Hunched beam structure

Abstract

The utility model discloses a haunched beam structure and belongs to the technical field of haunched beams, the haunched beam structure comprises a first supporting column, a second supporting column is arranged on one side of the first supporting column, haunched beam mechanisms are fixedly mounted on the inner walls of the first supporting column and the second supporting column, and reinforcing mechanisms are fixedly mounted on the outer walls of the first supporting column and the second supporting column. A concrete filling layer is arranged above the haunched beam mechanism, connecting blocks on the two sides of the supporting beam are fixedly installed on the inner walls of the first supporting column and the second supporting column, the cross section area is increased through the outer walls of the connecting blocks to disperse and bear larger loads, the construction period is shortened, the supporting strength is improved through reinforcing steel plates and supporting ribs, and the connecting strength of a beam body is improved. The reinforcing plates are fixedly mounted on the outer walls of the first supporting column and the second supporting column through the mounting holes and the penetrating rods, the reinforcing plates are attached to the outer wall of the supporting beam, the connecting strength is improved, the bearing capacity and the anti-seismic property of the beam are improved, and the whole structure is more stable and safer.

Description

Technical Field

[0001] The present application relates to the technical field of axillary beams, and in particular to an axillary beam structure. Background Art

[0002] Axillary beam is a specific beam design method, which is to increase the area of ​​two intersecting sections at the corners of the overall structure at the same time. It is generally made into a triangle, and the steel bars are poured at the same time as the intersecting structure, and the structural steel bars are configured in the axillary part;

[0003] In the patent with the published authorization announcement number CN201794161U, the utility model belongs to the field of axillary beam technology, specifically, a prefabricated cast-in-place axillary beam housing structure system, including a cast-in-place column, a cast-in-place axillary beam, a prestressed composite beam and a cast-in-place floor slab, wherein the prestressed composite beam includes a prestressed prefabricated beam and a cast-in-place part, wherein the prestressed prefabricated beam includes a beam body and a prestressed steel strand embedded in the beam body as a main reinforcement, and a plurality of formwork holes are arranged along the longitudinal direction of the beam body, the cast-in-place axillary beam is connected to the adjacent columns in one direction, and the prestressed composite beam is divided into a main beam and a secondary beam, and the main beam is used to connect to the adjacent columns in another direction perpendicular to the axillary beam, and the secondary beam is connected to the axillary beam. The utility model adopts an axillary beam as the main beam, which can effectively reduce the middle height of the main beam, facilitate the arrangement of pipelines in the middle of the beam, and thus reduce the floor height of the house. The pipeline through hole in the middle of the main beam can further reduce the floor height.

[0004] During use, although the above device can improve the bearing capacity of the beam to a certain extent, the construction is difficult and has a great impact on the original structure, thus failing to achieve the best use effect.

[0005] For this purpose, we propose a structure with added haunch beams. Utility Model Content

[0006] In view of the shortcomings of the prior art, the present application provides a structure with a side beam, which overcomes the shortcomings of the prior art and aims to solve the problem that although the existing structure can improve the bearing capacity of the beam to a certain extent, it is difficult to construct and has a great impact on the original structure, thus failing to achieve the best use effect.

[0007] To achieve the above-mentioned purpose, the present application provides the following technical solutions: a side beam structure, comprising a first pillar, a second pillar is arranged on one side of the first pillar, a side beam mechanism is fixedly installed on the inner walls of the first pillar and the second pillar, a reinforcement mechanism is fixedly installed on the outer walls of the first pillar and the second pillar, and a concrete filling layer is arranged above the side beam mechanism.

[0008] By adopting the above technical solution, concrete is filled through the concrete filling layer to improve the reinforcement effect.

[0009] As a preferred technical solution of the present application, the armpit beam adding mechanism includes a supporting beam, the outer wall of the upper surface of the supporting beam is fixedly attached with supporting ribs, the inner wall of the supporting beam is penetrated by a reinforcing steel plate, and connecting blocks are integrally provided at both ends of the supporting beam.

[0010] By adopting the above technical solution, the support beam is fixedly installed on the upper surface of the support beam through the support ribs, thereby enhancing the buffering support of the support beam.

