A rescue training inclined tower

Abstract

The utility model discloses an adjustable angle inclined building, related to rescue training equipment field. Including setting on the building body of pedestal, first connecting assembly and second connecting assembly, the building body contains the building body frame of rectangular frame and a plurality of building floor connected with it, first connecting assembly is located in the bottom one side of building body frame, realizes the movable connection of building body frame and pedestal, second connecting assembly is located between building body frame and pedestal, contains at least one telescopic second connecting piece, and its fixed part is connected with pedestal, and movable part is connected with building body frame. The utility model through telescopic second connecting assembly flexible regulation building body inclination angle, can simulate several degrees to dozens of degrees various inclination state, simulates the different inclination degree of building in earthquake, makes the rescue personnel experience the building internal environment of different angle in the same facility, practices relevant operation skill, solves the single of existing fixed angle inclined building training scene, and the effect is limited, promotes the actual combat ability of rescue personnel to complex disaster scene.

Description

Technical Field

[0001] This utility model relates to the field of rescue training equipment, specifically a sloping tower for rescue training. Background Technology

[0002] In the field of natural disaster emergency rescue, earthquake rescue training is a key link in improving the combat capabilities of rescue teams, and training facilities that simulate real post-disaster environments are the core foundation for ensuring the effectiveness of training. Among them, tilted building structures, as specialized training devices that simulate the tilting and collapse of buildings after an earthquake, can provide rescuers with a near-realistic environment, helping them become familiar with the skills of searching, demolishing, and transferring the wounded in tilted and unstable structures, thus reducing the risks in actual rescue operations. This training device is usually simply referred to as a "tilted building".

[0003] Currently, most inclined buildings used for disaster relief training are designed with a fixed angle, meaning the building's tilt angle is fixed after manufacturing. These inclined buildings typically use methods such as steel frame welding or concrete pouring to achieve structural fixation. The buildings are multi-story and include simulated components such as staircases to replicate the basic layout of a real building. However, in actual earthquake disasters, the tilt angle of a building is significantly affected by various factors such as earthquake intensity, geological conditions, and building structure type, exhibiting considerable diversity. The tilt angle can range from a few degrees to tens of degrees, and the internal stress state, structural stability, and rescue operation difficulties differ significantly under different angles.

[0004] A sloping building at a fixed angle has the following limitations:

[0005] Limited training scenarios: Due to the fixed angle, it is impossible to simulate the tilting state of buildings under different earthquake intensities, which means that rescuers can only train in a single angle environment, making it difficult to fully master rescue techniques under different tilting degrees, thus limiting the training effect.

[0006] Insufficient adaptability: As the rescue training system continues to improve, diverse simulation scenarios are needed to match different levels and types of rescue missions. Fixed-angle inclined buildings cannot meet the training needs of multiple scenarios, reducing the utilization rate of training facilities.

[0007] Low realism: The tilting state of buildings after a real earthquake is random and complex. The fixed-angle simulation environment deviates from the actual disaster scenario, which may lead to a disconnect between training results and actual needs, affecting the emergency response capabilities of rescue personnel. As the number of training sessions increases, it only leads to adaptation to a single environment, which may have a negative impact on actual rescue efforts. Utility Model Content

[0008] To address one of the shortcomings of existing technologies, this utility model provides a sloping tower for rescue training, solving the problem of the limited training effectiveness of current sloping towers for rescue.

[0009] To achieve the above objectives, this utility model provides the following technical solution: a sloping tower for rescue training, comprising:

[0010] The building is set on a foundation platform. The building consists of a building frame and floor slabs. The building frame is a rectangular frame, and the floor slabs consist of several floor slabs connected to the building frame.

[0011] A first connecting component is disposed on one side of the bottom of the building frame, and the building frame is movably connected to the base through the first connecting component;

[0012] A second connecting component is disposed between the building frame and the base; the second connecting component includes:

[0013] At least one second connector is provided. The second connector is a retractable structure. The fixed part of the second connector is connected to the base, and the movable part is connected to the building frame.

[0014] Preferably, the first connection component includes:

[0015] The first connector is a hinged connector, and several first connectors are provided. One side of the building frame is hinged to the base through the first connector.

