A beam angle steel beam bottom beam top reinforcement structure
By designing a beam-blocking angle steel beam bottom beam top reinforcement structure including frame columns, hoops, frame beams, stress beams, steel bars, patch panels and oblique flat steel, the problems of cumbersome and low firmness of traditional frame beam-blocking steel reinforcement during construction are solved, and the effect of facilitating construction and improving the reinforcement effect is achieved.
Patent Information
- Application Number
- CN202421418585.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-20
- Publication Date
- 2025-04-11
- Estimated Expiration
- 2034-06-20
AI Technical Summary
Traditional frame beam Baosteel reinforcement is complicated to operate when encountering frame columns, and it is not very firm after construction.
A beam-clad angle steel beam bottom beam top reinforcement structure is designed, including frame columns, ferrule, frame beam, stress beam, steel bars, conjugated plates and oblique flat steel. Through the reasonable arrangement and connection of these components, the function of facilitating construction and reinforcement is achieved.
This structure simplifies the operating process during construction, improves the convenience and safety of construction, and significantly improves firmness after reinforcement, solving the problems of cumbersomeness and low firmness in traditional methods.
Smart Images
Figure CN222745715U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the technical direction of building construction, and specifically relates to a beam angle steel beam bottom and beam top reinforcement structure. 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. There are many types of building construction, including beam wrap angle steel, beam bottom and beam top reinforcement structures.
[0003] The traditional steel-clad reinforcement of frame beams adopts the method of setting angle steel at the corner when encountering frame columns, and then fixing the angle steel to the reinforcement structure of the column through planting bars. This solution is relatively cumbersome during construction and the firmness after construction is not high. This phenomenon has become a problem that needs to be solved urgently by people in this field. Utility Model Content
[0004] The utility model aims to provide a beam angle steel beam bottom and beam top reinforcement structure for existing devices to solve the problems raised in the above background technology.
[0005] In order to solve the above technical problems, the utility model provides the following technical solutions: a beam angle steel beam bottom and beam top reinforcement structure, comprising a frame column, the outer wall of the frame column is provided with a hoop, the outer walls of the hoop are respectively provided with a frame beam and a load-bearing beam, the inner wall of the load-bearing beam is provided with steel bars, the outer wall of the load-bearing beam is provided with a first gusset plate and a second gusset plate, and an inclined flat steel is provided between the hoop and the load-bearing beam.
[0006] Preferably, the interior of the hoop is filled with epoxy, and the hoop is a profiled steel hoop or a flat steel hoop.
[0007] Preferably, the interior of the load-bearing beam is filled with epoxy, and the load-bearing beam is a flat steel or an angle steel.
[0008] Preferably, the load-bearing beams are symmetrically distributed in two groups, and each group has two load-bearing beams symmetrically distributed, and the first supporting plate and the second supporting plate are respectively arranged between two symmetrically distributed load-bearing beams in the two groups.
[0009] Preferably, the oblique flat steels are distributed obliquely, and are respectively welded to the hoop and the load-bearing beam.
[0010] Compared with the prior art, the beneficial effects achieved by the utility model are: the utility model,
[0011] (1) By providing frame columns, hoops, frame beams, load-bearing beams, steel bars, first tie plates, second tie plates and inclined flat steels, the functions of easy construction and easy reinforcement are achieved, thereby solving the problems of cumbersome operation and low firmness during construction, thereby meeting people's work needs and being worthy of promotion and use. BRIEF DESCRIPTION OF THE DRAWINGS
[0012] 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:
[0013] Figure 1 It is a schematic diagram of the first embodiment of the utility model;
[0014] Figure 2 It is a schematic diagram of Embodiment 2 of the present utility model.
[0015] In the figure: 1. frame column; 2. hoop; 3. frame beam; 4. load-bearing beam; 5. steel bar; 6. first tie plate; 7. second tie plate; 8. inclined flat steel. DETAILED DESCRIPTION
[0016] 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.
