High-altitude cantilever steel structure supporting assembly and using method thereof

Abstract

The invention relates to the technical field of buildings, and discloses a high-altitude cantilever steel structure supporting assembly and a using method thereof.The high-altitude cantilever steel structure supporting assembly comprises a supporting structure installed on a wall, the supporting structure comprises a main beam, a pair of parallel upper supporting beams are installed on the side, close to the wall, of a web of the main beam, and the free ends of the upper supporting beams are fixed to the wall; a pair of parallel lower supporting beams is installed on the bottom face of the main beam, a lower reinforcing rod is fixedly installed between the two lower supporting beams, a horizontal lower cantilever beam is installed on the portion, between the two lower supporting beams, of the bottom face of the main beam, and an inclined supporting rod connected with the lower reinforcing rod is installed on the lower portion of the free end of the lower cantilever beam. An upper cantilever beam is supported on the upper surface of the lower cantilever beam through a plurality of web members, one end of the upper cantilever beam is fixed to the upper surface of the main beam, operation tables are installed on the main beam, and every two adjacent operation tables are connected through a connecting plate matched with a fastening bolt.

Description

Technical Field

[0001] The present invention relates to the field of engineering technology, in particular to the field of steel structure support, and specifically to a high-altitude cantilever steel structure support component and a use method thereof. Background Art

[0002] Cantilever structure is a term used in the engineering industry. It mainly refers to an effect achieved by building components using other structural designs. Part or all of the building is unsupported below, giving people a visual effect of being suspended in the air, and is mainly subjected to lateral forces. Cantilever structure is one of the common structural forms in engineering structures, such as awnings, eaves, external balconies, and cantilevered corridors in construction projects. This structure is a cantilever structure formed by cantilevering beams or plates from the main structure. It is essentially a beam-slab structure.

[0003] With the acceleration of urbanization and the development of high-rise buildings, high-altitude cantilever steel structure support components are increasingly used in modern buildings. High-altitude cantilever structures are usually used in balconies, viewing platforms, eaves, billboard brackets and other parts of buildings. These structures not only require high strength and high stability, but also need to maintain good performance under complex load conditions.

[0004] Existing steel structure support components have the following major problems and challenges in practical applications: Under high load conditions, cantilever beams are prone to excessive deflection and deformation, and even the risk of structural damage, which not only affects the functional use of the structure, but also may bring safety hazards; high-altitude operations have high technical requirements for construction personnel, which increases the difficulty of construction and safety risks. How to simplify the construction process, improve installation efficiency, and reduce construction costs is still a problem that needs to be solved. Summary of the invention

[0005] The present invention provides a high-altitude cantilever steel structure support component and a use method thereof to solve a series of problems such as the existing cantilever beam is prone to structural damage under high load and high altitude operation is difficult.

[0006] The present invention is implemented by the following technical solutions: A high-altitude cantilever steel structure support assembly includes a support structure installed on a wall, the support structure includes a main beam, a pair of parallel upper support beams are installed on the side of the web of the main beam close to the wall, and the free ends of the upper support beams are fixed to the wall; a pair of parallel lower support beams are installed on the bottom surface of the main beam, a lower reinforcement rod is fixedly installed between the two lower support beams, a horizontal lower cantilever beam is installed on the bottom surface of the main beam between the two lower support beams, and an oblique support rod connected to the lower reinforcement rod is installed at the lower part of the free end of the lower cantilever beam; the upper surface of the lower cantilever beam is supported by an upper cantilever beam through a plurality of web rods, one end of the upper cantilever beam is fixed to the upper surface of the main beam, an operating table is installed on the main beam, and two adjacent operating tables are connected by a connecting plate and fastening bolts.

