Blast furnace cast house platform

By adopting a three-sided supported frame structure and heat-resistant material design on the iron tapping platform, the problems of trench deformation and structural damage caused by regular cleaning were solved, improving the stability and ease of replacement of the platform, and reducing construction difficulty and cost.

CN117187462BActive Publication Date: 2026-04-28CISDI ENGINEERING CO LTD
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
CISDI ENGINEERING CO LTD
Filing Date
2023-06-26
Publication Date
2026-04-28

AI Technical Summary

Technical Problem

The existing iron ore unloading platform and trench system are prone to deformation and cracking, and regular cleaning and replacement can cause structural damage, affecting service life and safety.

Method used

The platform structure, which is supported on three sides, includes platform frame columns, piers and platform slabs, to form a stable support for the trench system. Combined with the trench design of heat-resistant concrete or steel structure, the load and high temperature expansion effects are reduced, and displacement is reduced by using oil paper.

Benefits of technology

It improves the overall stability and durability of the iron tapping platform, simplifies the trench system replacement process, and reduces construction complexity and cost.

✦ Generated by Eureka AI based on patent content.

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    Figure CN117187462B_ABST
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Abstract

The present application discloses a kind of blast furnace casthouse platform, including the platform body for supporting ditch system, platform body includes platform frame column and is arranged in ditch system below beam of platform frame column, frame body and ditch system below beam are all provided with pier, pier is used to carry ditch system, platform plate is arranged on platform frame column, platform plate is used to limit lateral displacement of ditch system, pier and platform plate form three-side support to ditch system, by adopting the platform structure of embedding in casthouse after ditch system self-bearing, it solves the problem that the gap between horizontal load generated by molten iron that ditch system itself bears and the platform displacement of casthouse is too large, also solves the problem that the expansion of molten iron high temperature generated in production process that ditch system itself bears and the expansion gap of casthouse structure itself is too large, also solves the problem that the damage to ditch system itself structure caused by large mechanical equipment in the process of regularly replacing internal material of ditch system due to process requirement does not affect the overall stability and durability of platform structure itself of casthouse.
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Description

Technical Field

[0001] This invention relates to the technical field of building structures, and in particular to a blast furnace tapping platform. Background Technology

[0002] The tapping platform is a crucial area for separating and collecting molten iron from slag in modern blast furnace smelting. It includes structures such as the main channel, iron channel, slag channel, and swing chute, all designed for this separation and collection. However, existing tapping platform structures suffer from several technical shortcomings. The current system uses deep beams as sidewalls for the channels, with slabs laid between them, forming a unified structure. The channels, subjected to the force of flowing molten iron and its high temperature, are prone to deformation, leading to platform cracking and concrete loosening. Due to production requirements, regular cleaning and replacement of the channels using heavy machinery is necessary, causing damage to structural components and significantly impacting the overall lifespan of the platform. This poses a potential hazard to blast furnace operations. Summary of the Invention

[0003] In view of this, the purpose of the present invention is to provide a blast furnace tapping platform to reduce the damage caused by the ditch system itself to the overall tapping platform, and to facilitate the replacement of the damaged ditch system.

[0004] The present invention provides a blast furnace tapping platform using the following technical solution:

[0005] A blast furnace tapping platform includes a platform body for supporting a trench system. The platform body includes platform frame columns and a trench system lower beam disposed on the platform frame columns. Supports are provided on both the frame body and the trench system lower beam. The supports are used to support the trench system. Platform plates are provided on the platform frame columns. The platform plates are used to restrict the lateral displacement of the trench system. The supports and platform plates provide three-sided support for the trench system.

[0006] Optionally, the beams below the trench system include transverse beams of the platform trench bottom frame, longitudinal beams of the platform trench bottom frame, and secondary beams of the platform trench bottom. The platform frame columns, transverse beams of the platform trench bottom frame, and longitudinal beams of the platform trench bottom frame form a frame with a rectangular cross-section.

[0007] Optionally, the secondary beam at the bottom of the platform trench is set on the longitudinal beam of the platform trench bottom frame or on the transverse beam of the platform trench bottom frame along the length of the trench system.