[0011] As a preferred technical solution of the present application, both sides of the support beam are fixedly installed above the inner walls of the first pillar and the second pillar through connecting blocks, and the support ribs are made of steel bars.

[0012] By adopting the above technical solution, the supporting effect is improved.

[0013] As a preferred technical solution of the present application, the connection block is trapezoidal in shape and is specifically made of concrete.

[0014] By adopting the above technical solution, it is beneficial to increase the cross-sectional area to disperse and bear a larger load.

[0015] As a preferred technical solution of the present application, the reinforcement mechanism includes a reinforcement plate, and mounting holes are opened on both sides of the outer wall of the reinforcement plate, and a through rod is installed through the inner wall of the mounting hole.

[0016] By adopting the above technical solution, the connection strength between the axilla beam and the beam body is improved by the reinforcement plate.

[0017] As a preferred technical solution of the present application, the reinforcement plates are specifically made of carbon steel plates, and there are two groups of reinforcement plates. The reinforcement plates are fixedly attached to both sides of the support beam, and the reinforcement plates are fixedly installed on the outer walls of the first pillar and the second pillar through mounting holes.

[0018] By adopting the above technical solution, the bearing capacity and earthquake resistance of the beam are improved, making the entire structure more stable and safer.

[0019] Compared with the prior art, the beneficial effects of this application are:

[0020] The present application provides a first pillar, a second pillar, a supporting beam, supporting ribs, a reinforcing steel plate and a connecting block and other structures, and uses the connecting blocks on both sides of the supporting beam to be fixedly installed on the inner walls of the first pillar and the second pillar. The cross-sectional area of ​​the outer wall of the connecting block is increased to disperse and withstand a larger load, thereby reducing the construction period. The supporting strength is increased by reinforcing the steel plate and the supporting ribs, the connection strength of the beam body is increased, and the supporting strength is increased.

[0021] The present application provides structures such as reinforcement plates, mounting holes and through rods, and uses the mounting holes and through rods to fix the reinforcement plates on the outer walls of the first pillar and the second pillar. The reinforcement plates are attached to the outer wall of the supporting beam to improve the connection strength, improve the bearing capacity and seismic resistance of the beam, and make the entire structure more stable and safe. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] Figure 1 This is a schematic diagram of the overall structure of this application;

[0023] Figure 2 for Figure 1 Structural diagram of the central axil beam mechanism;

[0024] Figure 3 for Figure 1 The structural diagram of the connection block in the figure;

[0025] Figure 4 for Figure 1 Schematic diagram of the structure of the reinforcement mechanism.

[0026] Description of reference numerals:

[0027] 1. First pillar; 2. Second pillar; 3. Axillary beam mechanism; 31. Supporting beam; 32. Supporting ribs; 33. Reinforcement steel plate; 34. Connecting block; 4. Reinforcement mechanism; 41. Reinforcement plate; 42. Mounting hole; 43. Through rod; 5. Concrete filling layer. DETAILED DESCRIPTION

[0028] The following will be combined with the drawings in the embodiments of the present application to clearly and completely describe the technical solutions in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, not all of the embodiments. Based on the embodiments in the present application, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of this application.

[0029] See also Figure 1 A side beam structure includes a first pillar 1, a second pillar 2 is arranged on one side of the first pillar 1, a side beam mechanism 3 is fixedly installed on the inner wall of the first pillar and the second pillar, a reinforcement mechanism 4 is fixedly installed on the outer wall of the first pillar 1 and the second pillar 2, a concrete filling layer 5 is arranged above the side beam mechanism 3, and concrete is filled through the concrete filling layer 5 to improve the reinforcement effect.

[0030] For details, please refer to Figure 2 and Figure 3The armpit beam mechanism 3 includes a supporting beam 31, a supporting rib 32 is fixedly attached to the outer wall of the upper surface of the supporting beam 31, a reinforcing steel plate 33 is installed through the inner wall of the supporting beam 31, and connecting blocks 34 are integrally provided at both ends of the supporting beam 31, which are fixedly installed on the upper surface of the supporting beam 31 through the supporting rib 32 to enhance the buffering support of the supporting beam. Both sides of the supporting beam 31 are fixedly installed above the inner walls of the first pillar 1 and the second pillar through the connecting blocks 34. The supporting rib 32 is made of steel bars to improve the supporting effect. The connecting block 34 is trapezoidal in shape. The connecting block 34 is made of concrete to increase the cross-sectional area to disperse and withstand greater loads.