[0016] Preferably, the second connector is a telescopic rod, and the second connector includes a sleeved outer rod and an inner rod;

[0017] The bottom of the second connector is rotatably connected to the base, and the top is rotatably connected to the building frame.

[0018] Preferably, the second connector is located on the side of the building frame away from the first connector, and the second connector is distributed at two corners of the building frame.

[0019] Preferably, the building body comprises several floors; the building body also includes:

[0020] A staircase assembly, installed inside the building, includes staircases corresponding to the number of floors within the building.

[0021] Preferably, the floor slab assembly includes:

[0022] The side panels connect to the building frame in the horizontal direction to form the side wall structure of the building.

[0023] The base plate is located inside the building and serves as the base plate for the internal layers of the building.

[0024] Preferably, the building has at least three floors inside;

[0025] The base plate has two layers; the second and third layers are located inside the building.

[0026] Preferably, a floor passage and at least one through-hole are provided on the base plate, the floor passage corresponds to the staircase, and a baffle is provided at the through-hole.

[0027] Preferably, the side panel includes a first-floor side panel, a second-floor side panel, and a third-floor side panel corresponding to the three floors of the building; satisfying the following conditions:

[0028]

[0029] Where h1 is the height of the first floor inside the building, h2 is the height of the second floor, and h3 is the height of the third floor; l1 is the height of the first floor side panel, l2 is the height of the second floor side panel, and l3 is the height of the third floor side panel.

[0030] A window connection part is provided on the second-layer side panel.

[0031] Preferably, the building frame has several longitudinal and transverse members on the outer side of the second-floor and third-floor side panels;

[0032] The building frame is provided with an extension frame on the upper side of the third-floor side plate near the first connecting component.

[0033] Compared with existing technologies, it has the following beneficial effects:

[0034] This solution, through the inclusion of a retractable second connecting component, allows for flexible adjustment of the building's tilt angle, simulating various tilt states from a few degrees to tens of degrees, thus representing different degrees of tilt that buildings may exhibit during actual earthquakes. This enables rescue personnel to experience the interior environment of buildings from different angles within the same training facility, allowing them to specifically practice the differences in search, demolition, and casualty evacuation techniques at different angles. This effectively solves the problems of limited training scenarios and effectiveness associated with existing fixed-angle inclined building training, thereby comprehensively improving rescue personnel's practical capabilities in handling complex disaster scenarios.

[0035] Because the building's tilt angle is adjustable, this solution can meet the training needs of different levels and types of rescue missions. For example, a smaller tilt angle can be used for rescue training during minor earthquakes, while a larger tilt angle can be used for rescue training during severe collapses, eliminating the need to construct multiple tilted buildings with fixed angles for different training scenarios. This not only reduces the construction cost of training facilities but also significantly improves equipment utilization, enabling it to adapt to the diverse simulation scenarios required for the continuous improvement of the rescue training system and providing hardware support for flexible adjustments to training plans. Attached Figure Description

[0036] Figure 1 This is a schematic diagram of the overall structure of an embodiment of this application;

[0037] Figure 2 This is an embodiment of the present application;

[0038] Figure 3 for Figure 2 A magnified view of part A;

[0039] Figure 4 for Figure 2 AA cross-section view.

[0040] In the picture:

[0041] 100. Abutment;

[0042] 1. Building structure; 11. Building frame; 111. Extension frame; 12. Floor slab assembly; 121. Side panel; 1211. First floor side panel; 1212. Second floor side panel; 1213. Third floor side panel; 122. Base plate; 123. Baffle; 13. Staircase assembly;

[0043] 2. First connecting component; 21. First connector;

[0044] 3. Second connecting component; 31. Second connecting piece. Detailed Implementation

[0045] The technical solutions of the embodiments of this utility model will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this utility model, and not all embodiments. Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort are within the protection scope of this utility model.

