An assembled anti-seismic support

Abstract

The utility model discloses an assembled anti-seismic support, including support crossbeam, pipe gallery main part, the lower extreme of support crossbeam is provided with anti-seismic support assembly mechanism, the anti-seismic support assembly mechanism includes the fixed frame of placing in the lower extreme of support crossbeam, one end of fixed frame is fixedly connected with the defined storehouse, the upper end fixedly connected with the support piece of pipe gallery main part. The utility model discloses an assembled anti-seismic support, through placing pipe gallery main part to the below of support crossbeam, then transversely push pipe gallery main part, make the butt joint block along the defined storehouse slide, when butt joint block slides to the upper end of defined storehouse, spring pushes it into defined storehouse, then, make it contact the upper end of butt joint block with defined screw, this method is convenient for installing pipe gallery main part below support crossbeam, and can realize the anti-seismic support assembly mechanism of assembling in the construction site, makes the mechanism install pipe gallery main part according to interval.

Description

Technical Field

[0001] This utility model relates to the field of pipe gallery support technology, and in particular to a prefabricated seismic support. Background Technology

[0002] A pipe gallery is a corridor for pipelines. In chemical and related plants, many pipelines are concentrated together and laid out along the outside of the equipment or plant. They are usually suspended in the air and supported by brackets, forming a corridor-like structure.

[0003] Traditional seismic bracing has some drawbacks. When installing utility tunnels, the bracing needs to be installed on the top of the designated building first, and then the utility tunnel is installed below it. However, when the bracing is installed first, the spacing is very likely to be inaccurate, which will affect the subsequent installation of the utility tunnel. Moreover, it is difficult to adjust the spacing between the layers of the bracing according to the actual situation. Utility Model Content

[0004] The main purpose of this utility model is to provide a prefabricated seismic bracing system that can effectively solve the problems in the background art.

[0005] To achieve the above objectives, the technical solution adopted by this utility model is as follows:

[0006] A prefabricated seismic bracing system includes a supporting beam and a pipe gallery main body. A seismic bracing assembly mechanism is provided at the lower end of the supporting beam. The assembly mechanism includes a fixed frame placed at the lower end of the supporting beam. A limiting chamber is fixedly connected to one end of the fixed frame. A support member is fixedly connected to the upper end of the pipe gallery main body. A connecting block is movably connected to the inner side of the limiting chamber. A connecting frame is fixedly connected to the upper end of the connecting block. An adjusting rod is fixedly connected to the upper end of the connecting frame. A sliding groove is formed at the front end of the adjusting rod. A slider is slidably connected to the inner side of the sliding groove. A spring is sleeved on the outer side of the adjusting rod. A limiting screw is threaded into the inner part of the limiting chamber. A limiting plate is fixedly connected to the upper end of the adjusting rod.

[0007] Preferably, the front end of the fixing frame is fixedly connected to the mounting frame, the inner side of the mounting frame is threaded with bolts, the front end of the limiting chamber is a ramp surface, and the rear end of the docking block is a ramp surface.

[0008] Preferably, the front end of the limiting chamber matches the rear end of the docking block, the connecting frame is L-shaped, and the outer side of the adjusting rod near the lower side of the spring is slidably connected to the inner side of the support member.

[0009] Preferably, the lower end of the spring is fixedly connected to the upper end of the support member, the upper end of the spring is fixedly connected to the lower end of the limiting plate near the outer side of the adjusting rod, and the front end of the slider is fixedly connected to the inner wall of the support member.

[0010] Preferably, the upper end of the mounting bracket contacts the lower end of the support beam, the bolt extends into the interior of the support beam, and the bolt is threadedly connected to the support beam.

[0011] Preferably, the upper end of the main body of the pipe gallery is in contact with the lower end of the fixing frame on the side near the support member, one end of the main body of the pipe gallery is fixedly connected to a docking side plate, and the shape of the supporting crossbeam is I-shaped.

