Suspension columns used to strengthen the structure of large span beams

Abstract

The utility model discloses a suspension column reinforcement structure for a large-span lintel, which comprises two structural columns, concrete floor slabs are arranged on the tops of the two structural columns, a lintel and a masonry wall are respectively arranged between the two structural columns, a suspension column is arranged between the concrete floor slab and the lintel, a support plate is arranged on the outer wall of the suspension column, a lifting ring is arranged on the outer wall of the support plate, an expansion bolt is arranged inside the concrete floor slab, and a steel wire rope is arranged at the bottom of the expansion bolt. The device is provided with structural columns, concrete floor slabs, lintels, suspension columns, support plates, lifting rings, expansion bolts, steel wire ropes and masonry walls, and a triangular supporting structure formed by two symmetrically distributed oblique supporting plates and the lintel, so that the suspension columns can be effectively reinforced, and the tension provided by the steel wire ropes further improves the structural strength, thereby solving the problem of fracture caused by the load of the large-span lintel.

Description

Technical Field

[0001] The utility model belongs to the technical direction of building construction, and specifically relates to a suspension column reinforcement structure for a large-span beam. Background Art

[0002] Building construction refers to the production activities during the implementation stage of engineering construction. It is the construction process of various buildings. It can also be said to be the process of turning various lines on the design drawings into physical objects at designated locations. In the process of building walls during construction, large-span openings will be encountered. In this process, it is necessary to support them through hanging columns on the lintels.

[0003] However, the existing suspension column structure has low strength, which leads to the large-span beam being easily broken due to load problems. This phenomenon has become a problem that needs to be solved urgently by people in this field, so a suspension column reinforcement structure for large-span beams is urgently needed to solve the above-mentioned problem. Utility Model Content

[0004] The utility model aims at solving the problems raised in the above-mentioned background technology by using suspension columns to reinforce the structure of the existing large-span beam.

[0005] In order to solve the above technical problems, the utility model provides the following technical solutions: a large-span lintel reinforcement structure with hanging columns, comprising two structural columns, concrete floor slabs are arranged on the tops of the two structural columns, lintels and masonry walls are arranged respectively between the two structural columns, hanging columns are arranged between the concrete floor slab and the lintels, support plates are arranged on the outer walls of the hanging columns, lifting rings are arranged on the outer walls of the support plates, expansion bolts are arranged inside the concrete floor slab, and steel wire ropes are arranged at the bottom of the expansion bolts. By arranging structural columns, concrete floor slabs, lintels, hanging columns, support plates, lifting rings, expansion bolts, steel wire ropes and masonry walls, and by forming a triangular supporting structure with two symmetrically distributed oblique supporting plates and the lintels, the hanging columns can be effectively reinforced, and the tension provided by the steel wire ropes can further improve the structural strength, solve the problem of fracture caused by the load of large-span lintels, meet people's work needs, and are worthy of popularization and use.

[0006] Furthermore, the lintel and the hanging column are vertically distributed, and the support plates are symmetrically distributed on both sides of the hanging column, which facilitates the support of the lintel by the hanging column.

[0007] Furthermore, the support plates are distributed in an inclined shape when viewed from the front, and are distributed in a triangular shape between the support plates and the hanging columns and the lintels, which facilitates supporting the hanging columns through the support plates.

[0008] Furthermore, the steel wire rope is connected to the concrete floor through expansion bolts, and the steel wire rope is connected to the support plate through a lifting ring. Two steel wire ropes are provided, and both are distributed in an inclined state, which facilitates supporting the support plate through the steel wire rope.

[0009] Compared with the prior art, the beneficial effects achieved by the utility model are: the utility model,

[0010] (1) By arranging structural columns, concrete floor slabs, lintels, hanging columns, support plates, hanging rings, expansion bolts, steel wire ropes and masonry walls, the hanging columns can be effectively reinforced through the triangular support structure formed by two symmetrically distributed oblique support plates and the lintels. The tension provided by the steel wire ropes further improves the structural strength, solves the problem of fracture caused by the load of the large-span lintel, meets people's work needs, and is worthy of promotion and use. BRIEF DESCRIPTION OF THE DRAWINGS

[0011] The accompanying drawings are used to provide a further understanding of the present invention and constitute a part of the specification. Together with the embodiments of the present invention, they are used to explain the present invention and do not constitute a limitation of the present invention. In the accompanying drawings:

[0012] Figure 1 It is a schematic diagram of the overall structure of the utility model.

