Wind-resistant and anti-seismic sentry box structure

Abstract

The utility model belongs to the technical field of sentry boxes, and particularly relates to a wind-resistant and anti-seismic sentry box structure which comprises a box body, a protective door, a ceiling and a bottom beam, baffles are fixedly connected to the upper side wall and the lower side wall of the bottom beam respectively, a plurality of reserved holes are formed in the ground of the baffle on the lower side, a reinforcing beam is fixedly connected to the inner side of the bottom beam, and a connecting rod is arranged on the lower side of the bottom beam. An embedded part is arranged at the bottom end of the connecting rod, a fixing assembly is arranged at the top end of the connecting rod, the embedded part comprises a mounting column assembled at the bottom end of the connecting rod, first movable plates are movably connected to the positions, close to the bottom end, of the four side walls of the mounting column, and second movable plates are movably connected to the end faces of the first movable plates. The sentry box can be firmly installed on the ground through the novel installation structure, the wind-resistant and anti-seismic effects are effectively achieved, and the stability of the sentry box in the using process is improved.

Description

Technical Field

[0001] This utility model belongs to the field of guard booth technology, specifically relating to a wind-resistant and earthquake-resistant guard booth structure. Background Technology

[0002] A guard booth is typically a small building or facility set up in roads, construction sites, parks, or other locations for personnel to provide services such as guarding, observation, patrolling, and information consultation. The functions of a guard booth can include monitoring security, guiding traffic, and providing information services. In urban environments, guard booths are also frequently used at public transportation stops and scenic area entrances.

[0003] When designing and using guard booths, factors such as ventilation, earthquake resistance, sun shading, and waterproofing need to be considered. Traditional guard booths are usually placed directly on the ground or cast in concrete. Although this does not affect actual use, the booths may shift, tilt, or even collapse in windy weather or when there is external vibration. Therefore, the traditional installation method cannot firmly fix the booths to the ground, reducing their wind and earthquake resistance. Utility Model Content

[0004] The purpose of this invention is to provide a wind- and earthquake-resistant guard booth structure that can be firmly installed on the ground through a novel installation structure, effectively resisting wind and earthquakes and increasing the stability of the guard booth during use.

[0005] The specific technical solution adopted in this utility model is as follows:

[0006] A wind- and earthquake-resistant guardhouse structure includes a pavilion body, a protective door, a roof, and a bottom beam. The bottom beam has baffles fixedly connected to its upper and lower side walls, and the lower baffle has several reserved holes in the ground. A reinforcing beam is fixedly connected to the inner side of the bottom beam. A connecting rod is provided on the lower side of the bottom beam, with a pre-embedded part at the bottom end of the connecting rod and a fixing component at the top end of the connecting rod.

[0007] The embedded component includes a mounting column assembled at the bottom of the connecting rod. A first movable plate is movably connected to the four side walls of the mounting column near the bottom, and a second movable plate is movably connected to the end face of the first movable plate.

[0008] The bottom end of the connecting rod is provided with a first thread, and the top end face of the mounting column is provided with a threaded hole, and the first thread is threadedly connected to the threaded hole.

[0009] The fixing assembly includes a first traction ring mounted on the top of the connecting rod, a second traction ring fixedly connected to the side wall of the first traction ring, limit holes respectively opened on the side walls of the bottom beam and the reinforcing beam, a support rod is provided in the limit holes located on the same axis, and nuts are threaded to the side walls of the support rod at both ends.

[0010] The first traction ring has a second thread on its side wall, and the connecting rod has a threaded hole on its top end face. The second thread and the threaded hole are matched with each other.

[0011] The included angle between the first traction ring and the second traction ring is 90°.

