A simulated earthquake disaster relief training sloping building

Abstract

This utility model provides a simulated earthquake post-disaster rescue training inclined tower, relating to the field of rescue training building technology. It includes: poured concrete, with a movable groove on one side of the top of the poured concrete, a slight vibration device installed inside the movable groove, and the training inclined tower mounted on top of the slight vibration device. A fixed groove is formed on the other side of the top of the poured concrete, and a fall arrestor is installed inside the fixed groove. This utility model uses the slight vibration device, along with two large lifting hydraulic rods on both sides, to slightly shake the connecting plate and the training inclined tower from both sides, simulating the effect of slight aftershocks after an earthquake, thus improving the effectiveness of rescue personnel's training. The fall arrestor, through the damper and spring's rebound force, cushions the rescue personnel from accidental falls during training, preventing injury caused by the large impact force of a fall.

Description

Technical Field

[0001] This utility model relates to the field of rescue training building technology, and in particular to a sloping building for simulated earthquake post-disaster rescue training. Background Technology

[0002] The simulated earthquake post-disaster rescue training inclined building is a training facility specifically designed to simulate building tilting scenarios during an earthquake. It aims to improve rescuers' rescue capabilities and adaptability in complex environments. The simulated earthquake post-disaster rescue training inclined building is a building that, during an earthquake, partially tilts but does not collapse due to crustal movement. Its main purpose is to help rescuers conduct search and rescue training, and improve their search and rescue capabilities and adaptability in complex environments.

[0003] In existing technology, when rescuers conduct rescue training inside the training building, they only set up some obstacles to block the rescuers, but lack training in rescue under aftershock conditions, which greatly reduces the effectiveness of the training. Furthermore, there is a risk of accidental falls during the training process, and the windows of the training building are open and unobstructed, which makes it easy for rescuers to fall out of the training building and cause injury. Utility Model Content

[0004] The purpose of this invention is to solve the problems existing in the prior art.

[0005] To achieve the above objectives, the present invention adopts the following technical solution: a simulated earthquake post-disaster rescue training inclined tower, comprising: pouring concrete, a movable groove is provided on one side of the top of the poured concrete, a slight vibration device is provided inside the movable groove, the training inclined tower is installed on the top of the slight vibration device, and a fixed groove is provided on the other side of the top of the poured concrete, and a fall prevention device is provided inside the fixed groove.

[0006] Furthermore, a first connecting groove is provided at each of the four ends of the bottom of the movable groove cavity, a locking groove is provided in the middle of the movable groove cavity, and multiple balls are equidistantly embedded on the surface of the locking groove. A second connecting groove is provided in the middle of both ends of the fixed groove cavity.

[0007] Furthermore, the slight vibration device includes a connecting plate, an arc-shaped locking block is installed at the center of the bottom of the connecting plate, and U-shaped plates are installed at all four ends of the bottom of the connecting plate. Large lifting hydraulic rods are rotatably connected inside the four U-shaped plates through movable shafts.

[0008] Furthermore, the top center of the connecting plate is installed at the bottom of the training ramp, the surface of the arc-shaped locking block is movably attached to the surface of multiple balls, and one end of each of the four large lifting hydraulic rods is rotatably connected to the inside of the four first connecting slots via a rotating shaft.

[0009] Furthermore, the fall arrestor includes two connecting rods, each with a crossbar mounted at its top. A fall arrestor net is mounted on the top of each crossbar. A fixed rod is installed through a bearing in the middle of one side of each connecting rod. A first movable block is rotatably connected to the bottom of each connecting rod via a movable shaft. A damper is installed in the middle of one end of each of the first movable blocks. A spring is movably fitted onto the surface of each damper. A second movable block is installed at one end of each damper.

[0010] Furthermore, both ends of the two fixing rods are installed at both ends of the inner cavity of the fixing groove, and one end of each of the two springs is installed at one end of the two first movable blocks.

[0011] Furthermore, the other ends of both springs are mounted on one end of the two second movable blocks, and the other ends of the two second movable blocks are rotatably connected to the inside of the two second connecting slots via a rotating shaft.

[0012] Compared with the prior art, the advantages and positive effects of this utility model are as follows:

[0013] 1. This utility model uses a slight vibration device to gently shake the connecting plate and the training inclined tower on both sides via two large lifting hydraulic rods to simulate the effect of slight aftershocks after an earthquake, thus improving the effectiveness of rescue personnel's training.

[0014] 2. This utility model, through the set fall protection device, uses the damper and spring rebound force to buffer the rescue personnel who accidentally fall during training, preventing injury to the rescue personnel due to the large impact force caused by the accidental fall during training. Attached Figure Description

[0015] Figure 1 A top-view three-dimensional structural diagram of a simulated earthquake post-disaster rescue training inclined tower provided by this utility model;

[0016] Figure 2 A side-view three-dimensional structural diagram of a simulated earthquake post-disaster rescue training inclined tower provided by this utility model;

[0017] Figure 3 A side sectional three-dimensional structural schematic diagram of a simulated earthquake post-disaster rescue training inclined tower provided by this utility model;

[0018] Figure 4A frontal sectional three-dimensional structural schematic diagram of a simulated earthquake post-disaster rescue training inclined tower provided by this utility model;

[0019] Figure 5 A three-dimensional structural schematic diagram of a slight vibration device for a simulated earthquake post-disaster rescue training inclined tower provided by this utility model;

[0020] Figure 6 This utility model provides a three-dimensional structural diagram of a fall protection device for a simulated earthquake post-disaster rescue training inclined tower.