[0012] Compared with the prior art, the present invention has the following beneficial effects:

[0013] By placing the main body of the utility tunnel under the supporting beam and then pushing the main body laterally, the connecting block slides along the limiting compartment. When the connecting block slides to the upper end of the limiting compartment, a spring pushes it into the limiting compartment. Then, the limiting screw is screwed into the connecting block so that it contacts the upper end of the connecting block. This method facilitates the installation of the main body of the utility tunnel under the supporting beam and enables the assembly of the seismic bracing mechanism on the construction site, allowing the mechanism to install the main body of the utility tunnel according to the spacing. Attached Figure Description

[0014] Figure 1 This is a schematic diagram of the overall structure of a prefabricated seismic brace according to the present invention;

[0015] Figure 2 This is a schematic diagram of the assembly mechanism of a prefabricated seismic bracing system according to the present invention.

[0016] Figure 3 This is a partial structural diagram of the seismic bracing assembly mechanism of a prefabricated seismic bracing system according to this utility model. Figure 1 ;

[0017] Figure 4 This is a partial structural diagram of the seismic bracing assembly mechanism of a prefabricated seismic bracing system according to this utility model. Figure 2 .

[0018] In the diagram: 1. Support beam; 2. Main body of the pipe gallery; 3. Connecting side plate; 4. Seismic bracing assembly mechanism; 41. Fixing frame; 42. Limiting compartment; 43. Support component; 44. Connecting block; 45. Connecting frame; 46. Adjusting rod; 47. Spring; 48. Slide groove; 49. Sliding block; 410. Limiting screw; 411. Limiting plate; 412. Mounting frame; 413. Bolt. Detailed Implementation

[0019] To make the technical means, creative features, objectives and effects of this utility model easier to understand, the present utility model will be further described below in conjunction with specific embodiments.

[0020] like Figure 1-4As shown, a prefabricated seismic bracing system includes a supporting beam 1 and a pipe gallery body 2. A seismic bracing assembly mechanism 4 is provided at the lower end of the supporting beam 1. The seismic bracing assembly mechanism 4 includes a fixing frame 41 placed at the lower end of the supporting beam 1. A limiting chamber 42 is fixedly connected to one end of the fixing frame 41. A support member 43 is fixedly connected to the upper end of the pipe gallery body 2. A docking block 44 is movably connected to the inner side of the limiting chamber 42. A connecting frame 45 is fixedly connected to the upper end of the docking block 44. An adjusting rod 46 is fixedly connected to the upper end of the connecting frame 45. A sliding groove 48 is opened at the front end of the adjusting rod 46. A slider 49 is slidably connected to the inner side of the sliding groove 48. A spring 47 is sleeved on the outer side of the adjusting rod 46. A limiting screw 410 is threadedly connected to the inside of the limiting chamber 42. A limiting plate 411 is fixedly connected to the upper end of the adjusting rod 46.

[0021] In this embodiment, the front end of the fixing frame 41 is fixedly connected to the mounting frame 412, and the inner side of the mounting frame 412 is threadedly connected to the bolt 413. The front end of the limiting chamber 42 is a ramp surface, and the rear end of the docking block 44 is a ramp surface. The front end of the limiting chamber 42 matches the rear end of the docking block 44. The connecting frame 45 is L-shaped. The outer side of the adjusting rod 46 is slidably connected to the inner side of the support member 43 near the lower side of the spring 47. The lower end of the spring 47 is fixedly connected to the upper end of the support member 43. The upper end of the spring 47 is fixedly connected to the lower end of the limiting plate 411 near the outer side of the adjusting rod 46. The front end of the slider 49 is fixedly connected to the inner wall of the support member 43. The upper end of the mounting frame 412 is in contact with the lower end of the support beam 1. The bolt 413 extends into the interior of the support beam 1, and the bolt 413 is threadedly connected to the support beam 1.

