Steel beam supporting structure

Abstract

The steel beam supporting structure comprises an installation assembly, a transition assembly and a reinforcing assembly, the installation assembly comprises an installation plate, an anchoring part and a supporting part, the installation plate is arranged on a concrete member, the anchoring part is connected with the installation plate, one end of the anchoring part extends into the concrete member and fixes the installation plate, and the other end of the anchoring part is connected with the supporting part. The supporting piece is connected to the mounting plate, and the supporting piece is perpendicular to the mounting plate; the transition assembly comprises a sliding seat and a limiting piece, and the sliding seat is arranged on the supporting piece. According to the steel beam supporting structure, through the arrangement of the transition assembly, after an earthquake or thermal expansion and cold contraction occurs, two buildings deform, the deformation amount of the reinforcing assembly is small, the limiting piece can be driven by the reinforcing assembly to move by a small distance relative to the sliding base, deformation of the reinforcing assembly is replaced, and the situation that after a traditional reinforcing assembly is erected, the limiting piece does not deform is avoided. And the steel beam is easy to break when encountering temperature change and earthquake, so that the service life and the reinforcing capability of the steel beam are influenced.

Description

Technical Field

[0001] This utility model relates to the field of steel beam support technology, specifically a steel beam support structure. Background Technology

[0002] Steel beams are commonly used in industry or construction, primarily to bear the building's own weight and load, serving as load-bearing supports in the structure. When reinforcing two buildings, steel beams are also erected between them, forming a more stable whole. When encountering external forces such as wind and earthquakes, they can reduce the swaying and deformation of the building, thereby improving the overall structural stability. They can also transfer part of the load from one building to the other, distributing the load and improving the overall structural bearing capacity.

[0003] Traditionally, steel beams are erected by directly connecting both ends of the beam to the opposite walls of two buildings and inserting some anchors into the walls. However, this method is vulnerable to changes in temperature or earthquakes that alter the spacing between buildings or the dimensions of the steel beams. Because the deformation of the steel beams is relatively small compared to the change in the building spacing, they are subjected to tension or torsion, leading to breakage. This affects the service life of the steel beams and their ability to reinforce the building. Utility Model Content

[0004] In view of the problem that traditional steel beams in the prior art are prone to breakage after being erected due to temperature changes and earthquakes, which affects their service life and reinforcement capacity, this utility model provides a steel beam support structure.

[0005] This utility model discloses a steel beam support structure, which includes:

[0006] The mounting assembly includes a mounting plate, anchors, and supports. The mounting plate is disposed on a concrete member. The anchors are connected to the mounting plate, with one end extending into the concrete member to fix the mounting plate. The supports are connected to the mounting plate and are perpendicular to the mounting plate.

[0007] A transition component includes a sliding seat and a limiting member, the sliding seat being disposed on the support member, and the limiting member being disposed on the sliding seat and limiting the sliding seat; and

[0008] A reinforcing component is disposed on the side of the limiting member away from the sliding seat.

[0009] Preferably, the sliding seat has a limiting groove, and one end of the limiting member is located in the limiting groove.

[0010] Preferably, the transition component further includes a connector disposed between the limiting member and the reinforcing component.

[0011] Preferably, the connector is welded to the reinforcing component.

[0012] Preferably, the mounting assembly further includes a limiting plate, which is connected to the support member and is located at both ends of the support member.

[0013] Preferably, the limiting groove is semi-circular, and the end of the limiting member located inside the limiting groove is fitted with the limiting groove.

[0014] Preferably, the support member is T-shaped.

[0015] Preferably, the limiting plate is trapezoidal.

[0016] Compared with the prior art, the present invention provides a steel beam support structure, which has the following beneficial effects:

[0017] This steel beam support structure, by setting up transition components, ensures that after an earthquake or thermal expansion and contraction, deformation occurs between the two buildings, while the deformation of the reinforcement components is small. This allows the reinforcement components to drive the limiting components to move a small distance relative to the sliding seat, thus replacing the deformation of the reinforcement components. This avoids the situation where traditional reinforcement components are prone to steel beam breakage after installation due to temperature changes and earthquakes, affecting their service life and reinforcement capacity. Attached Figure Description

[0018] Figure 1 This is a schematic diagram of the structure of this utility model;

[0019] Figure 2 This is another structural schematic diagram of the present invention;

[0020] Figure 3 This is a schematic diagram of the sliding seat structure of this utility model.