[0031] For details, please refer to Figure 4 The reinforcement mechanism 4 includes a reinforcement plate 41. Both sides of the outer wall of the reinforcement plate 41 are provided with mounting holes 42. A through rod 43 is installed through the inner wall of the mounting hole 42. The connection strength between the axilla beam and the beam body is improved by the reinforcement plate 41. The reinforcement plate 41 is specifically made of carbon steel plate. There are two groups of reinforcement plates 41. The reinforcement plates 41 are fixedly attached to both sides of the supporting beam. The reinforcement plates 41 are fixedly installed on the outer walls of the first pillar 1 and the second pillar 2 through the mounting holes 42, which improves the bearing capacity and seismic resistance of the beam, making the entire structure more stable and safe.

[0032] Working principle: The connecting blocks 34 on both sides of the supporting beam 31 are fixedly installed on the inner walls of the first pillar 1 and the second pillar 2. The cross-sectional area of ​​the outer wall of the connecting block 34 is increased to disperse and withstand greater loads, thereby reducing the construction period. The supporting strength is improved by strengthening the steel plate 33 and the supporting ribs 32, thereby improving the connection strength of the beam body and the supporting strength. The reinforcing plate 41 is fixedly installed on the outer walls of the first pillar 1 and the second pillar 2 by using the mounting holes 41 and the through rods 43. The reinforcing plate 41 is attached to the outer wall of the supporting beam 31 to improve the connection strength, thereby improving the bearing capacity and seismic resistance of the beam and making the entire structure more stable and safe.

[0033] The above description is only the preferred embodiment of the present application and is not intended to limit the present application. Although the present application is described in detail with reference to the aforementioned embodiments, those skilled in the art can still modify the technical solutions described in the aforementioned embodiments or replace some of the technical features therein by equivalents. Any modification, equivalent replacement, improvement, etc. made within the spirit and principles of the present application shall be included in the protection scope of the present application.

Claims

1. A structure with axillary beams, comprising a first support column (1), characterized in that: A second pillar (2) is arranged on one side of the first pillar (1); an armpit beam mechanism (3) is fixedly installed on the inner walls of the first pillar (1) and the second pillar (2); a reinforcement mechanism (4) is fixedly installed on the outer walls of the first pillar (1) and the second pillar (2); and a concrete filling layer (5) is arranged above the armpit beam mechanism (3).

2. The haunch beam structure according to claim 1, characterized in that: The armpit beam adding mechanism (3) comprises a support beam (31), the outer wall of the upper surface of the support beam (31) is fixedly fitted with a support rib (32), the inner wall of the support beam (31) is penetrated by a reinforcing steel plate (33), and connecting blocks (34) are integrally provided at both ends of the support beam (31).

3. The haunch beam structure according to claim 2, characterized in that: Both sides of the support beam (31) are fixedly mounted above the inner walls of the first pillar (1) and the second pillar (2) via connecting blocks (34), and the support ribs (32) are made of steel bars.

4. The haunch beam structure according to claim 3, characterized in that: The connection block (34) is in a trapezoidal shape, and the connection block (34) is specifically made of concrete.

5. The haunch beam structure according to claim 1, characterized in that: The reinforcement mechanism (4) comprises a reinforcement plate (41), the outer wall of the reinforcement plate (41) is provided with mounting holes (42) on both sides, and the inner wall of the mounting hole (42) is penetrated by a through rod (43).

6. The haunch beam structure according to claim 5, characterized in that: The reinforcing plates (41) are specifically made of carbon steel plates. The number of the reinforcing plates (41) is two groups. The reinforcing plates (41) are fixedly attached to both sides of the support beam. The reinforcing plates (41) are fixedly mounted on the outer walls of the first pillar (1) and the second pillar (2) through mounting holes (42).

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