[0007] During implementation, it includes a supporting structure installed on the wall. The connection nodes of the supporting structure are all connected by high-strength bolts. The high-strength bolt connection is easy to install and has a fast construction speed, which helps to shorten the construction period. The bolt connection makes the disassembly and replacement of the structure more convenient, which is conducive to later maintenance and inspection. The high-strength bolts have excellent shear and tensile properties to ensure the reliability and durability of the connection nodes. The exposed steel structure surface of the supporting structure is coated with a layer of anti-corrosion paint. The anti-corrosion paint effectively prevents oxidation and corrosion on the surface of the steel structure, significantly extending the service life of the structure. At the same time, it reduces the frequency of maintenance and replacement due to corrosion and reduces long-term maintenance costs. The supporting structure includes a main beam, which is made of H-shaped steel. The H-shaped steel has high bending stiffness to ensure that the structure has small deformation and high stability under load. A pair of parallel upper support beams are installed on the web of the main beam close to the wall. An upper reinforcement rod is fixedly installed between the two upper support beams, and the free end of the upper support beam is fixed to the wall.

[0008] A pair of parallel lower support beams are installed on the bottom surface of the main beam, and a lower reinforcement rod is fixedly installed between the two lower support beams.

[0009] The bottom surface of the main beam is located between the two lower supporting beams and is installed with a horizontal lower cantilever beam. The lower part of the free end of the lower cantilever beam is installed with an oblique brace connected to the lower reinforcement rod. The oblique brace is made of rectangular steel pipe. The oblique brace, the lower cantilever beam and the main beam form a triangular structure, which can effectively disperse and transfer the load and improve the overall stability and lateral force resistance of the structure.

[0010] The upper surface of the lower cantilever beam is supported by an upper cantilever beam through a number of web bars. The upper cantilever beam and the lower cantilever beam are made of I-shaped steel. The I-shaped steel has high bending stiffness, which ensures that the structure has small deformation and high stability under load. The combination of different types of steel materials optimizes the load and force of each part, thereby improving the bearing capacity of the overall structure. One end of the upper cantilever beam is fixed to the upper surface of the main beam, and an operating table is installed on the main beam. Two adjacent operating tables are connected by a connecting plate and fastening bolts.

[0011] Furthermore, a positioning rail is fixed to the lower surface of the operating table on the side of the upper cantilever beam, and the positioning rail cooperates with the positioning bolts installed on one side of the upper cantilever beam to fix the operating table, that is, the positioning rail is fixed to the lower surface of the operating table, and the positioning bolts pass through the positioning rail and are installed on the upper cantilever beam; a slide rail with rollers installed inside is fixed to the other side of the upper cantilever beam, and the sliding surface of the slide rail is flush with the upper surface of the upper cantilever beam and are on the same horizontal plane.

[0012] A method for using a high-altitude cantilever steel structure support assembly comprises the following steps: S1: Install two sets of upper support beams and lower support beams on the wall to ensure that they are firmly fixed. Through precise positioning and fixing, the installation height of each upper support beam and each lower support beam is consistent to provide a stable foundation.

[0013] S2: Fix the main beam on the upper supporting beam and the lower supporting beam, and install the upper cantilever beam above the main beam and the lower cantilever beam below it, ensuring that the connection between the upper cantilever beam, the lower cantilever beam and the main beam is tight and seamless to form a solid frame.

[0014] S3: The web is fixedly installed between the upper cantilever beam and the lower cantilever beam. This component increases the rigidity and stability of the entire structure and ensures that the structure does not deform under load.

[0015] S4: Installing lower reinforcement rods between lower support beams and installing upper reinforcement rods between upper support beams further enhances the strength of upper and lower cantilever beams, enabling them to withstand greater loads.

[0016] S5: Install the diagonal brace between the lower middle section of the lower reinforcement rod and the lower free end of the lower cantilever beam to form a triangular structure. The stability of the triangular geometry can effectively disperse and transfer the load, thereby improving the overall stability and lateral force resistance of the structure.

[0017] S6: Move the positioning track under the operating table close to the upper cantilever beam, and place the operating table on the upper cantilever beam and the slide rail. When adjusting the position of the operating table, the operating table slides on the upper surface of the upper cantilever beam and the slide rail. Construction personnel can flexibly adjust the position of the operating table according to specific work requirements, so as to facilitate high-altitude operations. Determine the position of the operating table and use positioning bolts to fix the positioning track to the upper cantilever beam.