[0021] In the attached diagram: 1. Mounting component; 2. Transition component; 3. Reinforcing component;

[0022] 11. Mounting plate; 12. Anchor; 13. Support; 14. Limiting plate;

[0023] 21. Sliding seat; 211. Limiting groove; 22. Limiting component; 23. Connecting component. Detailed Implementation

[0024] The embodiments of this disclosure will now be described in detail with reference to the accompanying drawings.

[0025] The following specific examples illustrate the implementation of this disclosure. Those skilled in the art can easily understand other advantages and effects of this disclosure from the content disclosed in this specification. Obviously, the described embodiments are only a part of the embodiments of this disclosure, and not all of them. This disclosure can also be implemented or applied through other different specific embodiments, and the details in this specification can also be modified or changed based on different viewpoints and applications without departing from the spirit of this disclosure. It should be noted that, in the absence of conflict, the following embodiments and features in the embodiments can be combined with each other. Based on the embodiments in this disclosure, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this disclosure.

[0026] Reference Figures 1-2 , Figure 1 This is a schematic diagram of the structure of this utility model; Figure 2 This is another structural schematic diagram of the present invention. A steel beam support structure includes: an installation component 1, a transition component 2, and a reinforcement component 3. The installation component 1 includes an installation plate 11, an anchor 12, and a support 13. The installation plate 11 is disposed on a concrete component, the anchor 12 is connected to the installation plate 11, and one end of the anchor 12 extends into the concrete component and fixes the installation plate 11. The support 13 is connected to the installation plate 11 and is perpendicular to the installation plate 11. The transition component 2 includes a sliding seat 21 and a limiting member 22. The sliding seat 21 is disposed on the support 13, and the limiting member 22 is disposed on the sliding seat 21 and limits the sliding seat 21. The reinforcement component 3 is disposed on the side of the limiting member 22 away from the sliding seat 21, and both ends of the reinforcement component 3 are respectively connected to the transition component 2 disposed on the opposite walls of the two buildings and reinforce the two buildings.

[0027] Specifically, concrete components include concrete beams, concrete columns, or concrete walls.

[0028] The steel beam support structure, by setting the transition component 2, ensures that after an earthquake or thermal expansion and contraction, deformation occurs between the two buildings, while the deformation of the reinforcement component 3 is smaller. This allows the reinforcement component 3 to drive the limiting component 22 to move a small distance relative to the sliding seat 21, thus replacing the deformation of the reinforcement component 3. This avoids the situation where the traditional reinforcement component 3 is prone to steel beam breakage after installation due to temperature changes and earthquakes, affecting its service life and reinforcement capacity.

[0029] The steel beam support structure uses anchors 12 to anchor the mounting plate 11 to the concrete components opposite the two buildings. The mounting plate 11 reinforces the surface of the connected concrete components, thereby quickly supporting the transition component 2 and the reinforcement component 3. This avoids the situation where the contact area between the connection part and the wall is small after the traditional support structure is erected, which could lead to wall damage after an earthquake or an increase in the distance between the buildings.

[0030] Reference Figure 3 , Figure 3 This is a schematic diagram of the sliding seat structure of this utility model. The sliding seat 21 has a limiting groove 211, and one end of the limiting member 22 is located in the limiting groove 211. Thus, the limiting groove 211 restricts one end of the limiting member 22, ensuring the mobility of the limiting member 22 relative to the sliding seat 21, and preventing the limiting member 22 from having an excessive range of motion relative to the sliding seat 21, which could lead to separation between the two and cause the reinforcing component 3 to lose support and fall off.

[0031] Specifically, the limiting groove 211 is semi-circular, and the end of the limiting member 22 located in the limiting groove 211 is fitted with the limiting groove 211. The limiting groove 211 is an inwardly recessed semi-circle, while the end of the limiting member 22 located in the limiting groove 211 is an outwardly protruding semi-circle. This allows the limiting member 22 to move back and forth or left and right in the limiting groove 211 after the distance between the two buildings increases or the two ends of the reinforcement component 3 are slightly misaligned, so that the reinforcement component 3 can be prevented from twisting, being damaged or broken by the limiting member 22 moving back and forth or left and right in the limiting groove 211, thereby improving the service life of the reinforcement component 3.

[0032] The transition component 2 also includes a connector 23, which is disposed between the limiting component 22 and the reinforcing component 3, and provides a transitional connection between the limiting component 22 and the supporting component 3.

[0033] The connector 23 and the limiting member 22 are joined together by welding.