[0046] Please see Figures 1-4 This application provides the following technical solutions:

[0047] A sloping tower for rescue training includes a tower body 1, which is mounted on a base 100. The base 100 has few requirements, only needing a flat surface and sufficient strength, such as a cement-paved surface. The tower body 1 is connected to the base 100 on both sides via a first connecting component 2 and a second connecting component 3, respectively. The tower body 1 includes a tower frame 11 and floor slab assemblies 12. The tower frame 11 is a rectangular frame, and the floor slab assembly 12 includes several floor slabs connected to the tower frame 11. These floor slabs include side panels on the sides of the tower body 1 and a bottom plate located inside the tower body 1, perpendicular to the side panels. The first connecting component 2 is located on one side of the bottom of the tower frame 11, and the tower frame 11 is movably connected to the base 100 via the first connecting component 2. The second connecting component 3 is located between the tower frame 11 and the base 100. The second connecting component 3 includes several second connecting pieces 31, which are telescopic structures. The fixed part of the second connecting piece 31 is connected to the base 100, and the movable part is connected to the tower frame 11.

[0048] The first connecting component 2 in this scheme can take various forms, such as a conventional hinge, with several hinged first connecting members 21 arranged between the bottom frame of the building frame 11 and the base 100. The second connecting members 31 can be located on either side of the middle of the building 1, or on either side of the ends of the building 1 furthest from the first connecting members 21. When the second connecting member 31 extends, one side of the building 1 tilts upwards, forming an inclined state. By adjusting the length of the second connecting member 31 as needed, different tilt angles of the building 1 can be obtained, thereby increasing the richness of training and improving training effectiveness. Figure 1 and Figure 2 The building is shown in its horizontal position. Figure 3 and Figure 4 The building is shown tilted.

[0049] Based on the above implementation scheme, the first connecting component 2 includes three first connecting parts 21. Each first connecting part 21 includes two first inserts respectively disposed on one side of the bottom of the building frame 11, with a gap between the two first inserts. A second insert is correspondingly disposed on the base 100, and the second insert can be inserted between the two first inserts. Both the first and second inserts have through holes, through which a rotating shaft passes. In this way, a hinged connection is achieved between the building 1 and the base 100.

[0050] Based on the above implementation scheme, the second connecting member 31 is a telescopic rod, comprising an outer rod and an inner rod that are sleeved together. In this scheme, a hydraulic cylinder is used for the second connecting member 31 because hydraulic cylinders offer better stability and strength. The bottom end of the second connecting member 31 is rotatably connected to the base 100, and the top end is rotatably connected to the side of the building frame 11. The second connecting member 31 can be positioned in various locations; in this scheme, the second connecting member 31 is positioned on the side of the building frame 11 away from the first connecting component 2, and the second connecting member 31 is distributed at two corners of the building frame 11.

[0051] The corner is chosen because applying force at that location is more effective. Also, since the inclined building itself does not need an excessively large tilt angle, in reality, when the building tilts too much, it will not be able to maintain its own state and will collapse directly. Therefore, in actual rescue environments, the building tilt will not be too large. Setting the second connector 31 at the corner of the building is sufficient to meet the training needs of actual combat.

[0052] Based on the above implementation plan, considering that most buildings are now multi-story buildings, the interior of building 1 in this plan is divided into three floors; stair components 13 are set up for the corresponding floors inside building 1. Since it is a three-story building structure, the stair components 13 in this plan include two staircases.

[0053] Based on the above implementation scheme, the floor slab assembly 12 includes a side plate 121 and a bottom plate 122. The side plate 121 is connected to the building frame 11 in the horizontal direction to form the side wall structure of the building 1. The bottom plate 122 is set inside the building 1 and serves as the bottom plate for the internal layering of the building 1.

[0054] Corresponding to the three-story structure inside building 1, this design has two layers of base plate 122; base plate 122 is located on the second and third floors inside building 1, while the first floor does not have a base plate and adopts a structure with an open bottom. To increase the difficulty of training, the first floor abandons the base plate structure, and rescuers need to take into account the lack of footholds on the first floor when climbing upwards.

[0055] Given that the first floor has no base slab, there are two staircases: one from the first floor to the second floor, and the other from the second floor to the third floor. The bottom of the first-floor staircase is fixedly connected to the inner side of the building frame 11, thus ensuring the stability of the first-floor staircase even without a base slab.

[0056] Based on the above implementation plan, a handrail is installed on the side of the first-floor staircase facing outwards from the building 1, while the side facing inwards is left unused, meaning no handrail or guardrail structure is installed. Handrails or guardrail structures are installed on both sides of the second-floor staircase.

