CN202164729U - Knee brace structure between beams of different heights - Google Patents

Abstract

The utility model provides a corner bracing structure between beams of unequal height, which includes frame columns, frame beam flanges connected with the frame columns, and corner braces connected between the frame beam flanges through gusset plates at both ends, which are characterized in that The gusset plate is set as a bent gusset plate, and vertical stiffeners are set on the bent gusset plate. It not only constitutes a connection structure with clear force transmission, but also has a simple structure and is convenient for construction. In addition, the strength and stability of the structure are further enhanced by setting stiffeners on the gusset plate.

Description

A Corner Bracing Structure between Beams of Different Heights

technical field

The utility model relates to a corner brace connection structure, in particular to a corner brace connection structure between beams with unequal heights, and belongs to the technical field of building structure design.

Background technique

With the continuous development of science and technology, steel frame structures have been widely used in the construction field. Because steel structures have strong tensile and translational resistance capabilities, only a small amount of masonry concrete can achieve the advantages of previous reinforced concrete buildings. , saves time and materials, and greatly saves construction costs. When building steel structures, we often encounter the problem of two or more beams with unequal heights. In order to laterally support the flanges of the two beams with unequal heights, the support members must be bent to meet the requirements. The height difference when supporting. However, this structure has brought problems such as poor force transmission capacity of components, construction quality cannot be guaranteed, and construction is relatively difficult. Therefore it is necessary to improve the prior art.

Contents of the invention

In order to solve the lateral support between two or more beams of different heights in the existing building steel structure, due to the poor force transmission capacity of the components caused by the use of bending components, the construction quality cannot be guaranteed, and the construction is more difficult, etc. Problem, the utility model provides a corner bracing connection structure between beams of unequal height.

The utility model is completed through the following technical schemes: a corner bracing connection structure between beams of unequal heights, including frame columns, frame beam flanges connected with frame columns, connected to frame beam flanges through gusset plates at both ends The corner brace is characterized in that the gusset plate is set as a bent gusset plate, and vertical stiffeners are arranged on the bent gusset plate to form a connection structure with clear force transmission.

At least two vertical stiffeners are provided on the gusset plate to enhance the strength and rigidity of the connection as required.

The utility model has the following advantages and effects: adopting the above scheme, it not only constitutes a connection structure with clear force transmission, but also has a simple structure and is convenient for construction. In addition, the structural strength and stability are further enhanced by setting stiffeners on the joint plate.

Description of drawings

Fig. 1 is the top view of the utility model:

Fig. 2 is a side view of the utility model.

Detailed ways

Below in conjunction with accompanying drawing, the utility model is further described.

The unequal height beam corner bracing connection structure provided by the utility model includes a frame column 1, and two frame beam flanges 2 connected with the frame column 1 are respectively connected to the corners between the frame beam flanges 2 through the gusset plates 4 and 5 at both ends. The brace 3 and the gusset plates 4 and 5 are set as bent gusset plates, and two vertical stiffeners 6 are arranged on the bent gusset plates 4 and 5 respectively.

Claims (2)

1. one kind is not waited the angle brace joint construction between the high beam; Comprise frame column; The Vierendeel girder edge of a wing that links to each other with frame column; Gusset plate through its two ends is connected to the angle brace between the Vierendeel girder edge of a wing, it is characterized in that gusset plate is made as the bending gusset plate, and on the bending gusset plate, vertical stiffeners is set.

2. the angle brace joint construction that does not wait between the high beam according to claim 1 is characterized in that said vertical stiffeners is provided with two at least at gusset plate.

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