Turnover embracing column support for precise positioning and mounting of large-span orthogonal steel truss

Abstract

The utility model discloses a turnover embracing column support for accurate positioning and installation of a large-span orthogonal steel truss, which comprises a steel column, an annular steel column hoop is connected with the steel column through high-strength bolts, a triangular steel platform is welded with the annular steel column hoop, steel column brackets are arranged on two sides of the steel column, and the triangular steel platform is connected with the annular steel column hoop through high-strength bolts. The steel column bracket is used for being welded with a large-span orthogonal truss steel beam; steel column hoops are arranged on supports on the two sides of a large-span steel structure, a tripod steel platform is hinged to steel columns, and the tripod steel platform serves as a supporting point of the large-span steel truss and serves as a horse stool for welding a vertical component bracket and the large-span steel truss, so that a welder is helped to keep a welding piece at the correct position and angle, and the welding efficiency is improved. In the welding process of the large-span steel truss, the split heads can prevent a welding piece from displacing due to the influence of gravity or welding heat in the welding process, meanwhile, uniform supporting force can be provided, thermal deformation in the welding process can be reduced, the original shape and size of a steel structure can be kept, and therefore the welding precision and quality are guaranteed.

Description

A reusable column support for precise positioning and installation of large-span orthogonal steel trusses Technical Field

[0001] This utility model relates to a reusable column support for precise positioning and installation of large-span orthogonal steel trusses, and particularly relates to the field of building engineering technology. Background Technology

[0002] With the development of science and technology and the updating of architectural concepts, the application of large-span steel truss structures in buildings is becoming more and more widespread. This structural form not only provides buildings with more space and higher load-bearing capacity, but also has significant advantages in terms of construction speed, economy and adaptability. Precise installation of large-span steel truss structures is crucial to ensuring the safety and functionality of the structure. Any installation error may lead to a decline in structural performance or even cause safety accidents. In the traditional installation process of large-span steel truss structures, the use of a jig for installation and welding is an important link. Although the jig of the large-span steel truss structure plays an important supporting and fixing role in the manufacturing and installation process, it also has some disadvantages and limitations: (1) Temporariness: The jig is a temporary structure that needs to be dismantled and removed, which increases construction costs and time. (2) Complexity: The design and manufacturing of the jig requires consideration of various factors, such as structural size, shape, load, etc., and the design process is relatively complex. (3) Weight and volume: The jig is usually made of steel and has a certain weight and volume, requiring large lifting equipment for handling and installation. (4) Cost: The fabrication and installation of the formwork requires certain materials, labor, and equipment, increasing construction costs. (5) Construction space: The formwork requires a certain amount of construction space, which may affect other construction activities. (6) Low reuse rate: The formwork is usually a custom structure with a low reuse rate, requiring redesign and fabrication for different projects. The vertical component bracket is welded to the large-span steel truss using limiting plates, which has poor stability. It is difficult to ensure welding accuracy for large-span steel trusses. At the same time, for bolted hinges, the presence of limiting plates will restrict the displacement of the steel structure, which may affect the deformation and internal force distribution of the structure under stress, reduce the seismic performance of the structure, and cause stress concentration at the contact point between the limiting plate and the steel structure, leading to local fatigue damage. Summary of the Invention

[0003] This invention provides a reusable column support for precise positioning and installation of large-span orthogonal steel trusses, overcoming the shortcomings of complex installation and high cost of existing large-span steel truss structures.

[0004] To solve the above-mentioned technical problems, this utility model provides the following technical solution:

[0005] This utility model discloses a reusable column support for precise positioning and installation of large-span orthogonal steel trusses, including a steel column, an annular steel column hoop connected to the steel column by high-strength bolts, a triangular steel platform welded to the annular steel column hoop, and steel column brackets on both sides of the steel column for welding to the large-span orthogonal truss steel beams.

[0006] Furthermore, the triangular steel platform is welded to both sides of the annular steel column hoop.

[0007] Furthermore, steel stirrups are provided on the upper surfaces of both sides of the triangular steel platform for adjusting the position of the large-span orthogonal truss steel beams and welding them together.