[0021] Legend:

[0022] 1. Concrete pouring; 101. Movable groove; 102. Fixed groove; 103. Engaging groove; 104. Ball bearing; 105. First connecting groove; 106. Second connecting groove; 2. Slight vibration device; 201. Connecting plate; 202. Arc-shaped locking block; 203. U-shaped plate; 204. Large lifting hydraulic rod; 3. Training inclined tower; 4. Fall protection device; 401. Connecting rod; 402. Crossbar; 403. Fall protection net; 404. Fixed rod; 405. First movable block; 406. Damper; 407. Spring; 408. Second movable block. Detailed Implementation

[0023] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0024] Please see Figure 1-6 This utility model provides a technical solution: a simulated earthquake post-disaster rescue training inclined tower, comprising: a poured concrete 1, a movable groove 101 is provided on one side of the top of the poured concrete 1, a slight vibration device 2 is provided inside the movable groove 101, a training inclined tower 3 is installed on the top of the slight vibration device 2, and a fixed groove 102 is provided on the other side of the top of the poured concrete 1, and a fall prevention device 4 is provided inside the fixed groove 102.

[0025] Specifically: The slight vibration device 2 is set up, and the two large lifting hydraulic rods 204 on both sides slightly shake the connecting plate 201 and the training inclined tower 3 to simulate the effect of slight aftershocks after an earthquake. Then, the fall protection device 4 is set up, and the damper 406 and the spring 407 rebound force buffer the rescue personnel who accidentally fall during the training.

[0026] In one embodiment, the four ends of the bottom of the inner cavity of the movable groove 101 are provided with first connecting grooves 105, the middle of the inner cavity of the movable groove 101 is provided with a locking groove 103, and a plurality of balls 104 are equidistantly embedded on the surface of the locking groove 103. The middle of both ends of the inner cavity of the fixed groove 102 is provided with second connecting grooves 106.

[0027] Specifically, such as Figure 1-4 As shown: the large lifting hydraulic rod 204 and the second movable block 408 are connected through the first connecting groove 105 and the second connecting groove 106, while the locking groove 103 and the ball 104 limit the rotation of the arc-shaped locking block 202, thus playing the role of connection and limitation.

[0028] In one embodiment, the slight vibration device 2 includes a connecting plate 201, an arc-shaped locking block 202 is installed at the center of the bottom of the connecting plate 201, and U-shaped plates 203 are installed at all four ends of the bottom of the connecting plate 201. The interior of each of the four U-shaped plates 203 is rotatably connected to a large lifting hydraulic rod 204 via a movable shaft.

[0029] Specifically, such as Figure 4 and 5 As shown: The large lifting hydraulic rod 204 slightly shakes the guide channel of the connecting plate 201, which serves to simulate aftershocks.

[0030] In one embodiment, the top center of the connecting plate 201 is installed at the bottom of the training ramp 3, the surface of the arc-shaped locking block 202 is movably attached to the surface of multiple balls 104, and one end of each of the four large lifting hydraulic rods 204 is rotatably connected to the inside of the four first connecting slots 105 via a rotating shaft.

[0031] Specifically, such as Figure 4 and 5 As shown: After training, the inclined tower 3, ball bearing 104 and the first connecting groove 105 fix and limit the connecting plate 201, the arc-shaped locking block 202 and the large lifting hydraulic rod 204, which plays the role of limiting and fixing.

[0032] In one embodiment, the fall arrestor 4 includes two connecting rods 401, each with a crossbar 402 mounted at its top end, a fall arrestor net 403 mounted at the top of each crossbar 402, a fixed rod 404 mounted through a bearing at the middle of one side of each of the two connecting rods 401, a first movable block 405 rotatably connected to the bottom of each of the two connecting rods 401 via a movable shaft, a damper 406 mounted at the middle of one end of each of the two first movable blocks 405, a spring 407 movably sleeved on the surface of each of the two dampers 406, and a second movable block 408 mounted at one end of each of the two dampers 406.

[0033] Specifically, such as Figure 6As shown: The damper 406 and spring 407 buffer the impact force of the rescuer accidentally falling into the fall protection net 403, thus playing a role in buffering and reducing impact damage.

[0034] In one embodiment, both ends of the two fixing rods 404 are installed at both ends of the inner cavity of the fixing groove 102, and one end of each of the two springs 407 is installed at one end of each of the two first movable blocks 405.

[0035] Specifically, such as Figure 6 As shown: the fixing groove 102 and the first movable block 405 fix and connect the fixing rod 404 and the spring 407, which plays a role in connection and fixation.

