Anti-seismic load-bearing assembled comprehensive support

Abstract

The utility model discloses an anti -seismic load -bearing fabricated comprehensive support, including first vertical channel steel, second vertical channel steel and be used for supporting pipeline's horizontal channel steel, and the top welding of vertical channel steel has the steel sheet of connecting roof bottom, and the inside of first vertical channel steel and second vertical channel steel's downside all are welded with the upper connecting plate and lower connecting plate that set up in parallel up and down, and the one end of screw rod is in turn through upper connecting plate, lower connecting plate and the upper side wall of horizontal channel steel and is inserted to the inside of horizontal channel steel, and the one end of screw rod is equipped with the upper adjusting nut on upper connecting plate, and the one end of screw rod is arranged with lower adjusting nut in the inside of horizontal channel steel, and the horizontal outside of second vertical channel steel is provided with horizontal anti -seismic mechanism, and the longitudinal outside of first vertical channel steel is provided with longitudinal anti -seismic mechanism. The utility model discloses comprehensive support and split into multiple components, and the factory -like processing and installation of being convenient for, the assembly construction of, can adjust pipeline level and pipeline elevation after pipeline installation is completed, makes the support anti -seismic and the load -bearing integration of two.

Description

Technical Field

[0001] This utility model belongs to the field of electromechanical installation technology in building engineering, and specifically relates to a seismic-resistant and load-bearing prefabricated integrated support. Background Technology

[0002] Currently, the main pipe supports used in building electromechanical installation projects include steel-framed load-bearing supports, prefabricated load-bearing supports, and seismic supports. However, in actual construction, these supports are designed according to specifications and lack the ability to adjust level and elevation, leading to problems such as positional conflicts, significant steel waste, and aesthetically displeasing appearances. Furthermore, existing supports cannot simultaneously meet the requirements of load-bearing adjustment and seismic resistance, thus necessitating the addition of load-bearing capabilities to seismic supports, or in other words, the addition of seismic resistance to load-bearing supports. Utility Model Content

[0003] The technical problem to be solved by this utility model is to provide a seismic-resistant and load-bearing prefabricated integrated support system that addresses the shortcomings of the prior art.

[0004] To solve the above-mentioned technical problems, the technical solution adopted by this utility model is: a seismic-resistant and load-bearing prefabricated integrated support, characterized in that: it includes a first vertical channel steel and a second vertical channel steel, and a transverse channel steel set at the bottom of the first vertical channel steel and the second vertical channel steel for supporting pipelines. A first steel plate is welded to the top of the first vertical channel steel, and a second steel plate is welded to the top of the second vertical channel steel. Both the first steel plate and the second steel plate are fixed to the bottom of the top plate. An upper connecting plate and a lower connecting plate arranged in parallel are welded to the lower inner side of both the first vertical channel steel and the second vertical channel steel. One end of a screw rod passes through the upper connecting plate, the lower connecting plate, and the upper side wall of the transverse channel steel in sequence and extends into the transverse channel steel. An upper adjusting nut is provided at the end of the screw rod above the upper connecting plate, and a lower adjusting nut is provided at the end of the screw rod inside the transverse channel steel. A transverse seismic-resistant mechanism is provided on the transverse outer side of the second vertical channel steel, and a longitudinal seismic-resistant mechanism is provided on the longitudinal outer side of the first vertical channel steel.

[0005] The above-mentioned seismic-resistant and load-bearing prefabricated integrated support is characterized in that: the pipe is fixed to the transverse channel steel by U-shaped stirrups, the stirrups are provided with external threads, both ends of the stirrups extend through the upper side wall of the transverse channel steel into the transverse channel steel, and the ends of the stirrups located in the transverse channel steel are provided with locking nuts.

[0006] The aforementioned seismic-resistant load-bearing prefabricated integrated support is characterized in that: the transverse seismic-resistant mechanism includes a transverse diagonal brace, a transverse ear plate is welded to the transverse outer side of the second vertical channel steel, one end of the transverse diagonal brace is fixedly connected to the transverse ear plate, the other end of the transverse diagonal brace is connected to the third steel plate through the first vertical ear plate, one end of the first vertical ear plate is welded to the third steel plate, the other end of the first vertical ear plate is fixedly connected to the other end of the transverse diagonal brace, and the third steel plate is fixed to the bottom of the top plate.

[0007] The aforementioned seismic-resistant load-bearing prefabricated integrated support is characterized in that: the longitudinal seismic-resistant mechanism includes a longitudinal diagonal brace, a longitudinal ear plate is welded to the longitudinal outer side of the first vertical channel steel, one end of the longitudinal diagonal brace is fixedly connected to the longitudinal ear plate, the other end of the longitudinal ear plate is connected to the fourth steel plate through a second vertical ear plate, one end of the second vertical ear plate is welded to the fourth steel plate, the other end of the second vertical ear plate is fixedly connected to the other end of the longitudinal diagonal brace, and the fourth steel plate is fixed to the bottom of the top plate. This utility model has the following advantages compared with the prior art: 1. This utility model involves welding an upper connecting plate and a lower connecting plate, which are arranged in parallel vertically, to the lower inner sides of both the first and second vertical channel steels. A screw rod is inserted through the upper connecting plate and the lower connecting plate, with one end of the screw rod passing through the upper connecting plate, the lower connecting plate, and the upper side wall of the transverse channel steel in sequence and extending into the transverse channel steel. This is used to adjust the elevation and level of the transverse channel steel, thereby achieving the adjustment of the pipeline elevation and level.