[0017] Example 1
[0018] See also Figure 1 The utility model provides a technical solution: a beam wrapped with an angle steel beam bottom and beam top reinforcement structure, comprising a frame column 1, an outer wall of the frame column 1 is provided with a hoop 2, the outer wall of the hoop 2 is respectively provided with a frame beam 3 and a load-bearing beam 4, the inner wall of the load-bearing beam 4 is provided with a steel bar 5, the outer wall of the load-bearing beam 4 is provided with a first fixing plate 6 and a second fixing plate 7, and an oblique flat steel 8 is provided between the hoop 2 and the load-bearing beam 4. By arranging the frame column 1, the hoop 2, the frame beam 3, the load-bearing beam 4, the steel bar 5, the first fixing plate 6, the second fixing plate 7 and the oblique flat steel 8, the functions of easy construction and easy reinforcement are realized, thereby solving the problems of cumbersome operation and low firmness during construction, thereby meeting people's work needs, and worthy of popularization and use.
[0019] Furthermore, the inside of the hoop 2 is filled with epoxy, and the hoop 2 is a steel hoop, which is beneficial to improve safety.
[0020] Furthermore, the interior of the load-bearing beam 4 is filled with epoxy, and the load-bearing beam 4 is flat steel, which is beneficial to improving safety.
[0021] Furthermore, there are two groups of symmetrically distributed load-bearing beams 4, and each group has two symmetrically distributed load-bearing beams, and the first fixing plate 6 and the second fixing plate 7 are respectively arranged between two symmetrically distributed load-bearing beams 4 in the two groups, which effectively improves the reinforcement effect.
[0022] Furthermore, the oblique flat steels 8 are distributed obliquely, and are respectively welded to the hoop 2 and the load-bearing beam 4, which further improves the reinforcement effect.
[0023] Example 2
[0024] On the basis of Example 1, a preferred embodiment of a beam angle steel beam bottom beam top reinforcement structure provided by the utility model is as follows: Figure 2 As shown: the hoop 2 is a flat steel hoop and the load-bearing beam 4 is an angle steel.
[0025] During construction, four mutually welded hoops 2 are first arranged on the outer wall of the frame column 1, and epoxy is poured inside the hoops 2. Then, the frame beam 3 is preliminarily fixed to the outer walls of the two symmetrically distributed hoops 2 by bolts, and finally fixed by welding. Then, the two load-bearing beams 4 in the two groups are fixed to the outer walls of the other two symmetrically distributed hoops 2 by the above method, and epoxy is poured inside the load-bearing beam 4. Then, the first gusset plate 6 and the second gusset plate 7 are fixed between the two load-bearing beams 4 by the above method. Finally, the two ends of the oblique flat steel 8 are respectively fixed to the outer walls of the hoops 2 and the load-bearing beam 4, thereby completing a series of construction operations, effectively improving the safety during construction, reducing safety hazards during construction, and improving the convenience of construction, solving the problem of cumbersome construction, and at the same time improving the firmness after construction, solving the problem of insufficient firmness during construction.
[0026] 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.
[0027] 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 beam bottom and top reinforcement structure with angle steel, comprising a frame column (1), characterized in that: The outer wall of the frame column (1) is provided with a hoop (2), the outer wall of the hoop (2) is respectively provided with a frame beam (3) and a load-bearing beam (4), the inner wall of the load-bearing beam (4) is provided with a steel bar (5), the outer wall of the load-bearing beam (4) is provided with a first gusset plate (6) and a second gusset plate (7), and an inclined flat steel (8) is provided between the hoop (2) and the load-bearing beam (4).
2. The beam angle steel beam bottom and beam top reinforcement structure according to claim 1 is characterized by: The interior of the hoop (2) is filled with epoxy, and the hoop (2) is a profile steel hoop or a flat steel hoop.
3. The beam angle steel bottom and top reinforcement structure according to claim 1 is characterized by: The interior of the load-bearing beam (4) is filled with epoxy, and the load-bearing beam (4) is a flat steel or an angle steel.
4. The beam angle steel bottom and top reinforcement structure according to claim 1 is characterized by: The load-bearing beams (4) are symmetrically distributed in two groups, and each group has two symmetrically distributed beams, and the first gusset plate (6) and the second gusset plate (7) are respectively arranged between the two symmetrically distributed load-bearing beams (4) in the two groups.
5. The beam angle steel beam bottom and beam top reinforcement structure according to claim 1 is characterized by: The oblique flat steels (8) are distributed obliquely, and are respectively welded to the hoop (2) and the load-bearing beam (4).