[0008] Furthermore, both the annular steel column hoop and the triangular steel platform are detachable. The beneficial effects achieved by this invention are as follows: Steel column hoops and triangular steel platforms are hinged to the steel columns at the supports on both sides of the large-span steel structure. The triangular steel platform serves as a support point for the large-span steel truss and also as a support for welding the vertical corbels to the large-span steel truss, providing stable support for welding and helping welders maintain the welded parts in the correct position and angle. During the welding of the large-span steel truss, the support prevents displacement of the welded parts due to gravity or welding heat during the welding process, while providing uniform support force, helping to reduce thermal deformation during welding, and maintaining the original shape and dimensions of the steel structure; thus ensuring the accuracy and quality of the welding. The hinged connection effectively ensures the quality of the steel and avoids damage to the base material, solving both the accuracy and quality issues of welding the large-span steel truss to the vertical corbels, while reducing the need for a welding jig. Attached Figure Description

[0009] The accompanying drawings are provided to further illustrate the present invention and form part of the specification. They are used together with the embodiments of the present invention to explain the present invention, but do not constitute a limitation thereof. In the drawings:

[0010] Figure 1 is a structural schematic diagram of this utility model;

[0011] Figure 2 is a partial enlarged view of this utility model;

[0012] Figure 3 is a structural schematic diagram of the reusable column support of this utility model. In the figure: 1. Ring steel column hoop; 2. High-strength bolt; 3. Triangular steel platform; 4. Steel stirrup; 5. Large-span orthogonal truss steel beam; 6. Steel column bracket; 7. Steel column. Detailed Implementation

[0013] The preferred embodiments of the present invention will be described below with reference to the accompanying drawings. It should be understood that the preferred embodiments described herein are for illustration and explanation only and are not intended to limit the present invention.

[0014] Example 1

[0015] As shown in Figures 1-3, a reusable column support for precise positioning and installation of large-span orthogonal steel trusses includes a steel column 7, an annular steel column hoop 1 connected to the steel column 7 by high-strength bolts 2, a triangular steel platform 3 welded to the annular steel column hoop 1, and steel column brackets 6 provided on both sides of the steel column 7 for welding to the large-span orthogonal truss steel beam 5.

[0016] The triangular steel platform 3 is welded to both sides of the annular steel column hoop 1.

[0017] Steel stirrups 4 are installed on the upper surfaces of both sides of the triangular steel platform 3 to adjust the position of the large-span orthogonal truss steel beams 5 and weld them together.

[0018] After the steel column brackets 6 on both sides are welded to the large-span orthogonal truss steel beam 5, the ring steel column hoop 1 and the triangular steel platform 3 are removed from the steel column 7, and the construction of the next section of the large-span orthogonal truss steel beam is carried out.

[0019] It should be noted that the above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present invention should be included within the protection scope of the present invention. The terminology used in the description of this application is only for describing specific embodiments and is not intended to limit the exemplary embodiments according to this application. For ease of description, the dimensions of the various parts shown in the drawings are not drawn to actual scale. Techniques, methods, and devices known to those skilled in the art may not be discussed in detail, but where appropriate, such techniques, methods, and devices should be considered part of the specification. In all examples shown and discussed herein, any specific values ​​should be interpreted as merely exemplary and not as limitations. Therefore, other examples of exemplary embodiments may have different values. It should be noted that similar reference numerals and letters in the following drawings indicate similar items, and therefore, once an item is defined in one drawing, it does not need to be further discussed in subsequent drawings.

[0020] It should be noted that the terms "first," "second," etc., used in the specification and claims of this application are used to distinguish similar objects and not to describe a specific order or sequence. It should be understood that such use of data can be interchanged where appropriate so that embodiments of this application can be implemented in orders other than those illustrated or described herein, and the objects distinguished by "first," "second," etc., are generally of the same class and are not limited in number; for example, a first object can be one or more. Furthermore, in the specification and claims, "and / or" indicates at least one of the connected objects, and the character " / " generally indicates that the preceding and following objects are in an "or" relationship.

[0021] It should be noted that in the description of this application, the directional terms such as "front, back, up, down, left, right", "horizontal, vertical, horizontal" and "top, bottom" 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 application and simplifying the description. Unless otherwise stated, these directional terms 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, and therefore should not be construed as a limitation on the scope of protection of this application. The directional terms "inner" and "outer" refer to the inner and outer contours relative to the outline of each component itself.

Claims

1. A transferable embrace column support for precise positioning and installation of large-span orthogonal steel truss, characterized in that, It includes a steel column, an annular steel column hoop connected to the steel column by high-strength bolts, a triangular steel platform welded to the annular steel column hoop, and steel column brackets on both sides of the steel column for welding to large-span orthogonal truss steel beams.

2. The reusable column support for precise positioning and installation of large-span orthogonal steel trusses according to claim 1, characterized in that, The triangular steel platform is welded to both sides of the annular steel column hoop.

3. The reusable column support for precise positioning and installation of large-span orthogonal steel trusses according to claim 1, characterized in that, The upper surfaces on both sides of the triangular steel platform are equipped with steel stirrups, which are used to adjust the position of the large-span orthogonal truss steel beams and weld them together.

4. The reusable column support for precise positioning and installation of large-span orthogonal steel trusses according to claim 1, characterized in that, Both the annular steel column hoop and the triangular steel platform are detachable.

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