[0018] S7: Connect the two operating tables using the fastening bolts.

[0019] Compared with the prior art, the present invention has the following beneficial effects: The present invention provides a high-altitude cantilever steel structure support component and a method of using the same. By using H-shaped steel as the main beam, I-shaped steel as the upper cantilever beam and the lower cantilever beam, and rectangular steel pipes as the diagonal bracing rods, the combination of different types of steel materials optimizes the load-bearing and force-bearing aspects of each part. The fixed installation of the web increases the rigidity and stability of the overall structure, ensuring that no deformation occurs under the action of load. The triangular structure formed by the diagonal bracing rods, the lower cantilever beam and the main beam improves the overall stability and lateral force resistance of the structure by effectively dispersing and transferring the load. The high-strength bolt connection is simple and fast, and has excellent shear and tensile properties, ensuring the reliability and durability of the connection nodes. These designs and material selections significantly improve the load-bearing capacity and service life of the high-altitude cantilever steel structure support component.

[0020] In the present invention, the exposed steel structure surface of the supporting structure is coated with an anti-corrosion paint, which effectively prevents oxidation and corrosion of the steel structure surface, significantly prolongs the service life of the structure, reduces the frequency of repairs and replacements due to corrosion, and reduces long-term maintenance costs. The use of high-strength bolt connections makes installation simple and quick, helps shorten the construction period, and makes disassembly and replacement of the structure more convenient, which is conducive to later maintenance and overhaul.

[0021] In the present invention, the design of the operating platform enables it to slide freely in the slide rail. Construction personnel can flexibly adjust the position of the operating platform according to specific work requirements, thereby making it more convenient to perform aerial work and improving work efficiency. The shell installed on the side of the upper cantilever beam and the rollers evenly distributed inside it reduce the friction of the operating platform when it moves on the slide rail, making the movement smoother and more labor-saving, improving the smoothness of the operating platform during movement, reducing jams and resistance, and ensuring the safety of aerial work. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] Figure 1 It is a structural schematic diagram of the present invention.

[0023] Figure 2 A bottom view of the present invention; Figure 3 is a schematic diagram of an operating table in the present invention; Figure 4 is a schematic diagram of the support structure of the present invention; Figure 5 It is a rear view of the supporting structure of the present invention; Figure 6 It is a side view of the present invention.

[0024] In the figure: 1. wall; 2. supporting structure; 201. main beam; 202. upper cantilever beam; 203. lower cantilever beam; 204. upper supporting beam; 205. lower supporting beam; 206. upper reinforcing rod; 207. lower reinforcing rod; 208. diagonal brace; 209. web member; 210. slide rail; 211. roller; 212. positioning bolt; 3. operating table; 301. positioning rail; 302. connecting plate; 303. fastening bolt. DETAILED DESCRIPTION

[0025] The specific embodiments of the present invention are described below in conjunction with the accompanying drawings.

[0026] A high altitude cantilever steel structure support component, such as Figures 1 to 6As shown: it includes a support structure 2 installed on the wall 1, and the connection nodes of the support structure 2 are all connected by high-strength bolts. The high-strength bolt connection is easy to install and has a fast construction speed, which helps to shorten the construction period. The bolt connection makes the disassembly and replacement of the structure more convenient, which is conducive to later maintenance and overhaul. The high-strength bolts have excellent shear and tensile properties, ensuring the reliability and durability of the connection nodes; the exposed steel structure surface of the support structure 2 is coated with a layer of anti-corrosion paint, which effectively prevents oxidation and corrosion of the steel structure surface, significantly prolongs the service life of the structure, and at the same time reduces the maintenance and replacement frequency caused by corrosion, reducing the long-term maintenance cost. The support structure 2 includes a main beam 201, which is made of H-shaped steel. The H-shaped steel has a high bending stiffness, ensuring that the structure has small deformation and high stability under load. A pair of parallel upper support beams 204 are installed on the web of the main beam 201 close to the wall 1. An upper reinforcement rod 206 is fixedly installed between the two upper support beams 204, and the free end of the upper support beam 204 is fixed on the wall 1. A pair of parallel lower support beams 205 are installed on the bottom surface of the main beam 201 , and a lower reinforcement rod 207 is fixedly installed between the two lower support beams 205 .