[0036] In one embodiment, the other ends of the two springs 407 are each mounted on one end of the two second movable blocks 408, and the other ends of the two second movable blocks 408 are rotatably connected to the inside of the two second connecting grooves 106 via a rotating shaft.

[0037] Specifically, such as Figure 6 As shown: the spring 407 and the second movable block 408 are fixed and limited by the second movable block 408 and the second connecting groove 106, which plays the role of limiting connection and fixing.

[0038] Working principle: A pit slightly larger than the concrete 1 is dug in an open ground, and steel bars of the same size are woven in the pit and concrete is poured to form the structure. Meanwhile, the training inclined tower 3 and the connecting plate 201 are poured simultaneously using lighter materials. Four large lifting hydraulic rods 204 are connected to an external hydraulic pump and electrically connected to a controller. Through a preset program, two of the four large lifting hydraulic rods 204 move in opposite directions.

[0039] The hydraulic pump is activated by an external controller to deliver or return the large lifting hydraulic rods 204. The two large lifting hydraulic rods 204 on one side lift and compress the U-shaped plate 203, causing the connecting plate 201 to move along the inside of the arc-shaped block 202 and the locking groove 103, and rotate on the surface of the ball bearing 104. Meanwhile, the two large lifting hydraulic rods 204 on the other side drive the connecting plate 201 to descend. This reciprocating motion simulates the effect of a slight aftershock after an earthquake on the training inclined tower 3, which can improve the effectiveness of rescue training.

[0040] During training, accidental falls may occur. If a rescuer falls from the training building, the fall net 403 will catch them and exert a strong downward impact, causing the crossbar 402 to pull the connecting rod 401 to rotate in the opposite direction to the fixed rod 404. The connecting rod 401 will compress the first movable block 405 and the spring 407 to buffer the impact of the rescuer's fall and reduce the damage caused by the strong impact of the accidental fall.

[0041] The above description is merely a preferred embodiment of the present utility model and is not intended to limit the present utility model in any other way. Any person skilled in the art may make changes or modifications to the above-disclosed technical content to create equivalent embodiments for application in other fields. However, any simple modifications, equivalent changes, and modifications made to the above embodiments based on the technical essence of the present utility model without departing from the technical solution of the present utility model shall still fall within the protection scope of the technical solution of the present utility model.

Claims

1. A simulation earthquake post-disaster rescue training inclined building, characterized in that, include: A concrete pouring process (1) is performed. A movable groove (101) is provided on one side of the top of the concrete pouring process (1). A slight vibration device (2) is installed inside the movable groove (101). A training inclined tower (3) is installed on the top of the slight vibration device (2). A fixed groove (102) is provided on the other side of the top of the concrete pouring process (1). A fall protection device (4) is installed inside the fixed groove (102).

2. The inclined building for training rescue after earthquake according to claim 1, wherein: The four ends of the bottom of the movable groove (101) are provided with first connecting grooves (105), the middle of the inner cavity of the movable groove (101) is provided with a locking groove (103), and a plurality of balls (104) are equidistantly embedded on the surface of the locking groove (103). The middle of both ends of the inner cavity of the fixed groove (102) is provided with second connecting grooves (106).

3. The inclined tower for simulated earthquake disaster relief training according to claim 1, characterized in that: The slight vibration device (2) includes a connecting plate (201), an arc-shaped locking block (202) is installed at the center of the bottom of the connecting plate (201), and U-shaped plates (203) are installed at the four ends of the bottom of the connecting plate (201). The interior of each of the four U-shaped plates (203) is rotatably connected to a large lifting hydraulic rod (204) via a movable shaft.

4. The inclined tower for simulated earthquake disaster relief training according to claim 3, characterized in that: The top center of the connecting plate (201) is installed at the bottom of the training ramp (3), the surface of the arc-shaped card block (202) is movably attached to the surface of multiple balls (104), and one end of each of the four large lifting hydraulic rods (204) is rotatably connected to the inside of the four first connecting slots (105) through a rotating shaft.

5. The inclined tower for simulated earthquake disaster relief training according to claim 1, characterized in that: The fall arrestor (4) includes two connecting rods (401), each with a crossbar (402) installed at its top end, a fall arrestor net (403) installed at the top of each crossbar (402), a fixed rod (404) installed through a bearing in the middle of one side of each of the two connecting rods (401), a first movable block (405) rotatably connected to the bottom of each of the two connecting rods (401) via a movable shaft, a damper (406) installed in the middle of one end of each of the two first movable blocks (405), a spring (407) movably sleeved on the surface of each of the two dampers (406), and a second movable block (408) installed at one end of each of the two dampers (406).

6. The inclined tower for simulated earthquake disaster relief training according to claim 5, characterized in that: Both ends of the two fixing rods (404) are installed at both ends of the inner cavity of the fixing groove (102), and one end of each of the two springs (407) is installed at one end of each of the two first movable blocks (405).

7. The inclined tower for simulated earthquake disaster relief training according to claim 5, characterized in that: The other ends of the two springs (407) are each mounted on one end of the two second movable blocks (408), and the other ends of the two second movable blocks (408) are rotatably connected to the inside of the two second connecting slots (106) via a rotating shaft.

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