Steel pipe bevel truss

Abstract

The utility model discloses a steel pipe bevel truss, and belongs to the technical field of trusses. The steel tube folded angle truss comprises a steel tube, staggered and bent web member ribs are fixedly installed on the two sides of the steel tube, folded angles are bent at the bent positions of the lower sides of the staggered and bent web member ribs, the upper sides of the staggered and bent web member ribs are fixedly installed on the steel tube, and the bending directions of the folded angles at the corresponding positions of the two staggered and bent web member ribs are opposite. According to the technical scheme, the steel pipe bevel truss is high in strength and suitable for a large span.

Description

Technical Field

[0001] This utility model relates to the field of truss technology, specifically a steel pipe angled truss. Background Technology

[0002] Trusses are generally planar or spatial structures composed of straight bars. Truss members mainly bear axial tension or compression, thus making full use of the strength of the material. When the span is large, they can save material, reduce self-weight and increase stiffness compared to solid web beams.

[0003] The current market demands trusses with sufficient strength to prevent breakage or plastic deformation during use. Most trusses on the market today are triangular trusses, which have low structural strength and cannot meet the requirements for large-span construction.

[0004] Therefore, it is necessary to design a steel pipe angle truss. Utility Model Content

[0005] The purpose of this utility model is to provide a steel pipe angle truss to solve the problems mentioned in the background art.

[0006] To achieve the above objectives, this utility model provides the following technical solution:

[0007] A steel pipe angle truss includes a steel pipe, on both sides of which staggered bent web members are fixedly installed. The lower bend of the staggered bent web members is bent into an angle, and the upper side of the staggered bent web members is fixedly installed on the steel pipe.

[0008] This technical solution uses steel pipes and two staggered bent web reinforcement bars to reduce product weight, while the angled design provides support over a larger area, thus improving the stability of the support.

[0009] As a further embodiment of this utility model, the bending directions of the corresponding angles of the two staggered bent web reinforcement bars are opposite, thereby increasing the support area.

[0010] In summary, the beneficial effects of this utility model are as follows: by setting up steel pipes and two staggered bent web reinforcement bars in combination, the strength of the product is guaranteed; setting up angles can provide support over a larger area, improve the stability of the support, and increase the strength of the product, making it suitable for construction sites with large spans. Attached Figure Description

[0011] Figure 1 This is a structural diagram of a steel pipe angled truss;

[0012] Figure 2 This is a diagram showing the connection between a steel pipe angled truss and a steel wire mesh.

[0013] Figure 3In order to be in Figure 2 The structural diagram is based on adding a concrete layer.

[0014] In the diagram: 1. Steel pipe; 2. Interlaced bent web reinforcement; 3. Corner; 4. Wire mesh; 5. Concrete layer. Detailed Implementation

[0015] 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, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0016] Example

[0017] Please see Figure 1-3 ,like Figure 1 As shown, a steel pipe angle truss includes a steel pipe 1, with staggered bent web members 2 fixedly installed on both sides of the steel pipe 1. The lower bend of the staggered bent web members 2 is bent into an angle 3, and the upper side of the staggered bent web members 2 is fixedly installed on the steel pipe 1. The bending directions of the angles 3 at corresponding positions of the two staggered bent web members 2 are opposite.

[0018] like Figure 2 As shown, a truss mesh structure is formed by fixing multiple steel pipe angled trusses on the wire mesh 4. The angles 3 are all fixedly connected to the wire mesh 4. The angles 3 and the wire mesh 4 are connected by resistance welding, resulting in higher strength.

[0019] like Figure 3 As shown, in Figure 2 Based on this, a concrete layer 5 is poured on the outside of the wire mesh 4 to form a concrete floor slab. When in use, this device can be directly installed on the building without the need to remove the base plate, which reduces construction steps and expands the scope of application.

[0020] It should be noted that the above embodiments are only specific and clear descriptions of the technical solutions and features of this application. Solutions or features that are prior art or common knowledge to those skilled in the art will not be described in detail in the above embodiments.

[0021] Furthermore, the technical solutions of this application are not limited to the above embodiments. Those skilled in the art should consider the specification as a whole, and the technical solutions in each embodiment can also be appropriately combined to form other implementation methods that can be understood by those skilled in the art.

Claims

1. A steel pipe angle truss, characterized in that, The steel pipe (1) is provided with staggered bent web reinforcement bars (2) fixedly installed on both sides of the steel pipe (1). The lower side of the staggered bent web reinforcement bars (2) is bent into a bend angle (3). The upper side of the staggered bent web reinforcement bars (2) is fixedly installed on the steel pipe (1).

2. A steel pipe angled truss according to claim 1, characterized in that, The bending directions of the corresponding angles (3) of the two staggered bent web bars (2) are opposite.

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