[0008] Optionally, it also includes a beam-on-column and a platform beam. The platform beam is mirror-image disposed on two platform frame columns along the width direction of the trench system. The beam-on-column is disposed on the transverse beam of the platform trench bottom frame. The two platform plates are correspondingly disposed on the beam-on-column and limit the transverse direction of the trench system.

[0009] Optionally, two secondary beams are provided at intervals along the width of the trench system and are located below the two side walls of the trench system in the transverse direction.

[0010] Optionally, the cross-section of the groove system is an H-shaped groove or a U-shaped groove.

[0011] Optionally, an oil paper is provided between the platform body and the trench system.

[0012] Optionally, the platform body is a concrete structure or a steel structure.

[0013] Optionally, the trench structure is a heat-resistant concrete structure or a steel structure.

[0014] In summary, the present invention includes at least one of the following beneficial technical effects: by adopting a platform structure nested within the iron tapping area after the trench system is self-supporting, the problem of excessive difference between the horizontal load generated by the molten iron borne by the trench system and the platform displacement of the iron tapping area is solved. It also solves the problem of excessive difference between the expansion of the molten iron generated by the trench system during the production process and the expansion of the iron tapping area structure itself. Furthermore, it ensures that the damage to the trench system structure caused by the use of large mechanical equipment during the periodic replacement of materials inside the trench system due to process requirements does not affect the overall stability and durability of the iron tapping area platform structure itself. Attached Figure Description

[0015] Figure 1 This is a schematic diagram of the overall structure of an embodiment of the present invention. Figure 1 (The platform beams and platform slabs are concealed);

[0016] Figure 2 This is a schematic diagram of the overall structure of an embodiment of the present invention. Figure 2 ;

[0017] Figure 3 yes Figure 1 Sectional view along AA;

[0018] Figure 4 yes Figure 2 Sectional view along BB.

[0019] Explanation of reference numerals in the attached diagram: 1. Platform frame column; 2. Transverse beam of platform trench bottom frame; 3. Longitudinal beam of platform trench bottom frame; 4. Secondary beam of platform trench bottom; 5. Column on beam; 6. Trench system; 7. Pier; 8. Platform slab; 9. Platform beam. Detailed Implementation

[0020] The following is in conjunction with the appendix Figure 1-4 The present invention will be described in further detail below.

[0021] This invention discloses a blast furnace tapping platform.

[0022] Reference Figure 1 , Figure 2 , Figure 3 , Figure 4 A blast furnace tapping platform includes a platform body supporting a trough system 6. The platform body includes a frame body and secondary beams 4 at the bottom of the trough, both mounted on the frame body. Supports 7 are provided on both the frame body and the secondary beams 4, supporting the trough system 6. Platform plates 8 are provided on the frame body, limiting the lateral displacement of the trough system 6. The supports 7 and platform plates 8 provide three-sided support for the trough system 6. By employing a platform structure where the trough system 6 is self-supporting and nested within the tapping area, the problem of excessive difference between the horizontal load generated by the molten iron and the platform displacement of the tapping area is solved. It also solves the problem of excessive difference between the expansion of the molten iron during production and the expansion of the tapping area structure itself. Furthermore, it ensures that the damage to the trough system 6 caused by the periodic replacement of internal materials during process requirements does not affect the overall stability and durability of the tapping area platform structure.

[0023] The trench system 6 is constructed of heat-resistant concrete or steel. The cross-section of the trench system 6 is either an H-shaped or U-shaped trench. In this embodiment, the cross-section of the trench system 6 is an H-shaped trench.

[0024] The platform itself is a concrete or steel structure. The frame body includes platform frame columns 1, platform trench bottom frame transverse beams 2, and platform trench bottom frame longitudinal beams 3, which together form a rectangular frame.

[0025] The secondary beam 4 at the bottom of the platform trench is set on the longitudinal beam 3 of the platform trench bottom frame.

[0026] It also includes a beam-on-column 5 and a platform beam 9. The platform beam 9 is mirrored along the width direction of the trench system 6 and is set on the two platform frame columns 1. The beam-on-column 5 is set on the transverse beam 2 of the platform trench bottom frame. The two platform plates 8 are correspondingly set on the beam-on-column 5 and limit the transverse direction of the trench system 6.

