A bearing seat for erecting concrete wall and steel beam

CN224605718UActive Publication Date: 2026-08-07HEBEI BAOHUI CONSTRUCTION CO LTD
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
HEBEI BAOHUI CONSTRUCTION CO LTD
Filing Date
2025-07-23
Publication Date
2026-08-07

AI Technical Summary

Technical Problem

此类方法不仅对墙体结构造成一定破坏,而且承载能力有限,难以满足大跨度、大荷载钢梁的安装需求,此外,传统安装方式存在定位不准、安装效率低、后期维护困难等问题,影响了施工进度与工程质量,为此,我们提出了一种混凝土墙体和钢梁搭设用承载座来解决上述问题

Benefits of technology

[0017]5、高度调节与稳固:通过支撑柱上的外螺纹旋合螺母,对承载板进行微调,确保钢梁安装的水平度与垂直度,提升安装精度,本步骤适用于施工误差补偿或不平整地面的适应性调整;

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a kind of load-bearing seats for concrete wall and steel beam erection, including wall, multiple fixed pipes are pre-buried in the wall, the fixed pipe is fixedly equipped with baffle, multiple fixed pipes are commonly provided with load-bearing plate, the one end of the load-bearing plate is in abutment in the one side of baffle, multiple studs are commonly provided with at the one side of load-bearing plate, one stud of same side and one fixed pipe of same side correspond, threaded blind hole is equipped in the fixed pipe, one stud of same side is penetrated load-bearing plate and extends to threaded blind hole inside.The utility model is through structure pre-buried, quick installation, multiple reinforcement and modular design, effectively solve the low bearing capacity of existing connection mode, low installation efficiency, destroy wall structure and other problems, not only improve the stability and bearing capacity of connection, also have good adaptability and maintainability, realize the quick positioning and installation of load-bearing plate, adapt to different construction conditions and steel beam specification.
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Description

Technical Field

[0001] This utility model relates to the field of steel structure technology, and in particular to a bearing seat for the erection of concrete walls and steel beams. Background Technology

[0002] Steel structures are structures made of steel materials and are one of the main types of building structures. The structure is mainly composed of steel beams, steel columns, steel trusses and other components made of steel sections and steel plates. The components or parts are usually connected by welds, bolts or rivets.

[0003] Currently, the traditional connection methods for steel beams and concrete walls mostly involve fixing them with expansion bolts or post-installed anchors. These methods not only cause some damage to the wall structure but also have limited load-bearing capacity, making them unsuitable for installing large-span, high-load steel beams. Furthermore, traditional installation methods suffer from inaccurate positioning, low installation efficiency, and difficulties in subsequent maintenance, affecting construction progress and project quality. Therefore, we propose a load-bearing base for the erection of concrete walls and steel beams to solve these problems. Utility Model Content

[0004] The purpose of this utility model is to address the shortcomings of existing technologies by proposing a support for the erection of concrete walls and steel beams.

[0005] To achieve the above objectives, the present invention adopts the following technical solution:

[0006] A support for erecting concrete walls and steel beams includes a wall with multiple fixed pipes embedded within it. Each fixed pipe is fitted with a baffle plate. A support plate is threaded through the multiple fixed pipes. One end of the support plate abuts against one side of the baffle plate. Multiple studs are evenly spaced through one side of the support plate, with one stud on each side corresponding to one fixed pipe on the same side. Each fixed pipe has a threaded blind hole. One stud on each side penetrates the support plate and extends into the threaded blind hole. An mounting plate is fixed to one side of the support plate. A steel beam is detachably mounted on the upper end of the mounting plate. A reinforcing plate is fixed to the lower end of the mounting plate, with one side of the reinforcing plate fixed to one end of the support plate.

[0007] Preferably, the support plate has a plurality of mounting holes at equal intervals on one side, and a through hole is provided on one side of the mounting holes. One end of the fixing tube extends into the corresponding mounting hole, and the stud passes through the through hole.