[0022] Specifically, the fixing bracket 41 is placed below the designated area of ​​the supporting beam 1, and the bolt 413 is screwed into the interior of the supporting beam 1 through the inner side of the mounting bracket 412, thus fixing the fixing bracket 41 below the supporting beam 1. Simultaneously, the pipe gallery body 2 is removed and placed below the supporting beam 1, aligning the connecting block 44 with the limiting chamber 42. The pipe gallery body 2 is then pushed laterally so that the rear end of the connecting block 44 contacts the front end of the limiting chamber 42, causing the connecting block 44 to move upward along the limiting chamber 42. The connecting block 44 also pushes the adjusting rod 46 upward via the connecting bracket 45, causing the adjusting rod 46 to move upward along the slider 49 inside the support member 43 via the slide groove 48. This causes the adjusting rod 46 to stretch the spring 47 upward. When the connecting block 44 moves above the limiting chamber 42, it... Spring 47 pushes the adjusting rod 46 downward and moves the docking block 44 into the inner side of the limiting chamber 42. Then, the limiting screw 410 is screwed into the inside of the limiting chamber 42, and the lower end of the limiting screw 410 contacts the docking block 44. This completes the task of limiting the pipe gallery body 2 below the supporting beam 1. By placing the pipe gallery body 2 below the supporting beam 1 and then pushing the pipe gallery body 2 laterally, the docking block 44 slides along the limiting chamber 42. When the docking block 44 slides to the upper end of the limiting chamber 42, spring 47 pushes it into the limiting chamber 42. Then, the limiting screw 410 is screwed into the docking block 44, so that it contacts the upper end of the docking block 44. This method facilitates the installation of the pipe gallery body 2 below the supporting beam 1 and enables the assembly of the seismic bracing assembly mechanism 4 on the construction site, so that the mechanism can install the pipe gallery body 2 according to the spacing.

[0023] In this embodiment, the upper end of the main body 2 of the pipe gallery is in contact with the lower end of the fixing frame 41 near the support member 43. One end of the main body 2 of the pipe gallery is fixedly connected to the docking side plate 3, and the shape of the supporting beam 1 is I-shaped.

[0024] Specifically, the supporting beam 1 is installed and fixed at the top of the designated building, the main body 2 of the pipe gallery is confined below the supporting beam 1, and then another set of pipe gallery main bodies 2 is taken out, so that the docking side plate 3 at one end of the other set of pipe gallery main bodies 2 comes into contact with the docking side plate 3 at one end of the first set of pipe gallery main bodies 2, thereby docking multiple sets of pipe gallery main bodies 2.

[0025] Working principle:

[0026] During installation, first, the supporting beam 1 is fixed at the top of the designated building, and the fixing bracket 41 is placed below the supporting beam 1. Then, the bolts 413 are screwed into the inside of the supporting beam 1 through the inside of the mounting bracket 412, thus fixing the fixing bracket 41 below the supporting beam 1. At the same time, the pipe gallery body 2 is taken out and placed below the supporting beam 1. The connecting block 44 is aligned with the limiting chamber 42, and the pipe gallery body 2 is pushed laterally so that the rear end of the connecting block 44 contacts the front end of the limiting chamber 42, causing the connecting block 44 to move upward along the limiting chamber 42. The connecting block 44 pushes the adjusting rod 46 upward through the connecting bracket 45, causing the adjusting rod 46 to move upward along the slider 49 inside the support member 43 through the slide groove 48, and causing the adjusting rod 46 to stretch the spring 47 upward. When the connecting block 44 moves above the limiting chamber 42, the spring 47 pushes the adjusting rod 46 downward, and the connecting block... 44 is moved to the inside of the limiting chamber 42, and then the limiting screw 410 is screwed into the inside of the limiting chamber 42, so that the lower end of the limiting screw 410 contacts the docking block 44, thus completing the limitation of the pipe gallery body 2 under the support beam 1. Then another set of pipe gallery bodies 2 is taken out, so that the docking side plate 3 at one end of the other set of pipe gallery bodies 2 contacts the docking side plate 3 at one end of the first set of pipe gallery bodies 2, thereby docking multiple sets of pipe gallery bodies 2. By placing the pipe gallery body 2 under the support beam 1, and then pushing the pipe gallery body 2 laterally, the docking block 44 slides along the limiting chamber 42. When the docking block 44 slides to the upper end of the limiting chamber 42, the spring 47 pushes it into the limiting chamber 42. Then, the limiting screw 410 is screwed into the docking block 44, so that it contacts the upper end of the docking block 44. This method facilitates the installation of the pipe gallery body 2 under the support beam 1, and enables the assembly of the seismic support assembly mechanism 4 on the construction site, so that the mechanism can install the pipe gallery body 2 according to the spacing.