[0008] 2. This utility model, by setting a transverse seismic resisting mechanism on the transverse outer side of the second vertical channel steel and a longitudinal seismic resisting mechanism on the longitudinal outer side of the first vertical channel steel, can resist the impact of transverse and longitudinal seismic waves on the pipeline during an earthquake.

[0009] 3. This utility model has a novel and reasonable design. The integrated support is divided into multiple parts, which facilitates factory processing and installation, and assembly construction. It can adjust the pipe level and elevation after the pipe is installed, so that the support combines seismic resistance and load-bearing capacity, resulting in good performance.

[0010] The technical solution of this utility model will be further described in detail below with reference to the accompanying drawings and embodiments. Attached Figure Description

[0011] Figure 1 This is a schematic diagram of the structure of this utility model.

[0012] Figure 2 This is the left view of the present invention.

[0013] Figure 3 This is a top view of the present invention.

[0014] Explanation of reference numerals in the attached figures: 1—First vertical channel steel; 2—Second vertical channel steel; 3—First steel plate; 4—Second steel plate; 5—Transverse channel steel; 6—Pipeline; 7—Stirrup; 8—Locking nut; 9—Upper connecting plate; 10—Lower connecting plate; 11—Screw; 12—Upper adjusting nut; 13—Lower adjusting nut; 14—Horizontal ear plate; 15—Horizontal diagonal brace; 16—Third steel plate; 17—First vertical lug plate; 18—Longitudinal lug plate; 19—Longitudinal diagonal brace; 20—Fourth steel plate; 21—Second vertical ear plate. Detailed Implementation

[0015] like Figures 1 to 3 As shown, this utility model includes a first vertical channel steel 1 and a second vertical channel steel 2, and a transverse channel steel 5 disposed at the bottom of the first vertical channel steel 1 and the second vertical channel steel 2 for supporting the pipe 6. A first steel plate 3 is welded to the top of the first vertical channel steel 1, and a second steel plate 4 is welded to the top of the second vertical channel steel 2. The first steel plate 3 and the second steel plate 4 are both fixed to the bottom of the top plate. An upper connecting plate 9 and a lower connecting plate 10 arranged in parallel are welded to the lower inner side of the first vertical channel steel 1 and the second vertical channel steel 2. One end of the screw 11 passes through the upper connecting plate 9, the lower connecting plate 10 and the upper side wall of the transverse channel steel 5 in sequence and extends into the transverse channel steel 5. An upper adjusting nut 12 is provided at the end of the screw 11 above the upper connecting plate 9, and a lower adjusting nut 13 is provided at the end of the screw 11 inside the transverse channel steel 5. A transverse anti-seismic mechanism is provided on the transverse outer side of the second vertical channel steel 2, and a longitudinal anti-seismic mechanism is provided on the longitudinal outer side of the first vertical channel steel 1.

[0016] It should be noted that by welding upper and lower connecting plates, arranged parallel to each other, to the lower interior of both the first and second vertical channel steels, and by inserting screws through the upper and lower connecting plates, one end of each screw passes through the upper connecting plate, the lower connecting plate, and the upper side wall of the transverse channel steel to extend into the transverse channel steel, the elevation and level of the transverse channel steel are adjusted, thereby achieving the adjustment of the pipeline elevation and level. By setting a transverse seismic resisting mechanism on the transverse outer side of the second vertical channel steel and a longitudinal seismic resisting mechanism on the longitudinal outer side of the first vertical channel steel, the influence of transverse and longitudinal seismic waves on the pipeline can be resisted during an earthquake. The integrated support is also disassembled into multiple components, facilitating factory processing and installation, and modular construction. After the pipeline is installed, the pipeline level and elevation can be adjusted, combining seismic resistance and load-bearing capacity into one, resulting in good performance.

[0017] In this embodiment, the pipe 6 is fixed to the transverse channel steel 5 by U-shaped stirrups 7. The stirrups 7 are provided with external threads, and both ends of the stirrups 7 extend through the upper side wall of the transverse channel steel 5 into the transverse channel steel 5. The ends of the stirrups 7 located in the transverse channel steel 5 are provided with locking nuts 8.

[0018] It should be noted that multiple pipes 6 can be installed on the transverse channel steel 5 according to design requirements. Each pipe 6 is equipped with a U-shaped stirrup 7, which is adapted to the corresponding pipe 6.

[0019] In this embodiment, the transverse seismic resisting mechanism includes a transverse brace 15, a transverse ear plate 14 is welded to the transverse outer side of the second vertical channel steel 2, one end of the transverse brace 15 is fixedly connected to the transverse ear plate 14, the other end of the transverse brace 15 is connected to the third steel plate 16 through the first vertical ear plate 17, one end of the first vertical ear plate 17 is welded to the third steel plate 16, the other end of the first vertical ear plate 17 is fixedly connected to the other end of the transverse brace 15, and the third steel plate 16 is fixed to the bottom of the top plate.