[0008] Preferably, the number of fixed tubes is 4-8.

[0009] Preferably, one end of the reinforcing plate is welded to one side of the bearing plate, and the upper end of the reinforcing plate is welded to the lower end of the mounting plate.

[0010] Preferably, both the mounting plate and the steel beam are provided with corresponding connection holes, and a bolt passes through the two connection holes on the same side.

[0011] Preferably, multiple support columns are pre-embedded in the wall, the bearing plate is sleeved on the support columns, and multiple external threads are provided at equal intervals on the outer side wall of the support column. Nuts are screwed onto the external threads, and one end of the nut abuts against one side of the bearing plate.

[0012] When installing this utility model:

[0013] 1. Wall Embedding Stage: During the concrete wall pouring process, the fixing pipes and support columns are embedded into the wall to ensure accurate positioning and firm fixation. This stage is the foundation of the entire support structure, and the quality of the embedding directly affects the stability and load-bearing capacity of the subsequent installation.

[0014] 2. Installation of the support plate: The support plate is fitted onto the fixing pipe through the mounting holes. After adjusting the position, studs are passed through the through holes and screwed into the threaded blind holes of the fixing pipe to complete the initial fixing. This achieves a rigid connection between the support plate and the wall, providing a support platform for the subsequent structure.

[0015] 3. Structural reinforcement: By welding reinforcing plates between the load-bearing plate and the mounting plate, the strength and rigidity of the overall load-bearing structure are enhanced. The reinforcement plates effectively improve the bending and torsional resistance of the structure, making it suitable for heavy-load or high-rise building environments.

[0016] 4. Steel beam installation: Place the steel beam on top of the mounting plate and use bolts to make detachable connections through the corresponding connection holes to achieve quick installation. This not only has high installation efficiency, but also facilitates disassembly and replacement later.

[0017] 5. Height Adjustment and Stabilization: Fine-tune the bearing plate by engaging the external threaded nut on the support column to ensure the horizontality and verticality of the steel beam installation and improve installation accuracy. This step is suitable for construction error compensation or adaptive adjustment on uneven ground.

[0018] 6. Post-maintenance: If the steel beams need to be replaced or adjusted, only the bolts and studs need to be removed, which facilitates disassembly and reinstallation, greatly improving the maintainability and flexibility of the system and reducing post-maintenance costs.

[0019] This utility model has the following advantages:

[0020] 1. The fixed pipe and support column are pre-embedded in the wall, which avoids the damage to the wall caused by traditional expansion bolts and improves the overall load-bearing capacity of the connection parts;

[0021] 2. By connecting the mounting holes and the fixing pipes, the bearing plate can be quickly positioned and installed, adapting to different construction conditions and steel beam specifications;

[0022] 3. The screw-on structure of the stud and the threaded blind hole, the welding of the reinforcing plate, and the adjustment structure of the support column and nut form a multi-layered reinforcement system, which significantly improves the stability and shear resistance of the connection parts.

[0023] 4. The mounting plate and steel beam are connected by detachable bolts, which facilitates later maintenance, replacement or adjustment, and improves the flexibility and maintainability of the overall structure;

[0024] In summary, this utility model effectively solves the problems of low load-bearing capacity, low installation efficiency, and damage to the wall structure caused by existing connection methods through structural pre-embedding, rapid installation, multiple reinforcements, and modular design. It not only improves the stability and load-bearing capacity of the connection, but also has good adaptability and maintainability, realizing the rapid positioning and installation of the load-bearing plate and adapting to different construction conditions and steel beam specifications. Attached Figure Description

[0025] Figure 1 This is a structural diagram of the fixed pipe installation of this utility model;

[0026] Figure 2 This is a structural diagram showing the connection between the support plate and the mounting plate of this utility model;

[0027] Figure 3 This is a diagram of the stud mounting structure of this utility model;

[0028] Figure 4 This is a structural diagram of the fixed tube of this utility model;

[0029] Figure 5 A structural diagram showing the mounting holes and through holes of this utility model;

[0030] Figure 6 This is a structural diagram of the support column installation of this utility model;

[0031] Figure 7 This is a diagram showing the nut installation structure of this utility model.