[0057] Similarly, considering the richness of the training, in reality, after the building tilts, the stair railings may become unusable or unsafe. Therefore, the railings on the inside of the first-floor staircase facing the building 1 were removed to increase the difficulty of the training. However, for the sake of training safety, the railing structure on both sides of the second-floor staircase was retained.

[0058] Based on the above implementation scheme, a floor passage and at least one through-hole are provided on the base plate 122. The floor passage corresponds to the staircase, and a baffle 123 is provided at the through-hole. The floor passage corresponds to the upper and lower positions of the staircase. A rectangular through-hole is provided on the base plate, and a movable baffle 13 is provided at the through-hole to train rescuers to climb and move between floors without using the staircase. The baffle 13 and the through-hole can be connected by sliding or hinged connections.

[0059] Based on the above implementation scheme, the through-hole of the third-floor base plate is located on the side of the floor passageway away from the first connecting component 2; the through-hole of the second-floor base plate is located on the middle side of the floor passageway. The two through-holes do not overlap vertically. This arrangement also aims to increase the richness of training.

[0060] Based on the above implementation scheme, the side panel 121 includes a first-floor side panel 1211, a second-floor side panel 1212, and a third-floor side panel 1213 corresponding to the three floors of the building 1, respectively; satisfying,

[0061]

[0062] Where h1 is the height of the first floor inside building 1, h2 is the height of the second floor, and h3 is the height of the third floor; l1 is the height of the first floor side panel 1211, l2 is the height of the second floor side panel 1212, and l3 is the height of the third floor side panel 1213.

[0063] A window connection part is provided on the second-layer side panel 1212.

[0064] Because different damage scenarios to Building 1 need to be considered, the height of the exterior wall structure of Floor 1, i.e., the first-floor side panel 1211, is set to half the floor height. This simulates a scenario where the side wall is significantly damaged. The second-floor side panel 1211 more closely approximates the scenario where the side wall of Building 1 is undamaged. The second-floor side panel 1211 encloses the side of Floor 2, with a reserved window connection area. Different types of windows can be installed at this connection area for training purposes, such as window breaking and entry / exit through windows. To improve training safety, the scenario with a larger exposed area is set on the first floor. The third-floor side panel 1213 has the same length as the first-floor side panel 1211, facilitating observation and guidance from outside personnel.

[0065] Based on the above implementation scheme, and considering the safety of training in this inclined building, the building frame 11 is provided with several longitudinal and transverse bars on the outer sides of the second-floor side panels 1212 and the third-floor side panels 1213; an extension frame 111 is provided on the upper side of the third-floor side panel 1213 near the first connecting component 2. This structure increases the load-bearing capacity of the second-floor side panels 1212 and the third-floor side panels 1213 when squeezed or leaned against by trainees, preventing damage that could lead to falls and injuries.

[0066] Based on the above implementation plan, hooks are installed on the underside of the base plate for suspending safety ropes used for training.

[0067] Based on the above implementation scheme, unlike the previous scheme, the first connector 21 is provided in one location and is a ball joint connection structure. One corner of the building 1 is connected to the base 100 by the first connector 21 and ball joint.

[0068] The second connector 31 is installed at each of the remaining three corners of the building 1. The two ends of the second connector 31 are respectively ball-jointed to the outer side of the building 1 and the upper surface of the base 100.

[0069] This structural design allows for a more varied range of tilt patterns on building 1, thereby enhancing training effectiveness.

[0070] In the description of this application and its embodiments, it should be understood that the terms "top", "bottom", "height", etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, and are only for the convenience of describing this application and simplifying the description, and 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 application.

[0071] In this application and its embodiments, unless otherwise expressly specified and limited, the terms "set," "install," "connect," "link," "fix," etc., should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral part; they can refer to a mechanical connection, an electrical connection, or a communication connection; they can refer to a direct connection or an indirect connection through an intermediate medium; they can refer to the internal communication of two components or the interaction between two components. Those skilled in the art can understand the specific meaning of the above terms in this application according to the specific circumstances.