[0034] The reinforcing component 3 is a steel beam, and the connector 23 is welded to the reinforcing component 3 with a weld leg of 8mm.

[0035] The mounting component 1 also includes a limiting plate 14, which is connected to the support member 13 and is located at both ends of the support member 13. The two limiting plates 14 limit the sliding seat 21 to prevent the sliding seat 21 from separating from the support member 13, which would prevent the reinforcement component 3 from being supported.

[0036] The limiting plate 14 is trapezoidal and is an isosceles trapezoid. The longer parallel side is connected to the mounting plate 11, while the shorter parallel side is located on the side away from the mounting plate 11. This reduces steel consumption and construction costs without changing the limiting width of the limiting plate 14.

[0037] The limiting plate 14 and the mounting plate 11 are connected by welding, with a weld leg of 8mm.

[0038] The support member 13 is T-shaped, which allows the other side to be supported by the middle side of the support member 13. The sliding seat 21 is installed on the support member 13, which improves the support capacity of the sliding seat 21 and transfers the pressure of the sliding seat 21 on the mounting plate 11 to the pressure of the entire mounting plate 11 on the building walls at both ends, reducing the pressure on the wall at a single point and improving the service life.

[0039] Specifically, the transition component 2 can use prefabricated steel supports for the connecting corridor as the supporting structure for the steel beam. After the installation component 1 is installed, one side of the prefabricated steel support can be welded to the installation component 1, and the reinforcement component 3 can be welded to the other side of the prefabricated steel support, thus quickly completing the installation of the reinforcement component 3.

[0040] In the description of this utility model, it should be understood that the terms "middle", "length", "upper", "lower", "front", "rear", "vertical", "horizontal", "inner", "outer", "radial", "circumferential", etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model.

[0041] In this invention, unless otherwise expressly specified and limited, the first feature "on" the second feature may be in direct contact with the first feature, or indirect contact with the first feature through an intermediate medium. "A plurality of" means at least two, such as two, three, etc., unless otherwise expressly and specifically limited.

[0042] In this utility model, unless otherwise explicitly specified and limited, the terms "installation," "connection," "joining," and "fixing," etc., should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral part; they can refer to a mechanical connection, an electrical connection, or a connection that allows communication between them; they can refer to a direct connection or an indirect connection through an intermediate medium; they can refer to the internal communication of two components or the interaction between two components, unless otherwise explicitly limited. Those skilled in the art can understand the specific meaning of the above terms in this utility model according to the specific circumstances.

[0043] The above description is merely illustrative of the embodiments of this utility model and is not intended to limit the scope of this utility model. For those skilled in the art, any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of this utility model without creative labor should be included within the protection scope of this utility model.

Claims

1. A steel beam support structure, characterized by, include: The mounting assembly (1) includes a mounting plate (11), an anchor (12), and a support (13). The mounting plate (11) is disposed on a concrete member. The anchor (12) is connected to the mounting plate (11), and one end of the anchor (12) extends into the concrete member and fixes the mounting plate (11). The support (13) is connected to the mounting plate (11) and is perpendicular to the mounting plate (11). The transition component (2) includes a sliding seat (21) and a limiting member (22). The sliding seat (21) is disposed on the support member (13), and the limiting member (22) is disposed on the sliding seat (21), and the limiting member (22) limits the sliding seat (21). as well as A reinforcing component (3) is disposed on the side of the limiting member (22) away from the sliding seat (21).

2. A steel beam bracing structure according to claim 1, wherein: The sliding seat (21) has a limiting groove (211), and one end of the limiting member (22) is located in the limiting groove (211).

3. A steel beam bracing structure according to claim 1, wherein: The transition component (2) further includes a connector (23) disposed between the limiting component (22) and the reinforcing component (3).

4. A steel beam bracing structure according to claim 3, wherein: The connector (23) is welded to the reinforcing component (3).

5. A steel beam bracing structure according to claim 1, wherein: The installation assembly (1) further includes a limiting plate (14), which is connected to the support member (13) and is located at both ends of the support member (13).

6. A steel beam bracing structure according to claim 2, wherein: The limiting groove (211) is semi-circular, and the end of the limiting member (22) located in the limiting groove (211) is matched with the limiting groove (211).

7. A steel beam bracing structure according to claim 1, wherein: The support member (13) is T-shaped.

8. A steel beam bracing structure according to claim 5, wherein: The limiting plate (14) is trapezoidal.

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