[0012] The technical effects achieved by this utility model are as follows:

[0013] This utility model discloses a wind- and earthquake-resistant guardhouse structure. Through the cooperation between the pavilion body, bottom beam, connecting rod, embedded parts and fixing components, the embedded parts can be cast into the ground with concrete, and the bottom beam can be firmly locked to the ground by connecting rods and fixing components. This gives the pavilion body good wind and earthquake resistance, increases stability during use, and avoids phenomena such as displacement or tilting. Attached Figure Description

[0014] Figure 1 This is a perspective view of this utility model embodiment;

[0015] Figure 2 This is a bottom view of this utility model embodiment;

[0016] Figure 3 This is a schematic diagram of the bottom beam structure in this practical embodiment;

[0017] Figure 4 This is a bottom view of the bottom beam in this practical embodiment;

[0018] Figure 5 This is a schematic diagram of the embedded part in this utility model embodiment;

[0019] Figure 6 This is a partial structural diagram of the fixing component in this utility model embodiment.

[0020] The attached diagram lists the components represented by each number as follows:

[0021] 1. Pavilion body; 2. Protective door; 3. Roof; 4. Bottom beam; 5. Baffle; 6. Reinforcing beam; 7. Connecting rod; 8. Mounting column; 9. First movable plate; 10. Second movable plate; 11. First traction ring; 12. Second traction ring; 13. Screw hole; 14. Support rod; 15. Nut. Detailed Implementation

[0022] To make the purpose and advantages of this utility model clearer, the following detailed description is provided in conjunction with embodiments. It should be understood that the following text is merely used to describe one or more specific implementations of this utility model and does not strictly limit the scope of protection specifically claimed by this utility model.

[0023] like Figure 1-6As shown, a wind-resistant and earthquake-resistant guardhouse structure includes a pavilion body 1, a protective door 2, a roof 3, and a bottom beam 4. The bottom beam 4 has baffles 5 fixedly connected to its upper and lower side walls, and the lower baffle 5 has several reserved holes in the ground. A reinforcing beam 6 is fixedly connected to the inner side of the bottom beam 4. A connecting rod 7 is provided on the lower side of the bottom beam 4. The bottom end of the connecting rod 7 is provided with an embedded part, and the top end of the connecting rod 7 is provided with a fixing component.

[0024] like Figure 5 As shown, the embedded part includes a mounting column 8 assembled at the bottom of the connecting rod 7. A first movable plate 9 is movably connected to the four side walls of the mounting column 8 near the bottom. A second movable plate 10 is movably connected to the end face of the first movable plate 9. A first thread is opened at the bottom end of the connecting rod 7, and a threaded hole is opened at the top end face of the mounting column 8. The first thread is threadedly connected to the threaded hole.

[0025] Specifically, the first movable plate 9 can be folded toward the mounting column 8. At this time, the second movable plate 10 needs to be in the extended state. When the first movable plate 9 is in the extended horizontal state, the second movable plate 10 can be stored inside the first movable plate 9 as needed.

[0026] like Figure 3 and Figure 6 As shown, the fixing assembly includes a first traction ring 11 mounted on the top of the connecting rod 7. A second traction ring 12 is fixedly connected to the side wall of the first traction ring 11. The included angle between the first traction ring 11 and the second traction ring 12 is 90°. When the support rod 14 is installed, the support rods 14 are in an interlaced state, which can further increase the stability of the pavilion body 1. Limiting holes are opened on the side walls of the bottom beam 4 and the reinforcing beam 6 respectively. Support rods 14 are installed in the limiting holes located on the same axis. Nuts 15 are threadedly connected to the side walls of the support rods 14 at both ends.

[0027] Through the cooperation between the pavilion body 1, the bottom beam 4, the connecting rod 7, the embedded parts and the fixing components, the embedded parts can be cast into the ground with concrete, and the bottom beam 4 can be firmly locked to the ground by the connecting rod 7 and the fixing components, so that the pavilion body 1 has good wind and earthquake resistance, increases the stability during use, and avoids phenomena such as displacement or tilting.

[0028] like Figure 6 As shown, the first traction ring 11 has a second thread on its side wall, and the connecting rod 7 has a screw hole 13 on its top end face. The second thread and the screw hole 13 are matched with each other.