[0072] In this application and its embodiments, unless otherwise expressly specified and limited, "above" or "below" the second feature can include direct contact between the first and second features, or contact between the first and second features through another feature between them. Furthermore, "above," "over," and "on top" of the second feature includes the first feature being directly above or diagonally above the second feature, or simply indicates that the first feature is at a higher horizontal level than the second feature. "Below," "below," and "under" the second feature includes the first feature being directly above or diagonally above the second feature, or simply indicates that the first feature is at a lower horizontal level than the second feature.

[0073] The foregoing disclosure provides many different embodiments or examples for implementing different structures of this application. To simplify the disclosure, specific examples of components and arrangements are described above. Of course, these are merely examples and are not intended to limit the scope of this application. Furthermore, reference numerals and / or letters may be repeated in different examples; such repetition is for simplification and clarity and does not in itself indicate a relationship between the various embodiments and / or arrangements discussed. In addition, examples of various specific processes and materials are provided in this application, but those skilled in the art will recognize the application of other processes and / or the use of other materials.

[0074] Although preferred embodiments of this application have been described, those skilled in the art, upon learning the basic inventive concept, can make other changes and modifications to these embodiments. Therefore, the appended claims are intended to be interpreted as including the preferred embodiments as well as all changes and modifications falling within the scope of this application.

[0075] Obviously, those skilled in the art can make various modifications and variations to this application without departing from the spirit and scope of this application. Therefore, if such modifications and variations fall within the scope of the claims of this application and their equivalents, this application also intends to include such modifications and variations.

Claims

1. A sloping tower for rescue training, characterized in that, include: The building is set on a foundation platform. The building consists of a building frame and floor slabs. The building frame is a rectangular frame, and the floor slabs consist of several floor slabs connected to the building frame. A first connecting component is disposed on one side of the bottom of the building frame, and the building frame is movably connected to the base through the first connecting component; A second connecting component is disposed between the building frame and the base; the second connecting component includes: At least one second connector is provided. The second connector is a retractable structure. The fixed part of the second connector is connected to the base, and the movable part is connected to the building frame.

2. The inclined tower for rescue training as described in claim 1, characterized in that, The first connection component includes: The first connector is a hinged connector, and several first connectors are provided. One side of the building frame is hinged to the base through the first connector.

3. The inclined tower for rescue training as described in claim 1, characterized in that, The second connector is a telescopic rod, which includes an outer rod and an inner rod that are sleeved together. The bottom of the second connector is rotatably connected to the base, and the top is rotatably connected to the building frame.

4. The inclined tower for rescue training as described in claim 3, characterized in that, The second connector is located on the side of the building frame away from the first connector, and the second connector is distributed at two corners of the building frame.

5. The inclined tower for rescue training as described in claim 4, characterized in that, The building body consists of several floors; the building also includes: A staircase assembly, installed inside the building, includes staircases corresponding to the number of floors within the building.

6. The inclined tower for rescue training as described in claim 5, characterized in that, The floor slab assembly includes: The side panels connect to the building frame in the horizontal direction to form the side wall structure of the building. The base plate is located inside the building and serves as the base plate for the internal layers of the building.

7. The inclined tower for rescue training as described in claim 6, characterized in that, The building is divided into at least three floors. The base plate has two layers; the second and third layers are located inside the building.

8. The inclined tower for rescue training as described in claim 7, characterized in that, Floor passageways and at least one through-hole are provided on the base plate. The floor passageways correspond to the staircases, and baffles are provided at the through-holes.

9. The inclined tower for rescue training as described in claim 8, characterized in that, The side panels include first-floor side panels, second-floor side panels, and third-floor side panels corresponding to the three floors of the building, respectively; satisfying the following conditions: Where h1 is the height of the first floor inside the building, h2 is the height of the second floor, and h3 is the height of the third floor; l1 is the height of the first floor side panel, l2 is the height of the second floor side panel, and l3 is the height of the third floor side panel. A window connection part is provided on the second-layer side panel.

10. The inclined tower for rescue training as described in claim 9, characterized in that, The building frame has several longitudinal and transverse members on the outside of the second-floor and third-floor side panels; The building frame is provided with an extension frame on the upper side of the third-floor side plate near the first connecting component.

Images