[0032] In the diagram: 1. Wall, 2. Fixed pipe, 3. Baffle, 4. Threaded blind hole, 5. Bearing plate, 6. Stud, 7. Reinforcing plate, 8. Bolt, 9. Steel beam, 10. Mounting hole, 11. Through hole, 12. Mounting plate, 13. Connecting hole, 14. External thread, 15. Support column, 16. Nut. Detailed Implementation

[0033] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments of the present utility model. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments.

[0034] Example 1

[0035] Reference Figure 1-5 A bearing seat for erecting concrete walls and steel beams includes a wall 1, in which a plurality of fixing pipes 2 are pre-embedded, the number of fixing pipes 2 being 6, which can be permanently supported and installed to improve stability;

[0036] A baffle 3 is fixedly fitted onto the fixed tube 2. A bearing plate 5 is provided through multiple fixed tubes 2. Multiple mounting holes 10 are provided at equal intervals on one side of the bearing plate 5. A through hole 11 is provided on one side of the mounting hole 10. One end of the fixed tube 2 extends into the corresponding mounting hole 10. A stud 6 passes through the through hole 11. One end of the bearing plate 5 abuts against one side of the baffle 3. Multiple studs 6 are provided at equal intervals on one side of the bearing plate 5. The studs 6 can firmly fix the bearing plate 5 and the fixed tube 2 together. At the same time, they can reinforce and support the inside of the fixed tube 2, further improving the strength of the support.

[0037] A stud 6 on the same side corresponds to a fixing tube 2 on the same side. The fixing tube 2 is provided with a threaded blind hole 4. A stud 6 on the same side passes through the bearing plate 5 and extends into the threaded blind hole 4. A mounting plate 12 is fixed on one side of the bearing plate 5. A steel beam 9 is detachably installed on the upper end of the mounting plate 12. Both the mounting plate 12 and the steel beam 9 are provided with corresponding connecting holes 13. A bolt 8 passes through the two connecting holes 13 on the same side. The steel beam 9 and the mounting plate 12 can be stably and firmly connected by the bolt 8.

[0038] A reinforcing plate 7 is fixed to the lower end of the mounting plate 12. One end of the reinforcing plate 7 is welded to one side of the bearing plate 5, and the upper end of the reinforcing plate 7 is welded to the lower end of the mounting plate 12. One side of the reinforcing plate 7 is fixed to one end of the bearing plate 5, thereby improving the stability and adequacy of the support.

[0039] Example 2

[0040] Reference Figure 6 and Figure 7 The difference between this embodiment 2 and embodiment 1 is that this embodiment 2 also includes multiple support columns 15 pre-embedded on the wall 1, a bearing plate 5 sleeved on the support columns 15, multiple external threads 14 evenly spaced on the outer side wall of the support column 15, and nuts 16 threaded onto the external threads 14, with one end of the nut 16 abutting against one side of the bearing plate 5.

[0041] The support column 15 facilitates the installation and fixing of steel beams 9 of different specifications, improving adaptability and adequacy.

[0042] When installing this utility model:

[0043] 1. Wall pre-embedding stage: During the concrete wall pouring process, the fixing pipe 2 and the support column 15 are pre-embedded into the wall to ensure that their positions are accurate and firmly fixed. This stage is the foundation of the entire support structure, and the quality of pre-embedding directly affects the stability and load-bearing capacity of subsequent installation.

[0044] 2. Installation of bearing plate: The bearing plate 5 is fitted onto the fixing pipe 2 through the mounting hole 10. After adjusting the position, the stud 6 is passed through the through hole 11 and screwed into the threaded blind hole 4 of the fixing pipe 2 to complete the initial fixation. This achieves a rigid connection between the bearing plate 5 and the wall, providing a support platform for the subsequent structure.