[0020] In this embodiment, the longitudinal anti-seismic mechanism includes a longitudinal diagonal brace 19. A longitudinal ear plate 18 is welded to the longitudinal outer side of the first vertical channel steel 1. One end of the longitudinal diagonal brace 19 is fixedly connected to the longitudinal ear plate 18. The other end of the longitudinal ear plate 18 is connected to the fourth steel plate 20 through a second vertical ear plate 21. One end of the second vertical ear plate 21 is welded to the fourth steel plate 20. The other end of the second vertical ear plate 21 is fixedly connected to the other end of the longitudinal diagonal brace 19. The fourth steel plate 20 is fixed to the bottom of the top plate.

[0021] In use, this utility model involves setting up multiple seismic-resistant prefabricated integrated supports along the length of the pipeline. The elevation and level of the transverse channel steel 5 in each seismic-resistant prefabricated integrated support are adjusted according to the pipeline slope, thereby achieving the adjustment of the pipeline elevation and level. By setting a transverse seismic-resistant mechanism on the transverse outer side of the second vertical channel steel and a longitudinal seismic-resistant mechanism on the longitudinal outer side of the first vertical channel steel, the transverse and longitudinal seismic-resistant mechanisms resist the lateral and longitudinal seismic waves from swinging the supports back and forth and left and right during an earthquake, preventing the first steel plate 3 and the second steel plate 4 from being pulled out of the top plate, and also preventing repeated impacts of the liquid in the pipeline and pipeline rupture.

[0022] The above description is merely a preferred embodiment of the present utility model and does not constitute any limitation on the present utility model. Any simple modifications, alterations, or equivalent structural changes made to the above embodiments based on the technical essence of the present utility model shall still fall within the protection scope of the present utility model.

Claims

1. A seismic-resistant, load-bearing prefabricated integrated support system, characterized in that: It includes a first vertical channel steel (1) and a second vertical channel steel (2), and a transverse channel steel (5) set at the bottom of the first vertical channel steel (1) and the second vertical channel steel (2) for supporting the pipe (6). A first steel plate (3) is welded to the top of the first vertical channel steel (1), and a second steel plate (4) is welded to the top of the second vertical channel steel (2). The first steel plate (3) and the second steel plate (4) are both fixed to the bottom of the top plate. Upper connecting plates arranged vertically and horizontally are welded to the lower side interior of the first vertical channel steel (1) and the second vertical channel steel (2). 9) and the lower connecting plate (10), one end of the screw (11) passes through the upper connecting plate (9), the lower connecting plate (10) and the upper side wall of the transverse channel steel (5) and extends into the transverse channel steel (5). The end of the screw (11) above the upper connecting plate (9) is provided with an upper adjusting nut (12), and the end of the screw (11) inside the transverse channel steel (5) is provided with a lower adjusting nut (13). The transverse outer side of the second vertical channel steel (2) is provided with a transverse anti-seismic mechanism, and the longitudinal outer side of the first vertical channel steel (1) is provided with a longitudinal anti-seismic mechanism.

2. The seismic-resistant load-bearing prefabricated integrated support according to claim 1, characterized in that: The pipe (6) is fixed to the transverse channel steel (5) by U-shaped stirrups (7). The stirrups (7) are provided with external threads. Both ends of the stirrups (7) pass through the upper side wall of the transverse channel steel (5) and extend into the transverse channel steel (5). The ends of the stirrups (7) located in the transverse channel steel (5) are provided with locking nuts (8).

3. The seismic-resistant load-bearing prefabricated integrated support according to claim 1, characterized in that: The transverse seismic resisting mechanism includes a transverse brace (15), a transverse ear plate (14) welded to the transverse outer side of the second vertical channel steel (2), one end of the transverse brace (15) is fixedly connected to the transverse ear plate (14), the other end of the transverse brace (15) is connected to the third steel plate (16) through the first vertical ear plate (17), one end of the first vertical ear plate (17) is welded to the third steel plate (16), the other end of the first vertical ear plate (17) is fixedly connected to the other end of the transverse brace (15), and the third steel plate (16) is fixed to the bottom of the top plate.

4. The seismic-resistant load-bearing prefabricated integrated support according to claim 1, characterized in that: The longitudinal seismic resistance mechanism includes a longitudinal brace (19), a longitudinal ear plate (18) is welded to the longitudinal outer side of the first vertical channel steel (1), one end of the longitudinal brace (19) is fixedly connected to the longitudinal ear plate (18), the other end of the longitudinal ear plate (18) is connected to the fourth steel plate (20) through the second vertical ear plate (21), one end of the second vertical ear plate (21) is welded to the fourth steel plate (20), the other end of the second vertical ear plate (21) is fixedly connected to the other end of the longitudinal brace (19), and the fourth steel plate (20) is fixed to the bottom of the top plate.

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