounting covers 302. Two sets of sprockets 2 308 are fixedly mounted on the drive shaft 307. The two sets of sprockets 2 308 are located in the two accommodating cavities, respectively. Within the accommodating cavities, the two sets of sprockets 1 305 and sprockets 2 308 are connected by a chain belt 309. The rotation of the drive shaft 307 by the motor 1 306 drives the two sets of sprockets 2 308 to rotate synchronously. The transmission function of the sprockets 2 308, the chain belt 309, and the sprocket 1 305 drives the four sets of wheels 304 to rotate synchronously. As a result, the four sets of wheels 304 roll on the slide rail 1, allowing the power cart 3 to travel on the slide rail 1.

[0058] The lifting drive 4 includes a second U-shaped plate 401 fixedly mounted at the bottom of the first U-shaped plate 301. A second motor 402 is fixedly mounted on the right side of the second U-shaped plate 401. A reel 403 is fixedly mounted on the output end of the second motor 402. The reel 403 is rotatably connected to the interior of the second U-shaped plate 401. A steel wire rope 404 is wound around the reel 403. A through hole 405 is formed through the bottom of the second U-shaped plate 401. The steel wire rope 404 passes through the through hole 405. The edges of the through hole 405 are provided with curved chamfers. The second motor 402 drives the reel 403 to rotate, reeling or releasing the steel wire rope 404, thereby driving the suspension assembly 5, the steel cable 8, and the steel structure ceiling keel 6 to rise and fall.

[0059] The suspension assembly 5 includes an arch plate 501, which is arched. L-shaped plates 502 are fixedly installed on the front and rear sides of the arch plate 501. Motor 3 503 is fixedly installed on the back of the rear L-shaped plate 502. A rotating shaft 2 504 is fixedly installed on the output end of motor 3 503. The rotating shaft 2 504 is rotatably connected to the two groups of L-shaped plates 502 and the arch plate 1 501; a turntable 505 is fixedly installed on the circumferential surface of the rotating shaft 2 504 located inside the arch plate 1 501, and a spherical groove 506 is arranged in an array on the circumferential surface of the turntable 505.

[0060] Rotating shaft 2 504 is located on the circumferential surface between L-shaped plate 502 and arch plate 1 501 and is rotatably connected to arch plate 2 507. The top of arch plate 2 507 is fixedly mounted on the bottom end of wire rope 404. A suspension rope 508 is attached to the upper surface of turntable 505. Multiple steel balls 509 are fixed to the surface of suspension rope 508 at equal intervals. The steel balls 509 are embedded in spherical grooves 506. Two sets of hooks 510 are fixedly mounted on each end of suspension rope 508. Due to the difficulty in ensuring the equal length of the two steel cables 8 during actual operation, the steel structure ceiling keel 6 is prone to tilting during installation. Motor 3 503 drives rotating shaft 2 504 and turntable 505 to rotate, driving the suspension rope 508 to move, thereby adjusting the height difference between the two sets of hooks 510, thereby maintaining the steel structure ceiling keel 6 horizontally.

[0061] While embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions, and variations may be made to these embodiments without departing from the principles and spirit of the invention, and that the scope of the invention is defined by the appended claims and their equivalents.

Claims

1. A method for integrally lifting and installing a steel structure diagonal ceiling keel, characterized in that: The specific steps are as follows: S1. Survey and lay out the lines, combine existing control points, arrange the corner wire network, and establish the control network for the construction of steel structure diagonal bracing ceiling keels; S2. Deepening of the steel structure ceiling keel structure, using BIM technology to cooperate with the design of the steel structure ceiling keel (6) to carry out the deepening of the steel structure ceiling keel (6); S3. Design and manufacture a lifting device based on computer theoretical data; S4, installing the lifting device; S5. Assemble the steel structure ceiling keel (6) on the ground according to the construction drawings; S6, lifting the steel structure ceiling keel (6) as a whole by means of a lifting device; The lifting device is an electric slide rail lifting device; The electric slide rail lifting device comprises a slide rail (1) and a steel structure ceiling keel (6), wherein a fixing assembly (2) is provided on the top of the slide rail (1), and the fixing assembly (2) is fixedly installed on the ceiling, and a power trolley (3) is slidably connected to the bottom of the slide rail (1), and a lifting drive component (4) is fixedly installed on the bottom of the power trolley (3), and a suspension assembly (5) is fixedly installed on the bottom end of the lifting drive component (4), and two groups of hooks (510) are provided on the bottom of the suspension assembly (5). The four ends of the keel (6) are fixedly installed with diagonal braces (7), and the two diagonal braces (7) distributed in the front and rear are fixedly installed with steel cables (8). The middle parts of the two groups of steel cables (8) are hung on two groups of hooks (510) respectively. Four groups of pre-buried brackets (9) and four groups of pre-buried brackets (10) are fixedly installed on the wall. The four groups of pre-buried brackets (9) are used to support the lower sides of the four ends of the steel structure ceiling keel (6), and the four groups of pre-buried brackets (10) are used to support the lower sides of the four diagonal braces (7); The suspension assembly (5) includes an arched plate (501), the arched plate (501) is arched, and L-shaped plates (502) are fixedly installed on the front and rear sides of the arched plate (501), a motor (503) is fixedly installed on the back of the L-shaped plate (502) on the rear side, and a rotating shaft (504) is fixedly installed on the output end of the motor (503), and the rotating shaft (504) is rotatably connected to the two groups of L-shaped plates (502) and the arched plate (501); A rotating disk (505) is fixedly mounted on the circumferential surface of the second rotating shaft (504) located inside the first arch plate (501), and a spherical groove (506) is arranged in an array on the circumferential surface of the rotating disk (505); The second rotating shaft (504) is located on the circumferential surface between the L-shaped plate (502) and the first arched plate (501) and is rotatably connected to the second arched plate (507). The top of the second arched plate (507) is fixedly mounted on the bottom end of the wire rope (404). A hanging rope (508) is attached to the upper surface of the turntable (505), and a plurality of steel balls (509) are fixed at equal intervals on the surface of the hanging rope (508). The steel balls (509) are embedded in the spherical grooves (506), and two groups of hooks (510) are fixedly mounted on both ends of the hanging rope (508).