[0013] In the figure: 1. Structural column; 2. Concrete floor slab; 3. Lintel; 4. Hanging column; 5. Support plate; 6. Lifting ring; 7. Expansion bolt; 8. Wire rope; 9. Masonry wall. DETAILED DESCRIPTION

[0014] The following is a further non-limiting detailed description of the technical solution of the utility model in conjunction with the preferred embodiments and the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0015] See also Figure 1The utility model provides a technical solution: a large-span cross-beam reinforcement structure with a suspension column, comprising two structural columns 1, a concrete floor 2 is arranged on the top of the two structural columns 1, a lintel 3 and a masonry wall 9 are arranged between the two structural columns 1, a suspension column 4 is arranged between the concrete floor 2 and the lintel 3, a support plate 5 is arranged on the outer wall of the suspension column 4, a lifting ring 6 is arranged on the outer wall of the support plate 5, an expansion bolt 7 is arranged inside the concrete floor 2, and a steel wire rope 8 is arranged at the bottom of the expansion bolt 7. By arranging the structural column 1, the concrete floor 2, the lintel 3, the suspension column 4, the support plate 5, the lifting ring 6, the expansion bolt 7, the steel wire rope 8 and the masonry wall 9, the triangular supporting structure formed by two symmetrically distributed oblique supporting plates 5 and the lintel 3 can effectively reinforce the suspension column 4, and the tension provided by the steel wire rope 8 further improves the structural strength, solves the fracture caused by the load of the large-span cross-beam 3, meets people's work needs, and is worthy of popularization and use.

[0016] Furthermore, the lintel 3 and the hanging column 4 are vertically distributed, and the support plates 5 are symmetrically distributed on both sides of the hanging column 4, which facilitates the support of the lintel 3 by the hanging column 4.

[0017] Furthermore, the support plate 5 is distributed in an inclined shape when viewed from the front, and the support plate 5 is distributed in a triangular shape with the hanging column 4 and the lintel 3 , respectively, so that the support plate 5 is convenient for supporting the hanging column 4 .

[0018] Furthermore, the steel wire rope 8 is connected to the concrete floor 2 through the expansion bolt 7, and the steel wire rope 8 is connected to the support plate 5 through the lifting ring 6. Two steel wire ropes 8 are provided, and both are distributed in an inclined state, which facilitates the support of the support plate 5 through the steel wire rope 8.

[0019] During construction, the hanging column 4 is first installed between the lintel 3 and the concrete floor 2, and the steel wire rope 8 is fixed to the inside of the concrete floor 2 by the expansion bolts 7. At the same time, after the support plate 5 is welded to the two sides of the hanging column 4, it is connected to the bottom of the steel wire rope 8 through the lifting ring 6, which is beneficial to the support of the hanging column 4 by the support plate 5, thereby improving the connection strength between the hanging column 4 and the lintel 3, and the tension provided by the steel wire rope 8 to the support plate 5 further improves the reinforcement strength, thereby improving the load capacity of the lintel 3, and solving the problem that the lintel 3 is easily broken and damaged during the construction of a large-span masonry wall 9 due to its low load capacity.

[0020] In the description of the present invention, it should be understood that the terms "upper", "lower", "front", "back", "left", "right", etc., indicating directions or positional relationships, are based on the directions or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention, and do not indicate or imply that the device or element referred to must have a specific direction, be constructed and operated in a specific direction, and therefore should not be understood as a limitation on the present invention.

[0021] Finally, it should be pointed out that the above embodiments are only used to illustrate the technical solutions of the utility model, rather than to limit them. Although the utility model is described in detail with reference to the above embodiments, a person skilled in the art should understand that the technical solutions described in the above embodiments can still be modified, or some of the technical features can be replaced by equivalents, and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the spirit and scope of the technical solutions of the embodiments of the utility model.

Claims

1. A large-span beam reinforcement structure using hanging columns, comprising two structural columns (1), characterized in that: A concrete floor (2) is arranged on the top of the two structural columns (1), a lintel (3) and a masonry wall (9) are arranged between the two structural columns (1), a hanging column (4) is arranged between the concrete floor (2) and the lintel (3), a supporting plate (5) is arranged on the outer wall of the hanging column (4), a hanging ring (6) is arranged on the outer wall of the supporting plate (5), an expansion bolt (7) is arranged inside the concrete floor (2), and a steel wire rope (8) is arranged at the bottom of the expansion bolt (7).

2. The large-span beam reinforcement structure with suspenders according to claim 1 is characterized in that: The lintel (3) and the suspension column (4) are vertically distributed, and the support plates (5) are symmetrically distributed on both sides of the suspension column (4).

3. The long-span beam reinforcement structure with suspenders according to claim 1 is characterized in that: The support plate (5) is distributed in an inclined shape when viewed from the front, and the support plate (5) is distributed in a triangular shape with the hanging column (4) and the lintel (3).

4. The long-span beam reinforcement structure with suspenders according to claim 1 is characterized in that: The steel wire rope (8) is connected to the concrete floor slab (2) via an expansion bolt (7), and the steel wire rope (8) is connected to the support plate (5) via a lifting ring (6).

5. The long-span beam reinforcement structure with suspenders according to claim 1 is characterized in that: Two steel wire ropes (8) are provided, and both are distributed in an inclined manner.

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