Industrial building assembled comprehensive seismic type support hanger

Abstract

The utility model discloses an industrial building assembled comprehensive anti-seismic type support hanger, including main suspender, the main suspender is assembled by a plurality of channel steel through a plurality of assembling joints, the main suspender is connected on the building main body structure through a plurality of first anti-seismic base, be equipped with the anti-seismic diagonal bracing between the main suspender and building main body structure, both ends of anti-seismic diagonal bracing are connected with universal hinge seat, be equipped with a plurality of composite beams between the main suspender, be equipped with electromechanical pipeline system on each composite beam. The utility model solves the problem that the structure design of the existing assembled support hanger is often focused on bearing and integration, and the professional anti-seismic component is not fully integrated, which may lead to the connection node under the reciprocating load of earthquake to be loose or brittle failure, affecting the safety of life and property and the continuity of production.

Description

Technical Field

[0001] This utility model relates to the field of support and hanger technology, and in particular to a prefabricated integrated seismic-resistant support and hanger for industrial buildings. Background Technology

[0002] Industrial buildings (such as electronics factories, pharmaceutical workshops, and new energy battery production workshops) have extremely high requirements for the production environment, and their internal electromechanical pipeline systems (such as air ducts, water pipes, cable trays, and process pipelines) are intricate and complex. Traditional support and hanger systems are mostly welded on-site or use simple angle steel for suspension.

[0003] Currently, there is a type of "prefabricated integrated support system" on the market that solves some of the problems of traditional methods. This technology uses prefabricated channel steel (usually C-shaped or U-shaped toothed channel steel), special connectors (such as channel steel nuts and bolts), and steel bases, which are then assembled on-site into an integrated support system through mechanical connections (tightening bolts). Its core is to integrate various pipelines onto the same support structure, achieving comprehensive pipeline layout and modular installation.

[0004] The design of prefabricated structures often focuses on load-bearing and integration, without fully integrating professional seismic-resistant components. This may cause the connection nodes to loosen or fail brittlely under seismic cyclic loads, making it difficult to meet the requirements of seismic fortification and affecting the safety of life and property and the continuity of production. Utility Model Content

[0005] The purpose of this utility model is to overcome the existing defects and provide a prefabricated integrated seismic-resistant support and hanger for industrial buildings, which can effectively improve the seismic resistance of the support and hanger.

[0006] The technical solution to achieve the above objectives is: a prefabricated integrated seismic-resistant support frame for industrial buildings, including a main hanger rod. The main hanger rod is assembled from multiple channel steels through multiple assembly joints. The main hanger rod is connected to the main structure of the building through multiple first seismic-resistant bases. Seismic-resistant diagonal braces are provided between the main hanger rod and the main structure of the building. Both ends of the seismic-resistant diagonal braces are connected to universal hinge seats. The universal hinge seat located at the upper end is connected to the building beam through the corresponding first seismic-resistant base, and the universal hinge seat located at the lower end is connected to the main hanger rod through the corresponding second seismic-resistant base. Multiple composite beams are provided between the main hanger rods, and electromechanical pipeline systems are provided on each composite beam.

[0007] Preferably, the composite beam is formed by two parallel channel steels clamped together by double nuts.

[0008] Preferably, multiple pipe clamps are installed on the composite beam, and each pipe clamp contains an anti-seismic damping rubber pad.

[0009] Preferably, the inner side of the channel steel is uniformly provided with a plurality of teeth, and the bottom of each pipe clamp and the corresponding teeth engage and lock with each other. Preferably, the cable of the electromechanical pipeline system is clamped inside the pipe clamp.

[0010] The beneficial effects of this utility model are as follows: seismic bracing is provided between the main hanger and the main building structure. Both ends of the seismic bracing are connected to universal joint seats. The universal joint seat at the upper end is connected to the building beam through the corresponding first seismic base, and the universal joint seat at the lower end is connected to the main hanger through the corresponding second seismic base. At the same time, in conjunction with the seismic damping rubber pads in each pipe clamp, this structure can integrate a professional seismic bracing system and seismic pipe clamps, enabling the support and hanger to effectively absorb and dissipate seismic energy, significantly reducing the risk of pipeline system damage during earthquakes, meeting and exceeding the requirements of seismic codes, and ensuring the safety of life and property and the continuity of production. Attached Figure Description

[0011] Figure 1 This is a schematic diagram of the present invention; Figure 2 yes Figure 1 A magnified view of a portion of point A in the middle; Figure 3 yes Figure 1 A magnified view of a section at point B in the middle; Figure 4 yes Figure 1 A magnified view of a section at point C; Figure 5 yes Figure 3 A magnified view of a section at point D.