2. The method for integrally lifting and installing the steel structure diagonal ceiling keel according to claim 1 is characterized in that: The slide rail (1) is an I-beam, and the fixing assembly (2) includes a slide sleeve (201). The slide rail (1) is slidably connected to the inside of the slide sleeve (201). A plurality of suspension rods (202) are fixed at equal intervals on the top of the slide sleeve (201). Threaded holes are provided on both sides of the slide sleeve (201). The slide sleeve (201) is connected to a limiting bolt (203) through the threaded hole, and the limiting bolt (203) is attached to the surface of the slide rail (1).

3. The method for integrally lifting and installing the steel structure diagonal ceiling keel according to claim 1 is characterized in that: The power trolley (3) includes a U-shaped plate (301), the U-shaped plate (301) is composed of two side plates and a bottom plate, and the U-shaped plate (301) is U-shaped; Both sides of the U-shaped plate (301) are fixedly mounted with mounting covers (302), and a receiving cavity is formed between the mounting covers (302) and the side plates of the U-shaped plate (301), and each of the mounting covers (302) is rotatably connected to two rotating shafts (303), and the rotating shafts (303) penetrate the side plates of the U-shaped plate (301) and extend into the interior of the U-shaped plate (301), and a wheel (304) is fixedly mounted on one end of the rotating shaft (303) located inside the U-shaped plate (301), and the wheel (304) rolls on the upper surface of the bottom end of the slide rail (1); The rotating shaft 1 (303) is fixedly mounted with a sprocket 1 (305) on the circumferential surface inside the accommodating cavity, the front surface of the mounting cover (302) is fixedly mounted with a motor 1 (306), the output end of the motor 1 (306) is fixedly mounted with a drive shaft (307), the drive shaft (307) is rotatably connected to the U-shaped plate 1 (301) and the two sets of mounting covers (302), the surface of the drive shaft (307) is fixedly mounted with two sets of sprocket 2 (308), and the two sets of sprocket 2 (308) are respectively located in the two accommodating cavities; In the accommodating cavity, the two groups of sprocket one (305) and sprocket two (308) are connected via a chain belt (309).

4. The method for integrally lifting and installing the steel structure diagonal ceiling keel according to claim 1 is characterized in that: The lifting drive member (4) includes a U-shaped plate 2 (401) fixedly mounted on the bottom of the U-shaped plate 1 (301), a motor 2 (402) fixedly mounted on the right side of the U-shaped plate 2 (401), a winding roller (403) fixedly mounted on the output end of the motor 2 (402), the winding roller (403) rotatably connected to the inside of the U-shaped plate 2 (401), a steel wire rope (404) wound on the winding roller (403), a through hole (405) penetrating the bottom of the U-shaped plate 2 (401), the steel wire rope (404) passing through the through hole (405), and arc chamfers provided on both ends of the through hole (405).

5. The method for integrally lifting and installing the steel structure diagonal ceiling keel according to claim 1 is characterized in that: In S2, the structural deepening work of the steel structure ceiling keel (6) is to realize the structural deepening of the steel structure ceiling keel (6) through three-dimensional visualization, material parameter extraction, simulated arrangement, virtual sample, drawing, and three-dimensional explanation; The main deepening contents include: deepening of steel structure ceiling keel (6), collision detection, and deepening of installation methods; Through BIM modeling, the steel structure ceiling keel (6) is integrated and analyzed with the building main body and electromechanical pipeline model to check whether there are any collisions or conflicting parts, and to carry out in-depth design optimization in advance.

6. The method for integrally lifting and installing the steel structure diagonal ceiling keel according to claim 1 is characterized in that: In S3, the design strength and stability of the lifting device were analyzed by using integrated finite element modeling; The structural beams and slabs, the components of the hoisting device and the hoisting load are modeled with three-dimensional solid elements. The model is defined by allocating different real constants, section types and sizes. The material model adopts the multi-linear isotropic hardening model (MISO). The hoisting load takes the most unfavorable weight. The design shear stress of the load nodes of the hoisting device and the deformation and displacement of the slide rail (1) are simulated and verified.

7. The method for integrally lifting and installing the steel structure diagonal ceiling keel according to claim 1 is characterized in that: In S6, a trial lift is performed before the steel structure ceiling keel (6) is lifted as a whole using a lifting device. The lifting can be performed only after confirming that the lifting device is stable and firm. The trial lifting height does not exceed 0.5m. The steel structure ceiling keel (6) is lifted to the installation positioning point, and the diagonal brace (7) is fixed to the embedded bracket 2 (10) using expansion bolts, and finally the steel structure ceiling keel (6) and the embedded bracket 1 (9) are installed.

8. The method for integrally lifting and installing the steel structure diagonal ceiling keel according to claim 7 is characterized in that: The steel structure ceiling keel (6) is hoisted as a whole. After the construction is completed, a total station is used to detect the distance from the ground of each hanging point, calculate the relative height difference of each hanging point, and adjust the height of each hanging point to make the steel structure ceiling keel (6) reach the designed posture; when ensuring that all design parameters are correct, the steel structure ceiling keel (6) is hoisted as a whole using a hoisting device.

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