[0027] The foregoing has shown and described the basic principles, main features, and advantages of this utility model. Those skilled in the art should understand that this utility model is not limited to the above embodiments. The embodiments and descriptions in the specification are merely illustrative of the principles of this utility model. Various changes and modifications can be made to this utility model without departing from its spirit and scope, and all such changes and modifications fall within the scope of the claims. The scope of protection of this utility model is defined by the appended claims and their equivalents.

Claims

1. A prefabricated seismic bracing system, comprising a supporting beam (1) and a pipe gallery body (2), characterized in that: The lower end of the supporting beam (1) is provided with an anti-seismic bracing assembly mechanism (4). The anti-seismic bracing assembly mechanism (4) includes a fixed frame (41) placed at the lower end of the supporting beam (1). One end of the fixed frame (41) is fixedly connected to a limiting chamber (42). The upper end of the pipe gallery body (2) is fixedly connected to a support member (43). The inner side of the limiting chamber (42) is movably connected to a docking block (44). The upper end of the docking block (44) is fixedly connected to a connecting frame (45). The upper end of the connecting frame (45) is fixedly connected to an adjusting rod (46). The front end of the adjusting rod (46) is provided with a sliding groove (48). The inner side of the sliding groove (48) is slidably connected to a slider (49). The outer side of the adjusting rod (46) is sleeved with a spring (47). The inner thread of the limiting chamber (42) is connected to a limiting screw (410). The upper end of the adjusting rod (46) is fixedly connected to a limiting plate (411).

2. The prefabricated seismic bracing according to claim 1, characterized in that: The front end of the fixed frame (41) is fixedly connected to the mounting frame (412), and the inner side of the mounting frame (412) is threaded with bolts (413). The front end of the limiting chamber (42) is a slope, and the rear end of the docking block (44) is a slope.

3. The prefabricated seismic bracing according to claim 2, characterized in that: The front end of the limiting chamber (42) matches the rear end of the docking block (44), the connecting frame (45) is L-shaped, and the outer side of the adjusting rod (46) is slidably connected to the inner side of the support member (43) near the lower side of the spring (47).

4. The prefabricated seismic bracing according to claim 2, characterized in that: The lower end of the spring (47) is fixedly connected to the upper end of the support (43), the upper end of the spring (47) is fixedly connected to the lower end of the limiting plate (411) near the outer side of the control rod (46), and the front end of the slider (49) is fixedly connected to the inner wall of the support (43).

5. A prefabricated seismic bracing system according to claim 2, characterized in that: The upper end of the mounting bracket (412) contacts the lower end of the support beam (1), and the bolt (413) extends into the interior of the support beam (1), with the bolt (413) and the support beam (1) being threaded together.

6. The prefabricated seismic bracing according to claim 1, characterized in that: The upper end of the main body (2) of the pipe gallery is in contact with the lower end of the fixed frame (41) on the side close to the support (43). One end of the main body (2) of the pipe gallery is fixedly connected to the docking side plate (3). The shape of the support beam (1) is I-shaped.

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