Steel inhaul cable suspension platform

Abstract

The utility model relates to the technical field of building construction, in particular to a steel inhaul cable suspension platform, which comprises a main steel column, a cantilever steel beam, an L-shaped davit beam, a main steel beam, a secondary steel beam and a platform plate, the cantilever steel beams are fixedly connected to the four faces of the main steel column. The main steel beams and the secondary steel beams are circularly connected to form a rectangular frame, and the platform plate is arranged on the rectangular frame; the L-shaped davit beams are connected to the middle positions of the bottoms of the main steel beam and the secondary steel beam; the tail end of the L-shaped davit beam is connected with the joint of the L-shaped davit beam and the main steel beam through a steel inclined strut; the tail end of the cantilever steel beam and the tail end of the L-shaped davit beam are opposite in space and are connected through an inhaul cable. The bottoms of the main steel beams are vertically connected to a concrete foundation pre-buried underground through inhaul cables, so that the requirements of modern buildings for efficient space utilization, innovative design, safety and stability are met.

Description

Technical Field

[0001] This utility model relates to the field of building construction technology, specifically to a steel cable suspension platform. Background Technology

[0002] In the current field of building technology, with the advancement of urbanization and the increasing scarcity of land resources, the demand for building components that efficiently utilize space, reduce floor space, and possess innovative design is becoming increasingly urgent. However, existing building components and their construction methods have many significant shortcomings, which largely limit their application potential in cutting-edge architectural fields such as suspended houses.

[0003] Specifically, the design of existing building components is often too conservative, lacking innovation and diversity. They mostly adopt traditional structures and forms, making it difficult to adapt to modern aesthetic concepts and the diverse needs of modern functions. Furthermore, in pursuing structural stability, these components often sacrifice space utilization efficiency, resulting in buildings with a large overall footprint, which does not align with the future trend of intensive and efficient urban development.

[0004] In terms of material strength, existing building components also have significant shortcomings. New building forms such as suspended houses place dual demands on material strength and lightweighting. They require components with extremely high load-bearing capacity and stability while maintaining low weight to achieve the levitation effect through advanced hoisting and fixing technologies. However, most building component materials currently on the market fail to meet these requirements, which to some extent hinders the further promotion and application of suspended house technology.

[0005] Furthermore, existing technologies for assembling building components have many shortcomings. Traditional construction methods often rely on assembling components of fixed sizes and shapes. This approach not only limits the diversity and personalization of architectural design but may also lead to potential problems with the connection methods and stability between components. Especially in complex structures such as suspended houses, where the requirements for overall stability are extremely high, the deficiencies of existing component assembly methods will directly affect the safety and stability of the building. Utility Model Content

[0006] To overcome the shortcomings of existing technologies, this utility model provides a steel cable suspension platform to meet the needs of modern architecture for efficient space utilization, innovative design, and safety and stability.

[0007] The technical means adopted by this utility model to solve its technical problem is: a steel cable suspension platform, the improvement of which is that the steel cable suspension platform includes a main steel column, a cantilever steel beam, an L-shaped hanging column beam, a main steel beam, a secondary steel beam, and a platform plate, wherein,

[0008] The main steel column is fixedly installed in the pre-embedded location by casting reinforced concrete; the cantilever steel beam is fixedly connected to the four sides of the main steel column;

[0009] The main steel beams and secondary steel beams are cyclically connected to form a rectangular frame, and the platform plate is set on the rectangular frame; the L-shaped hanging column beam is connected to the center of the bottom of both the main steel beams and secondary steel beams.

[0010] The tail end of the L-shaped hanging column beam and the connection between the L-shaped hanging column beam and the main steel beam are connected by steel diagonal braces.

[0011] The tail ends of the cantilevered steel beam and the L-shaped hanging column beam are spatially opposite each other and connected by cables;

[0012] The bottom of the main steel beam is vertically connected to the pre-embedded concrete foundation via cables.

[0013] In the above technical solution, steel tie rings are provided at the bottom of the cantilevered steel beam, the tail end of the L-shaped hanging column beam, and both ends of the bottom of the main steel beam.

[0014] The steel tie ring at the bottom of the cantilever steel beam is connected to the steel tie ring at the tail end of the L-shaped hanging column beam by a cable; at the same time, the steel tie ring at the tail end of the L-shaped hanging column beam is also connected to the main steel beam by a steel diagonal brace and the connection between the L-shaped hanging column beam and the main steel beam.

[0015] In the above technical solution, the cantilever steel beam and the main steel column, the hanging column beam and the main steel beam, and the steel tie ring and each foundation embedded part are all connected by welding.

[0016] In the above technical solution, the cable length is adjusted and tensioned using jacks to ensure that the stress meets the requirements of structural stability and subsequent construction and service loads.

[0017] The cable described in the above technical solution is made of high-strength, corrosion-resistant stainless steel strand or galvanized steel wire.

[0018] During the reinforced concrete pouring process of the main steel column described in the above technical solution, prestressed steel bars or steel strands are embedded inside.