[0027] The bottom surface of the main beam 201 is located between the two lower support beams 205 and is installed with a horizontal lower cantilever beam 203. The lower free end of the lower cantilever beam 203 is installed with an inclined brace 208 connected to the lower reinforcement rod 207. The inclined brace 208 is made of rectangular steel pipe. The inclined brace 208, the lower cantilever beam 203 and the main beam 201 form a triangular structure, which can effectively disperse and transfer the load and improve the overall stability and lateral force resistance of the structure.

[0028] The upper surface of the lower cantilever beam 203 supports the upper cantilever beam 202 through a plurality of web members 209. The upper cantilever beam 202 and the lower cantilever beam 203 are made of I-shaped steel. The I-shaped steel has high bending stiffness, which ensures that the structure has small deformation and high stability under load. The combination of different types of steel materials optimizes the load and force of each part, thereby improving the load-bearing capacity of the overall structure. One end of the upper cantilever beam 202 is fixed to the upper surface of the main beam 201. An operating table 3 is installed on the main beam 201. Two adjacent operating tables 3 are connected by a connecting plate 302 in combination with fastening bolts 303.

[0029] Furthermore, a positioning rail 301 is fixed to the lower surface of the operating platform 3 on the side of the upper cantilever beam 202, and the positioning rail 301 cooperates with the positioning bolt 212 installed on one side of the upper cantilever beam 202 to fix the operating platform 3, that is, the positioning rail 301 is fixed to the lower surface of the operating platform 3, and the positioning bolt 212 passes through the positioning rail 301 and is installed on the upper cantilever beam 202; a slide rail 210 with a roller 211 installed inside is fixed to the other side of the upper cantilever beam 202, and the sliding surface of the slide rail 210 is flush with the upper surface of the upper cantilever beam 202 and is on the same horizontal plane.

[0030] A method for using a high-altitude cantilever steel structure support assembly comprises the following steps: S1: Install two sets of upper support beams 204 and lower support beams 205 on the wall 1 to ensure that they are firmly fixed. Through precise positioning and fixing, the installation height of each upper support beam 204 and each lower support beam 205 is consistent to provide a stable foundation.

[0031] S2: Fix the main beam 201 on the upper support beam 204 and the lower support beam 205, and install the upper cantilever beam 202 above the main beam 201 and the lower cantilever beam 203 below it, ensuring that the upper cantilever beam 202, the lower cantilever beam 203 and the main beam 201 are tightly and seamlessly connected to form a solid frame.

[0032] S3: The web member 209 is fixedly installed between the upper cantilever beam 202 and the lower cantilever beam 203. This component increases the rigidity and stability of the entire structure and ensures that the structure does not deform under load.

[0033] S4: The lower reinforcement rod 207 is installed between the lower support beams 205, and the upper reinforcement rod 206 is installed between the upper support beams 204, so as to further enhance the strength of the upper cantilever beam 202 and the lower cantilever beam 203, so that they can bear a greater load.

[0034] S5: Install the diagonal brace 208 between the lower middle portion of the lower reinforcement rod 207 and the lower free end of the lower cantilever beam 203 to form a triangular structure. The stability of the triangular geometric shape can effectively disperse and transfer the load, thereby improving the overall stability and lateral force resistance of the structure.

[0035] S6: Move the positioning track 301 under the operating platform 3 close to the upper cantilever beam 202, and place the operating platform 3 on the upper cantilever beam 202 and the slide rail 210. When adjusting the position of the operating platform 3, the operating platform 3 slides on the upper surface of the upper cantilever beam 202 and the slide rail 210. The construction personnel can flexibly adjust the position of the operating platform 3 according to specific work requirements, so as to more conveniently perform aerial operations. After determining the position of the operating platform 3, use the positioning bolts 212 to fix the positioning track 301 to the upper cantilever beam 202.

[0036] S7: Use the fastening bolts 303 to connect the two operating platforms 3.

