Constructional column supporting structure

Abstract

The utility model discloses a constructional column supporting structure which comprises a supporting assembly, the supporting assembly comprises a constructional column, the top of the constructional column is fixedly connected with a bearing plate, I-shaped steel is symmetrically welded to the top of the bearing plate, and the tops of the two I-shaped steel are fixedly connected with welding steel bars. A frame body is fixedly connected to the tops of the welding steel bars, a pre-embedded ring is fixedly connected to one end of the constructional column, and a connecting plate is fixedly connected to the end, close to the pre-embedded ring, of the interior of the constructional column. According to the scaffold I-shaped steel constructional column supporting structure, through the arranged supporting assembly, it is achieved that during construction, an outer frame can be erected without backfilling of a fertilizer groove, meanwhile, the overhanging frequency of an upper frame body is reduced, the leakage risk caused by secondary plugging of a reserved hole in the I-shaped steel part is reduced, and the construction efficiency is improved. The construction progress of the main body is accelerated, the structure is simple, and practicability is high.

Description

Technical Field

[0001] This utility model relates to the field of building engineering technology, and in particular to a structural column support structure. Background Technology

[0002] In the current construction industry, residential and factory buildings are often tall and constructed at a fast pace. If the side walls of the basement around the main building cannot be backfilled in time, traditional construction methods require the use of cantilevered I-beams as the foundation for coupler-type scaffolding. According to the erection specifications for cantilevered scaffolding, a height exceeding 20m is considered a major project, requiring expert review and posing significant safety hazards. Furthermore, the building contains elevator shafts, ventilation shafts, and window sills. If cantilevered I-beams are present in multi-story buildings, construction on elevator shafts and ventilation shafts can only proceed after the I-beams have been dismantled. The secondary sealing of the pre-embedded openings after the cantilevered I-beams have a significant risk of leakage. To address these issues, we have introduced a scaffolding I-beam structural column support structure. Utility Model Content

[0003] This utility model discloses a structural column support structure, which aims to solve the technical problem that elevator shafts and ventilation shafts can only be constructed after the cantilevered I-beams are removed, and that there is a significant risk of leakage when the pre-embedded openings are sealed after the cantilevered I-beams are removed.

[0004] To achieve the above objectives, the present invention adopts the following technical solution:

[0005] A structural column support structure includes a support assembly, the support assembly including a structural column, a support plate fixedly connected to the top of the structural column, I-beams symmetrically welded to the top of the support plate, welded reinforcing bars fixedly connected to the tops of the two I-beams, a frame fixedly connected to the tops of the welded reinforcing bars, a pre-embedded ring fixedly connected to one end of the structural column, and a connecting plate fixedly connected to the interior of the structural column and the end located near the pre-embedded ring.

[0006] With the support components in place, the scaffolding can be erected without backfilling the trench during construction. This also reduces the number of times the upper scaffolding can be cantilevered, reduces the risk of leakage caused by secondary sealing of the reserved openings at the I-beams, and speeds up the construction progress of the main structure. The structure is simple and highly practical.

[0007] In a preferred embodiment, a support column is fixedly connected to the interior of the structural column and to one end near the connecting plate; an mounting plate is fixedly connected to the bottom of the structural column; a reinforcing bar column is fixedly connected to the bottom of the mounting plate; a ramp block is fixedly connected to the outside of the mounting plate and below the support plate; and a support block is fixedly connected to the bottom of the ramp block.

[0008] The strength of the structural column can be effectively increased by setting up steel bars, inclined blocks and support blocks, making the structural column more stable.

[0009] In a preferred embodiment, the structural columns and I-beams are manufactured and processed in the factory in one step according to the detailed drawings.

[0010] I-beams are manufactured and processed in the factory in one piece according to the detailed drawings, which can improve the strength of the I-beams and avoid the reduction in strength caused by welding multiple sections later, thus reducing the overall quality of the project.

[0011] In a preferred embodiment, the welded reinforcing bars extend into the steel pipes of the frame for welding to ensure its stability.

[0012] Welding the reinforcing bars into the steel pipes of the frame can effectively improve its stability.

[0013] The present invention provides a support structure for scaffolding I-beams and structural columns, which has the following advantages:

[0014] Firstly, the supporting components allow for the erection of the scaffolding without backfilling the trench during construction. This also reduces the number of times the upper scaffolding can be cantilevered, minimizes the risk of leakage caused by secondary sealing of the reserved openings at the I-beams, and speeds up the construction progress of the main structure. The structure is simple and highly practical.

[0015] Secondly, by adopting the above structure, the I-beams can be manufactured and processed in the factory in one piece according to the detailed drawings, which can improve the strength of the I-beams and avoid the reduction in strength of the I-beams caused by multiple welding sections in the later stage, thus reducing the overall quality of the project. Welding the reinforcing bars into the steel pipes of the frame can effectively improve its stability. Attached Figure Description

[0016] Figure 1 This is a front cross-sectional view of a structural column support structure proposed in this utility model.

[0017] In the attached diagram: 1. Structural column; 2. Support plate; 3. I-beam; 4. Welded steel bar; 5. Frame; 6. Embedded ring; 7. Connecting plate; 8. Support column; 9. Mounting plate; 10. Steel column; 11. Inclined block; 12. Support block. Detailed Implementation

[0018] The technical solutions of the embodiments of this application will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this application, and not all embodiments. The components of the embodiments of this application described and marked in the accompanying drawings can be arranged and designed in various different configurations. Therefore, the following detailed description of the embodiments of this application provided in the accompanying drawings is not intended to limit the scope of the claimed application, but merely represents selected embodiments of this application. All other embodiments obtained by those skilled in the art based on the embodiments of this application without inventive effort are within the scope of protection of this application.