[0019] The platform plate described in the above technical solution is provided with anti-slip and drainage structures, including but not limited to anti-slip textures, drainage holes or drainage grooves.

[0020] The beneficial effects of this utility model are:

[0021] By cleverly utilizing the balance between the platform's self-weight and cable stress, stable levitation of the platform is achieved. This novel and unique design not only breaks the limitations of traditional building structures but also significantly saves ground space, providing a new solution for the efficient use of urban space. Furthermore, the suspended platform provided in this application possesses extremely high flexibility and scalability. By selecting higher-strength materials, the platform's load-bearing capacity and stability can be further enhanced, thereby meeting a wider range of application needs. Simultaneously, multiple platforms can be combined to form larger-scale suspended houses or building complexes, offering entirely new possibilities for future urban planning and construction. Attached Figure Description

[0022] Figure 1 This is a front elevation view of a steel cable suspension platform according to an embodiment of the present invention;

[0023] Figure 2 This is a side elevation view of a steel cable suspension platform according to an embodiment of the present utility model;

[0024] Figure 3 This is a top view of a steel cable suspension platform according to an embodiment of the present invention;

[0025] Figure 4 This is a schematic diagram of the main steel column of a steel cable suspension platform, as shown in an embodiment of the present invention. Detailed Implementation

[0026] The present invention will be further described below with reference to the accompanying drawings and embodiments.

[0027] The following will clearly and completely describe the concept, specific structure, and technical effects of this utility model in conjunction with embodiments and accompanying drawings, so as to fully understand the purpose, features, and effects of this utility model. Obviously, the described embodiments are only a part of the embodiments of this utility model, not all of them. Other embodiments obtained by those skilled in the art based on the embodiments of this utility model without creative effort are all within the scope of protection of this utility model. Furthermore, all connections / linkages involved in the patent do not simply refer to direct contact between components, but rather to the ability to form a better connection structure by adding or reducing connecting accessories according to specific implementation conditions. The various technical features in this utility model can be combined interactively without contradicting each other.

[0028] In conclusion, the limitations of existing technologies in terms of building component design, material strength, and assembly methods have become key factors restricting the development of cutting-edge building technologies such as suspended houses. Therefore, there is an urgent need for a new type of building component to address these issues and meet the demands of modern architecture for efficient space utilization, innovative design, and safety and stability.

[0029] like Figure 1-3 As shown, this application provides a steel cable suspension platform, characterized in that the steel cable suspension platform includes a main steel column 1, a cantilever steel beam 2, an L-shaped hanging column beam 3, a main steel beam 4, a secondary steel beam 5, and a platform plate 6, wherein,

[0030] The main steel column 1 is fixedly installed at the pre-embedded location using reinforced concrete casting. The cantilever steel beam 2 is fixedly connected to the four sides of the main steel column 1. The main steel beam 4 and secondary steel beam 5 are cyclically connected to form a rectangular frame, and the platform plate 6 is set on the rectangular frame. The L-shaped hanging column beam 3 is connected to the center of the bottom of the main steel beam 4 and secondary steel beam 5. The tail end of the L-shaped hanging column beam 3 and the connection between the L-shaped hanging column beam 3 and the main steel beam 4 are connected by steel diagonal braces 7. The tail ends of the cantilever steel beam 2 and the L-shaped hanging column beam 3 are spatially opposite and connected by cables 8. The bottom of the main steel beam 4 is vertically connected to the pre-embedded concrete foundation through cables 8. By adjusting the length of the cables, jacks are used to tension the cables to ensure that their stress meets the requirements of structural stability and subsequent construction and service loads.

[0031] The main steel column 1 is made of 1000*1000*50 mm square steel with a strength of Q390; the cantilever steel beam 2 is made of 800*800*40 mm square steel with a strength of Q390; the L-shaped hanging column beam 3 is made of 800*800*40 mm square steel with a strength of Q355; the main steel beam 4 is made of 800*800*40 mm square steel with a strength of Q390; the secondary steel beam 5 is made of 600*600*30 mm square steel with a strength of Q355; the steel diagonal brace is made of 50*50*20 mm square steel with a strength of Q355; and the platform plate 6 is an 8 mm thick steel plate. It is worth noting that the above materials, specifications, and forms can be substituted and changed according to the actual construction scale, and are not limited to steel structure forms.

[0032] In one possible implementation, steel pull rings 9 are provided at the bottom of the cantilever steel beam 2, the tail end of the L-shaped hanging column beam 3, and both ends of the bottom of the main steel beam 4.

[0033] The steel ring 9 at the bottom of the cantilever steel beam 2 is connected to the steel ring 9 at the tail end of the L-shaped hanging column beam 3 by a cable 8; at the same time, the steel ring 9 at the tail end of the L-shaped hanging column beam 3 is also connected to the main steel beam 4 by a steel diagonal brace 7 and the L-shaped hanging column beam 3.

[0034] Optionally, the cantilever steel beam 2 and the main steel column 1, the L-shaped hanging column beam 3 and the main steel beam 4, and the steel tie ring 9 and each foundation embedded part are all connected by welding. This not only provides a high-strength connection but also increases the overall stability of the structure; through welding, the various components can be connected into a whole to jointly bear the external force, thereby improving the stability of the entire structure.

