A new type of hanger column base connection reinforcing joint

Abstract

The utility model discloses a novel hanging column column foot connection reinforcing joint, including concrete column and concrete beam, the concrete column is in advance and embeds concrete column section steel, the concrete beam with concrete column position corresponding place is in advance and embeds concrete beam section steel, both ends of concrete beam section steel have anchor plate, and the anchor plate of corresponding one end with concrete beam has the connecting plate who links with concrete column section steel, the utility model discloses through concrete column and the setting section steel in concrete beam, again through anchor plate and connecting plate and the section steel reliable connection in concrete beam, has improved the hanging column carrying capacity greatly.

Description

Technical Field

[0001] This utility model relates to the field of building technology, specifically to a novel reinforced joint for connecting the base of a suspended column. Background Technology

[0002] Currently, suspended columns are increasingly being used in practical projects. For some mezzanine spaces, columns can severely impact the building's space and thus its usability. Suspended columns can effectively solve the problem of not being able to erect columns at the bottom. When the space and function result in a large load, the load-bearing capacity of traditional suspended columns is far from sufficient. Utility Model Content

[0003] The purpose of this utility model is to overcome the defects of the prior art and provide a new type of reinforced node for connecting the column base of a hanging column, thereby improving the load-bearing capacity of the hanging column.

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

[0005] A novel reinforced joint for connecting the base of a suspended column includes a concrete column and a concrete beam. Concrete column steel is pre-embedded in the concrete column, and concrete beam steel is pre-embedded at the corresponding positions of the concrete beam and the concrete column. Both ends of the concrete beam steel have anchor plates, and the anchor plate at the end corresponding to the concrete beam has a connecting plate that connects to the concrete column steel.

[0006] Preferably, the concrete column is provided with longitudinal reinforcement bars.

[0007] Preferably, the concrete beam is provided with beam reinforcing stirrups.

[0008] Preferably, the concrete beam is provided with reinforcing stirrups for the hanging columns.

[0009] Preferably, the concrete column steel and the connecting plate are connected by bolts or welding.

[0010] The advantages of this utility model compared with the prior art are:

[0011] This invention significantly improves the load-bearing capacity of the suspended column by installing steel sections inside the concrete column and concrete beam, and then reliably connecting them to the steel sections inside the concrete beam through the anchor plate and connecting plate.

[0012] The present invention will be further described below with reference to the accompanying drawings and specific embodiments. Attached Figure Description

[0013] To more clearly illustrate the technical solutions of the embodiments of this utility model, the drawings used in the description of the embodiments will be briefly introduced below. Obviously, the drawings described below are some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0014] Figure 1 This is a structural schematic diagram of a novel reinforced node for connecting the column base of a hanging column in this embodiment.

[0015] Figure 2 This is a schematic diagram of the connection between the concrete column steel column and the concrete beam steel in a novel reinforced joint for connecting the column base of a suspended column in this embodiment.

[0016] Figure label:

[0017] 1. Concrete column; 2. Concrete beam; 3. Column longitudinal reinforcement; 4. Concrete column steel column; 5. Anchor plate; 6. Concrete beam steel section; 7. Hanging column reinforcing stirrups; 8. Beam reinforcing stirrups. Detailed Implementation

[0018] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those skilled in the art without creative effort are within the protection scope of the present utility model.

[0019] like Figure 1 and Figure 2 As shown, this embodiment is a novel reinforced joint for connecting the base of a suspended column, including a concrete column 1 and a concrete beam 2. A concrete column steel 4 is pre-embedded in the concrete column 1, and a concrete beam steel 6 is pre-embedded at the position corresponding to the concrete column 1 in the concrete beam 2. Both ends of the concrete beam steel have anchor plates 5, and the anchor plate 5 at the end corresponding to the concrete beam 6 has a connecting plate that connects to the concrete column steel 4.

[0020] In one embodiment, the concrete column is provided with longitudinal reinforcement bars 3.

[0021] To improve the shear resistance of the beam, in one embodiment, beam reinforcing stirrups 8 are provided on the concrete beam.

[0022] In one embodiment, the concrete beam is provided with reinforcing stirrups 7 for the hanging columns.

[0023] In one embodiment, the concrete column steel 4 is connected to the connecting plate by bolts or welding.

[0024] The above description is merely a specific embodiment of this utility model, but the protection scope of this utility model is not limited thereto. Any person skilled in the art can easily conceive of various equivalent modifications or substitutions within the technical scope disclosed in this utility model, and these modifications or substitutions should all be covered within the protection scope of this utility model. Therefore, the protection scope of this utility model should be determined by the scope of the claims.

Claims

1. A novel reinforced joint for connecting the base of a suspended column, comprising a concrete column and a concrete beam, characterized in that, The concrete column is pre-embedded with concrete column steel, and the concrete beam is pre-embedded with concrete beam steel at the position corresponding to the concrete column. Both ends of the concrete beam steel have anchor plates, and the anchor plate at the end corresponding to the concrete beam has a connecting plate that connects to the concrete column steel.

2. The novel reinforced joint for connecting the column base of a hanging column according to claim 1, characterized in that, The concrete column is equipped with longitudinal reinforcement bars.

3. The novel reinforced joint for connecting the column base of a hanging column according to claim 1, characterized in that, The concrete beam is equipped with beam reinforcing stirrups.

4. The novel reinforced joint for connecting the column base of a hanging column according to claim 1, characterized in that, The concrete beam is equipped with reinforcing stirrups for the hanging columns.

5. The novel reinforced joint for connecting the column base of a hanging column according to claim 1, characterized in that, The concrete column steel is connected to the connecting plate by bolts or welding.

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