[0045] 3. Structural reinforcement: By welding the reinforcing plate 7 between the load-bearing plate 5 and the mounting plate 12, the strength and rigidity of the overall load-bearing structure are enhanced. The setting of the reinforcing plate 7 effectively improves the bending and torsional performance of the structure, which is suitable for heavy-load or high-rise building environments.

[0046] 4. Steel beam installation: Place the steel beam 9 on the mounting plate 12 and use bolts 8 to make detachable connections through the corresponding connection holes 13 to achieve quick installation. This not only has high installation efficiency, but also facilitates disassembly and replacement later.

[0047] 5. Height Adjustment and Stabilization: By engaging the nut 16 with the external thread 14 on the support column 15, the bearing plate 5 is finely adjusted to ensure the horizontality and verticality of the steel beam 9 installation and improve the installation accuracy. This step is applicable to construction error compensation or adaptive adjustment on uneven ground.

[0048] 6. Post-maintenance: If steel beam 9 needs to be replaced or adjusted, only bolts 8 and studs 6 need to be removed, which facilitates disassembly and reinstallation, greatly improving the maintainability and flexibility of the system and reducing post-maintenance costs.

[0049] The above description is only a preferred embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Any equivalent substitutions or changes made by those skilled in the art within the technical scope disclosed in the present utility model, based on the technical solution and the inventive concept of the present utility model, should be included within the protection scope of the present utility model.

Claims

1. A bearing seat for erecting concrete walls and steel beams, comprising a wall (1), characterized in that, Multiple fixed pipes (2) are pre-embedded in the wall (1). A baffle (3) is fixedly fitted on the fixed pipe (2). A bearing plate (5) is provided through the multiple fixed pipes (2). One end of the bearing plate (5) abuts against one side of the baffle (3). Multiple studs (6) are provided through one side of the bearing plate (5) at equal intervals. One stud (6) on the same side corresponds to one fixed pipe (2) on the same side. A threaded blind hole (4) is provided in the fixed pipe (2). One stud (6) on the same side passes through the bearing plate (5) and extends into the threaded blind hole (4). An installation plate (12) is fixed on one side of the bearing plate (5). A steel beam (9) is detachably installed on the upper end of the installation plate (12). A reinforcing plate (7) is fixed on the lower end of the installation plate (12). One side of the reinforcing plate (7) is fixed to one end of the bearing plate (5).

2. The bearing seat for erecting concrete walls and steel beams according to claim 1, characterized in that: The support plate (5) has a plurality of mounting holes (10) spaced at equal intervals on one side, and a through hole (11) is provided on one side of the mounting hole (10). One end of the fixing tube (2) extends into the corresponding mounting hole (10), and the stud (6) passes through the through hole (11).

3. The bearing seat for erecting concrete walls and steel beams according to claim 1, characterized in that: The number of fixed tubes (2) is 4-8.

4. A bearing seat for erecting concrete walls and steel beams according to claim 1, characterized in that: One end of the reinforcing plate (7) is welded to one side of the bearing plate (5), and the upper end of the reinforcing plate (7) is welded to the lower end of the mounting plate (12).

5. A bearing seat for erecting concrete walls and steel beams according to claim 1, characterized in that: Both the mounting plate (12) and the steel beam (9) are provided with corresponding connecting holes (13), and a bolt (8) is provided through the two connecting holes (13) on the same side.

6. A bearing seat for erecting concrete walls and steel beams according to claim 1, characterized in that: Multiple support columns (15) are pre-embedded in the wall (1), and the bearing plate (5) is sleeved on the support column (15). Multiple external threads (14) are provided at equal intervals on the outer side wall of the support column (15). Nuts (16) are threaded onto the external threads (14), and one end of the nut (16) abuts against one side of the bearing plate (5).