[0035] In one possible implementation, the cable 8 is made of high-strength, corrosion-resistant stainless steel strand or galvanized steel wire. These materials possess excellent mechanical properties and weather resistance, enabling them to withstand significant tensile and compressive forces while resisting the erosion of various chemicals, thus ensuring the cable's durability and service life. Furthermore, the cable's cross-sectional dimensions, length, and arrangement are precisely calculated and designed to meet the platform's stability and safety requirements.

[0036] In one possible implementation, all components of the steel cable suspension platform undergo anti-corrosion and rust-proofing treatment. Since the steel cable suspension platform is typically exposed to the outdoor environment, it is susceptible to erosion from natural factors such as rain, moisture, and oxidation, leading to deterioration of material performance and safety hazards. Anti-corrosion and rust-proofing treatment effectively resists the erosion of atmospheric and water corrosion factors, extends the service life of components, significantly reduces the rate and extent of such erosion, and ensures the long-term stable operation of the platform.

[0037] In one possible implementation, such as Figure 4 As shown, during the reinforced concrete pouring process of the main steel column 1, prestressed steel bars or steel strands are embedded. These prestressed steel bars or steel strands, according to specific mechanical design and arrangement methods, effectively improve the load-bearing capacity, crack resistance, and overall stability of the main steel column through tensioning and anchoring processes. In addition, the cross-sectional dimensions and shape design of the main steel column have also been precisely calculated to ensure its safe and reliable connection with the cantilever steel beam and the entire platform.

[0038] In one possible implementation, the platform plate 6 is provided with an anti-slip and drainage structure. The drainage structure includes, but is not limited to, anti-slip patterns, drainage holes, or drainage channels. The anti-slip patterns are made of wear-resistant and corrosion-resistant materials and undergo special treatment to ensure sufficient friction even under harsh conditions such as wetness or oiliness, preventing slips and falls. The design of the drainage holes or channels considers both the overall aesthetics of the platform and drainage efficiency, ensuring that water accumulated on the platform surface can be quickly drained, keeping it dry and clean.

[0039] The above is a detailed description of the preferred embodiments of the present utility model. However, the present utility model is not limited to the described embodiments. Those skilled in the art can make various equivalent modifications or substitutions without departing from the spirit of the present utility model. All such equivalent modifications or substitutions are included within the scope defined by the claims of this application.

Claims

1. A steel cable suspension platform, characterized in that, The cable-stayed suspension platform includes main steel columns, cantilevered steel beams, L-shaped hanging column beams, main steel beams, secondary steel beams, and platform slabs. The main steel column is fixedly installed in the pre-embedded location by casting reinforced concrete; the cantilever steel beam is fixedly connected to the four sides of the main steel column; The main steel beams and secondary steel beams are cyclically connected to form a rectangular frame, and the platform plate is set on the rectangular frame; the L-shaped hanging column beam is connected to the center of the bottom of both the main steel beams and secondary steel beams; The tail end of the L-shaped hanging column beam and the connection between the L-shaped hanging column beam and the main steel beam are connected by steel diagonal braces. The tail ends of the cantilevered steel beam and the L-shaped hanging column beam are spatially opposite each other and connected by cables; The bottom of the main steel beam is vertically connected to the pre-embedded concrete foundation via cables.

2. The steel cable suspension platform according to claim 1, characterized in that, Steel tie rings are provided at the bottom of the cantilevered steel beam, the tail end of the L-shaped hanging column beam, and both ends of the bottom of the main steel beam. The steel tie ring at the bottom of the cantilever steel beam is connected to the steel tie ring at the tail end of the L-shaped hanging column beam by a cable; at the same time, the steel tie ring at the tail end of the L-shaped hanging column beam is also connected to the main steel beam by a steel diagonal brace and the connection between the L-shaped hanging column beam and the main steel beam.

3. The steel cable suspension platform according to claim 1, characterized in that, The cantilevered steel beams are connected to the main steel columns, the suspended column beams are connected to the main steel beams, and the steel tie rings are connected to each foundation embedded part by welding.

4. The steel cable suspension platform according to claim 2, characterized in that, By adjusting the length of the cable, jacks are used to tension the cable to ensure that its stress meets the requirements of structural stability and subsequent construction and service loads.

5. The steel cable suspension platform according to claim 1, characterized in that, The cables are made of high-strength, corrosion-resistant stainless steel strands or galvanized steel wire.

6. The steel cable suspension platform according to claim 1, characterized in that, All components of the steel cable suspension platform are treated for corrosion and rust prevention.

7. The steel cable suspension platform according to claim 1, characterized in that, During the pouring of reinforced concrete for the main steel column, prestressed steel bars or steel strands are embedded inside.

8. The steel cable suspension platform according to claim 1, characterized in that, The platform plate is provided with anti-slip and drainage structures, including but not limited to anti-slip textures, drainage holes or drainage grooves.

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