[0012] In the diagram: 1. Main hanger; 2. Assembly joint; 3. Channel steel; 4. First seismic base; 5. Seismic brace; 6. Universal hinge seat; 7. Second seismic base; 8. Composite beam; 9. Double nut channel steel clamp; 10. Pipe clamp; 11. Seismic damping rubber pad. Detailed Implementation

[0013] The technical solution of this utility model will now be clearly and completely described in conjunction with the accompanying drawings. In the description of this utility model, it should be noted that the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," and "outer," etc., indicating the orientation or positional relationship, are based on the orientation or positional relationship shown in the accompanying drawings and are only for the convenience of describing this utility model and simplifying the description. They 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 of this utility model. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and should not be construed as indicating or implying relative importance.

[0014] The present invention will be further described below with reference to the accompanying drawings.

[0015] like Figure 1-5 As shown, an industrial building prefabricated integrated seismic support system includes a main hanger 1, seismic bracing 5, and multiple composite beams 8.

[0016] Specifically, the main hanger 1 is assembled from multiple channel steels 3 through multiple assembly joints 2. The main hanger 1 is connected to the main building structure through multiple first seismic bases 4. Seismic bracing 5 is provided between the main hanger 1 and the main building structure. Both ends of the seismic bracing 5 are connected to universal joints 6. The universal joint 6 located at the upper end is connected to the building beam through the corresponding first seismic base 4, and the universal joint 6 located at the lower end is connected to the main hanger 1 through the corresponding second seismic base 7. Multiple composite beams 8 are provided between the main hangers 1, and electromechanical pipeline systems are provided on each composite beam 8. The modular design makes the system highly adjustable and adaptable, easy to adjust according to the site conditions, and convenient for future pipeline expansion, maintenance and modification.

[0017] Specifically, the composite beam 8 is formed by two parallel channel steels 3 fastened together by double-nut channel steel clamps 9, which effectively improves the strength of the beam; multiple pipe clamps 10 are installed on the composite beam 8, and each pipe clamp 10 is equipped with an anti-vibration damping rubber pad 11. The pipe clamps 10 clamp the cables of the electromechanical pipeline system, which can isolate the vibration of the equipment operation.

[0018] Specifically, the inner side of the channel steel 3 is evenly provided with multiple teeth, and the bottom of each pipe clamp 10 and the corresponding teeth mesh and lock together. The teeth are used to achieve stepless adjustment of mechanical engagement with the pipe clamp 10. Through the tooth design and the cooperation with the pipe clamp 10, it can slide and be locked arbitrarily on the channel steel 3, which is used to suspend pipelines of different diameters.

[0019] The assembly process of this utility model is as follows: After the customized components are transported to the site, the construction personnel do not need to weld. They only use tools such as torque wrenches to fix the first seismic base 4 to the structure in sequence, install the main hanger 1 and the main channel steel 3, install the seismic brace 5 and adjust it to the design angle, install the pipelines in place through various pipe clamps 10, and finally tighten all bolts to the specified torque to complete the installation.

[0020] The above embodiments are only used to illustrate the technical solutions of this utility model, and are not intended to limit it. Although the utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art should understand that modifications can still be made to the technical solutions described in the foregoing embodiments, or equivalent substitutions can be made to some or all of the technical features therein. Such modifications or substitutions do not cause the essence of the corresponding technical solutions to deviate from the scope of the technical solutions of the embodiments of this utility model.

Claims

1. A prefabricated integrated seismic-resistant support system for industrial buildings, characterized in that, The system includes a main hanger (1), which is assembled from multiple channel steels (3) through multiple assembly joints (2). The main hanger (1) is connected to the main structure of the building through multiple first seismic bases (4). Seismic bracing (5) is provided between the main hanger (1) and the main structure of the building. Both ends of the seismic bracing (5) are connected to universal hinge seats (6). The universal hinge seat (6) located at the upper end is connected to the building beam through the corresponding first seismic base (4). The universal hinge seat (6) located at the lower end is connected to the main hanger (1) through the corresponding second seismic base (7). Multiple composite beams (8) are provided between the main hangers (1). Each composite beam (8) is provided with an electromechanical pipeline system.

2. The prefabricated integrated seismic-resistant support frame for industrial buildings according to claim 1, characterized in that, The composite beam (8) is formed by fastening two parallel channel steels (3) together with a double-nut channel steel clamp (9).

3. The prefabricated integrated seismic-resistant support frame for industrial buildings according to claim 1, characterized in that, Multiple pipe clamps (10) are installed on the composite beam (8), and each pipe clamp (10) is equipped with an anti-seismic damping rubber pad (11).

4. The prefabricated integrated seismic-resistant support frame for industrial buildings according to claim 3, characterized in that, The inner side of the channel steel (3) is uniformly provided with multiple teeth, and the bottom of each pipe clamp (10) and the corresponding teeth mesh and lock together.

5. The prefabricated integrated seismic-resistant support frame for industrial buildings according to claim 3, characterized in that, The cable of the electromechanical pipeline system is clamped inside the pipe clamp (10).

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