[0037] The scope of protection claimed by the present invention is not limited to the above specific embodiments. For those skilled in the art, the present invention may have various deformations and changes. Any modifications, improvements and equivalent substitutions made within the concept and principle of the present invention should be included in the protection scope of the present invention.

Claims

1. A high-altitude cantilever steel structure support assembly, comprising a support structure (2) installed on a wall (1), characterized in that: The support structure (2) comprises a main beam (201), a pair of parallel upper support beams (204) being installed on the side of the web of the main beam (201) close to the wall (1), and the free ends of the upper support beams (204) being fixed on the wall (1); A pair of parallel lower support beams (205) are installed on the bottom surface of the main beam (201), and a lower reinforcement rod (207) is fixedly installed between the two lower support beams (205). A horizontal lower cantilever beam (203) is installed on the bottom surface of the main beam (201) between the two lower support beams (205), and a diagonal brace (208) connected to a lower reinforcement rod (207) is installed at the lower portion of the free end of the lower cantilever beam (203); The upper surface of the lower cantilever beam (203) supports an upper cantilever beam (202) via a plurality of web bars (209); one end of the upper cantilever beam (202) is fixed to the upper surface of the main beam (201); an operating table (3) is mounted on the main beam (201); two adjacent operating tables (3) are connected via a connecting plate (302) and fastening bolts (303).

2. The high-altitude cantilever steel structure support assembly according to claim 1, characterized in that: An upper reinforcement rod (206) is fixedly installed between the two upper support beams (204).

3. The high-altitude cantilever steel structure support assembly according to claim 1, characterized in that: A positioning rail (301) is fixed to the lower surface of the operating table (3) on the side of the upper cantilever beam (202), and the positioning rail (301) cooperates with a positioning bolt (212) installed on one side of the upper cantilever beam (202); a slide rail (210) with a roller (211) installed inside is fixed to the other side of the upper cantilever beam (202).

4. The high-altitude cantilever steel structure support assembly according to claim 1, characterized in that: The exposed steel structure surfaces of the support structure (2) are all coated with a layer of anti-corrosion paint.

5. The high-altitude cantilever steel structure support assembly according to claim 1, characterized in that: The main beam (201) is made of H-shaped steel, the upper cantilever beam (202) and the lower cantilever beam (203) are made of I-shaped steel, and the diagonal brace (208) is made of rectangular steel pipe.

6. The high-altitude cantilever steel structure support assembly according to claim 1, characterized in that: The connection nodes of the support structure (2) are all connected using high-strength bolts.

7. The high-altitude cantilever steel structure support assembly according to claim 3 is characterized by: The sliding surface of the slide rail (210) is flush with the upper surface of the upper cantilever beam (202) and is located on the same horizontal plane.

8. A method for using a high altitude cantilever steel structure support assembly, characterized in that: The following steps are involved: S1: installing two sets of upper support beams (204) and lower support beams (205) on the wall (1), with each upper support beam (204) and each lower support beam (205) being installed at the same height; S2: fixing the main beam (201) on the upper support beam (204) and the lower support beam (205), and installing the upper cantilever beam (202) above the main beam (201) and the lower cantilever beam (203) below the main beam (201); S3: fixing and installing a web member (209) between the upper cantilever beam (202) and the lower cantilever beam (203); S4: installing a lower reinforcement rod (207) between the lower support beams (205), and installing an upper reinforcement rod (206) between the upper support beams (204); S5: Install the diagonal brace (208) between the lower portion of the middle section of the lower reinforcement rod (207) and the lower portion of the free end of the lower cantilever beam (203) to form a triangular structure; S6: Move the positioning rail (301) below the operating table (3) close to the upper cantilever beam (202), place the operating table (3) on the upper cantilever beam (202) and the slide rail (210), and when adjusting the position of the operating table (3), slide the operating table (3) on the upper surface of the upper cantilever beam (202) and the slide rail (210), determine the position of the operating table (3), and use the positioning bolt (212) to fix the positioning rail (301) and the upper cantilever beam (202); S7: Connect the two operating platforms (3) using the fastening bolts (303).

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