[0029] Specifically, the pitch and length between the second thread and the screw hole 13 need to be calculated. After the first traction ring 11 is screwed in, the first traction ring 11 and the second traction ring 12 correspond to the limiting holes on the bottom beam 4 and the reinforcing beam 6, respectively, so as to facilitate the insertion of the support rod 14.

[0030] Example 2:

[0031] Based on Example 1, this example discloses another way of using the embedded parts:

[0032] like Figure 2 and Figure 4 As shown, the second movable plate 10 has round holes on its side walls. When the pavilion 1 needs to be installed on a concrete or asphalt surface, the second movable plate 10 can be unfolded and the round holes can be marked and drilled. Expansion bolts can be used to fix the embedded parts. Four expansion bolts are needed for a single set, and sixteen expansion bolts are needed for the whole set. This can also enhance the stability and reinforcement of the pavilion 1. In actual use, users can choose different installation methods according to their needs.

[0033] The working principle of this utility model is as follows: First, according to the size and installation position of the bottom beam 4, the embedded parts are placed at a suitable position on the ground, and the second movable plate 10 is unfolded. Then, concrete is poured onto the ground so that the concrete covers the first movable plate 9 to a certain depth. After the concrete solidifies, the connecting rod 7 is screwed into the threaded hole through the first thread. Then, the pavilion body 1 is hoisted so that the connecting rod 7 is inserted into the reserved hole. After adjusting the position, the first traction ring 11 is screwed into the threaded hole 13 through the second thread. Then, the support rod 14 is inserted into the first traction ring 11, the second traction ring 12 and the limiting hole in sequence, and then tightened and fixed by the nut 15, which effectively locks the pavilion body 1 firmly on the ground and increases the wind and earthquake resistance of the pavilion body 1.

[0034] The above description is merely a preferred embodiment of this utility model. It should be noted that those skilled in the art can make various improvements and modifications without departing from the principles of this utility model, and these improvements and modifications should also be considered within the scope of protection of this utility model. Structures, devices, and operating methods not specifically described or explained in this utility model, unless otherwise specified or limited, shall be implemented using conventional methods in the art.

Claims

1. A wind and earthquake resistant kiosk structure, characterized by: Including pavilion body (1), guard door (2), ceiling (3) and bottom beam (4), bottom beam (4) upper and lower side wall is fixedly connected with baffle (5) respectively, the ground is provided with a plurality of reserved holes on the lower side baffle (5), the inside of bottom beam (4) is fixedly connected with reinforcing beam (6), bottom beam (4) lower side is provided with connecting rod (7), the bottom end of connecting rod (7) is provided with embedded part, the top of connecting rod (7) is provided with fixed assembly.

2. The wind and earthquake resistant kiosk structure as claimed in claim 1, wherein: The embedded part includes the mounting column (8) assembled in the bottom end of connecting rod (7), the first movable plate (9) is movably connected to the four side walls of mounting column (8) near the bottom end, and the second movable plate (10) is movably connected to the end face of first movable plate (9).

3. The wind and earthquake resistant kiosk structure of claim 2, wherein: The bottom end of connecting rod (7) is provided with a first thread, and the top end face of mounting column (8) is provided with a threaded hole.

4. The wind and earthquake resistant kiosk structure of claim 1, wherein: The fixed assembly includes the first traction ring (11) assembled in the top end of connecting rod (7), the second traction ring (12) is fixedly connected to the side wall of first traction ring (11), the side wall of bottom beam (4) and reinforcing beam (6) is respectively provided with a limiting hole, the support rod (14) is arranged in the limiting holes located on the same axis, and the side wall of support rod (14) is threadedly connected with nut (15) at both ends.

5. The wind and earthquake resistant kiosk structure of claim 4, wherein: The side wall of first traction ring (11) is provided with a second thread, and the top end face of connecting rod (7) is provided with a threaded hole (13), and the second thread and the threaded hole (13) are matched with each other.

6. The wind and earthquake resistant kiosk structure of claim 4, wherein: The included angle between the first traction ring (11) and the second traction ring (12) is 90°.

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