[0027] In this embodiment, the transverse beam 2 of the platform trench bottom frame, the longitudinal beam 3 of the platform trench bottom frame, and the secondary beam 4 of the platform trench bottom form the lower beam of the trench system 6.

[0028] Setting up piers 7 on the beam below the ditch system 6 can reduce the span of the bottom plate of the ditch system 6.

[0029] Reference Figure 2 and 4 The secondary beam 4 at the bottom of the platform trench is set along the length of the trench system 6 on the transverse beam 2 of the platform trench bottom frame.

[0030] Two secondary beams 4 are provided at intervals along the width direction of the trench system 6, and are located below the two side walls of the trench system 6 in the transverse direction.

[0031] To prevent the trench system 6 from shifting under load and causing the platform body to move, oil paper is installed between the platform body and the trench system 6.

[0032] When the trench system 6 is a precast component or a steel structure component, the frame body and the beams below the trench system 6 are constructed on-site first, while the trench system 6 is fabricated simultaneously. Then, the columns 5, platform slabs 8, and platform beams 9 near the trench system 6 are constructed. Finally, the trench system 6 is installed. This allows on-site construction and the fabrication of the precast trench system 6 to proceed simultaneously, reducing the amount of wet work, greatly shortening the construction cycle, and reducing construction auxiliary costs and project investment costs. When the trench system 6 is a cast-in-place component, the frame body and the beams below the trench system 6 are constructed on-site first, followed by the columns 5, platform slabs 8, platform beams 9, and the trench system 6 near the trench system 6.

[0033] The groove system 6 and the platform body are separate force-bearing systems, which facilitates the separation of the groove system 6 from the platform body.

[0034] By adopting a double-beam system consisting of the platform trench bottom frame transverse beam 2 and the platform plate 8 to support the trench system 6 of the blast furnace tapping area, the degree of mutual influence between the two under stress is improved, and the trench system 6 can be easily replaced after damage during the production process without causing collateral damage to the overall platform.

[0035] The above are all preferred embodiments of the present invention and are not intended to limit the scope of protection of the present invention. Therefore, all equivalent changes made in accordance with the structure, shape and principle of the present invention should be covered within the scope of protection of the present invention.

Claims

1. A blast furnace tapping platform, characterized in that: The system includes a platform body for supporting the ditch system. The platform body includes a platform frame column and a ditch system lower beam set on the platform frame column. Both the frame body and the ditch system lower beam are provided with supports. The supports are used to support the ditch system. The platform frame column is provided with a platform plate. The platform plate is used to limit the lateral displacement of the ditch system. The supports and the platform plate provide three-sided support for the ditch system. The beams below the ditch system include transverse beams of the platform ditch bottom frame, longitudinal beams of the platform ditch bottom frame, and secondary beams of the platform ditch bottom. The platform frame columns, transverse beams of the platform ditch bottom frame, and longitudinal beams of the platform ditch bottom frame form a frame with a rectangular cross-section. The secondary beams at the bottom of the platform trench are set on the longitudinal beams of the platform trench bottom frame or on the transverse beams of the platform trench bottom frame along the length of the trench system; It also includes a beam-on-column and a platform beam. The platform beam is mirror-image-set on two platform frame columns along the width direction of the ditch system. The beam-on-column is set on the transverse beam of the platform ditch bottom frame. The two platform plates are correspondingly set on the beam-on-column and limit the transverse direction of the ditch system. The platform trench bottom secondary beams are arranged at intervals along the width direction of the trench system and are respectively located below the two side walls of the trench system in the transverse direction. Oil paper is provided between the platform body and the trench system.

2. The blast furnace tapping platform according to claim 1, characterized in that: The cross-section of the groove system is an H-shaped groove or a U-shaped groove.

3. The blast furnace tapping platform according to claim 1, characterized in that: The platform body is a concrete structure or a steel structure.

4. The blast furnace tapping platform according to claim 1, characterized in that: The trench structure is a heat-resistant concrete structure or a steel structure.

Citation Information

Patent Citations

  • Reinforcing structure for main channel of blast furnace casting house

    CN218372367U