[0019] This utility model discloses a support structure for scaffolding I-beams and structural columns, which is mainly used in building construction.

[0020] Reference Figure 1 A structural column support structure, specifically for scaffolding I-beam structures and their structural column support structures, includes a support assembly comprising a structural column 1. A support plate 2 is fixedly connected to the top of the structural column 1. I-beams 3 are symmetrically welded to the top of the support plate 2. Welded reinforcing bars 4 are fixedly connected to the tops of the two I-beams 3. A frame body 5 is fixedly connected to the top of the welded reinforcing bars 4. A pre-embedded ring 6 is fixedly connected to one end of the structural column 1. A connecting plate 7 is fixedly connected to the interior of the structural column 1, near the end of the pre-embedded ring 6. A support column 8 is fixedly connected to the interior of the structural column 1, near the end of the connecting plate 7. An mounting plate 9 is fixedly connected to the bottom of the structural column 1. A reinforcing bar column 10 is fixedly connected to the bottom of the mounting plate 9. An inclined block 11 is fixedly connected to the outside of the mounting plate 9, below the support plate 2. A support block 12 is fixedly connected to the bottom of the inclined block 11.

[0021] In this embodiment: The I-beam 3, which needs to be placed on top of the structural column 1, is installed at the top notch of the formwork. Then, four No. 10 steel bars are inserted into the structural column 1 according to the position of the I-beam 3. Subsequently, C30 concrete is poured into the interior of the formwork and compacted. After the concrete has solidified and hardened, the formwork is removed, and the structural column 1 is cured in time to ensure the strength of the concrete structural column 1. Through the set support components, the scaffolding can be erected without backfilling during construction. At the same time, the number of cantilevered sections of the upper scaffolding 5 is reduced, the risk of leakage caused by secondary sealing of the reserved openings at the I-beam 3 is reduced, and the construction progress of the main structure is accelerated. The structure is simple and highly practical.

[0022] In the above technical solution, considering the presence of the cantilevered I-beam 3, the elevator shaft and ventilation shaft can only be constructed after the I-beam 3 is removed. The secondary sealing of the pre-embedded opening after the removal of the cantilevered I-beam 3 poses a significant risk of leakage. To address this issue, the specific operation is as follows:

[0023] Reference Figure 1 In a preferred embodiment, the structural columns 1 and I-beams 3 are manufactured and formed in one piece in the factory according to the detailed drawings. Welding steel bars 4 are inserted into the steel pipes of the frame 5 and welded to ensure its stability.

[0024] In this embodiment, the I-beam 3 is manufactured and processed in the factory in one piece according to the detailed drawings, which can improve the strength of the I-beam 3 and avoid the reduction in strength of the I-beam 3 due to the subsequent multi-section welding method, thus reducing the overall quality of the project. The welding of the reinforcing bars 4 into the steel pipe of the frame 5 can effectively improve its stability.

[0025] Working principle: In actual use, first, the plan layout of the scaffolding is refined. The I-beams 3 that need to be placed on top of the structural column 1 are installed at the top notch of the formwork. Then, four No. 10 steel bars are inserted into the capping beam according to the position of the I-beams 3 and placed inside the structural column 1. Subsequently, C30 concrete is poured into the interior of the formwork and vibrated to compact it. After the poured concrete has solidified and hardened, the formwork is removed, and the structural column 1 is cured in time to ensure the strength of the concrete structural column 1. After the structural column 1 has reached a certain strength, backfilling is carried out. During backfilling, care must be taken to ensure that the construction machinery does not collide with the structural column 1.

[0026] The above description is merely a preferred embodiment of this utility model, but the protection scope of this utility model is not limited thereto. The substitutions may be replacements of some structures, devices, or method steps, or they may be complete technical solutions. Equivalent substitutions or modifications made based on the technical solution and inventive concept of this utility model should all be covered within the protection scope of this utility model.

Claims

1. A structural column support structure, comprising support components, characterized in that: The support assembly includes a structural column (1), a support plate (2) is fixedly connected to the top of the structural column (1), I-beams (3) are symmetrically welded to the top of the support plate (2), welded steel bars (4) are fixedly connected to the top of the two I-beams (3), a frame (5) is fixedly connected to the top of the welded steel bars (4), a pre-embedded ring (6) is fixedly connected to one end of the structural column (1), and a connecting plate (7) is fixedly connected to the interior of the structural column (1) and the end located near the pre-embedded ring (6).

2. The structural column support structure according to claim 1, characterized in that: A support column (8) is fixedly connected inside the structural column (1) and at one end near the connecting plate (7). An installation plate (9) is fixedly connected to the bottom of the structural column (1). A steel column (10) is fixedly connected to the bottom of the installation plate (9). An inclined block (11) is fixedly connected to the outside of the installation plate (9) and below the support plate (2). A support block (12) is fixedly connected to the bottom of the inclined block (11).

3. The structural column support structure according to claim 1, characterized in that: The structural columns (1) and I-beams (3) are manufactured and processed in the factory in one step according to the detailed drawings.

4. The structural column support structure according to claim 1, characterized in that: The welded steel bar (4) is inserted into the steel pipe of the frame (5) for welding to ensure its stability.

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