Road landslide line interruption emergency rescue device
By designing the road landslide line interruption rescue device, and using the clamping structure of the track plate and the placement plate, the fast passage problem when landslide is blocked is solved, the emergency rescue efficiency is improved and the operational risk is reduced.
Patent Information
- Application Number
- CN202422506545.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-10-16
- Publication Date
- 2025-08-29
- Estimated Expiration
- 2034-10-16
AI Technical Summary
When dealing with blockage caused by road landslides, the excavation method takes a long time and there is a risk of landslides again, which has high operational risk, affecting the efficiency of emergency rescue.
A highway landslide line interruption rescue device is designed, including track plates, placement plates and positioning parts. It is inserted into the landslide soil mound through positioning parts. The placement plates are attached to the soil mound surface. The track plates are connected to the placement plates and are fixedly connected to the road surface to achieve fast passage opening.
It realizes rapid road opening, improves emergency rescue efficiency, reduces the risk of the operation process, and ensures the stability and fixity of the device on the landslide mound.
Smart Images
Figure CN223281142U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of engineering rescue, in particular to a highway landslide line interruption rescue device. Background Art
[0002] Emergency rescue refers to the rapid rescue in the event of a dangerous situation in order to avoid or reduce losses. When a landslide occurs, the soil that slides down will accumulate on the road surface, causing traffic jams and affecting the travel time and efficiency of emergency rescue. The current method of dealing with the soil accumulated on the road surface is often excavation, which is time-consuming and inefficient. In addition, during the excavation process, there is a risk of another landslide at any time, resulting in the ineffectiveness of the excavation. The entire operation process is very dangerous. Utility Model Content
[0003] The purpose of the utility model is to provide a road landslide line interruption rescue device, which can realize the rapid opening of the channel, improve the rescue efficiency, and reduce the danger of the operation process.
[0004] To achieve the above objectives, the present invention provides the following technical solutions:
[0005] The utility model provides a road landslide line interruption rescue device, comprising a track shoe, a placement plate and a positioning piece;
[0006] The positioning member is connected to the placement plate, the positioning member is used to be inserted into the landslide soil pile, and the placement plate is used to fit the surface of the landslide soil pile;
[0007] The track shoe is used to be laid on the surface of the landslide pile, and the side of the track shoe facing the landslide pile is clamped with the placement plate. The track shoe extends from the landslide pile to the end of the road surface and is fixedly connected to the road surface.
[0008] Furthermore, the track shoe comprises a plurality of plate bodies that are rotatably connected in sequence, and the rotation axis between two adjacent plate bodies is configured to be perpendicular to the direction of travel of the road;
[0009] The surface of each plate body facing the landslide soil pile is provided with a first clamping structure for clamping with the placement plate;
[0010] The two plates at the end portions are provided with connecting blocks, and the connecting blocks are provided with through holes for connecting members to pass through so that the connecting members are fixedly connected to the road surface.
[0011] Furthermore, the first engaging structure includes a plurality of first engaging teeth arranged parallel to each other, and the extending direction of the first engaging teeth is configured to be perpendicular to the advancing direction of the road;
[0012] A second clamping structure for clamping with the first clamping structure is provided on the side of the placement plate facing the track shoe. The second clamping structure includes a plurality of second clamping teeth arranged parallel to each other, and the extension direction of the second clamping teeth is configured to be perpendicular to the direction of road advancement.
[0013] Furthermore, a plurality of the first engaging teeth are evenly spaced apart on the plate body along the direction of the road, and a plurality of the second engaging teeth are evenly spaced apart on the placement plate along the direction of the road.
[0014] Furthermore, the cross-sections of the first engaging tooth and the second engaging tooth are both triangular.
[0015] Furthermore, the positioning member is rod-shaped;
[0016] The placement plate is in the shape of a long plate, and the length direction of the placement plate is perpendicular to the forward direction of the road.
[0017] Furthermore, in each of the placement plates:
[0018] A plurality of positioning members are evenly and spacedly connected along the length direction of the placement plate.
[0019] Furthermore, the placement plates are configured in plurality, and the plurality of placement plates are arranged at intervals along the surface of the landslide pile and along the direction of the road.
[0020] Furthermore, among the placement plates, the lengths of the positioning members connected to at least two of the placement plates are different.
[0021] Furthermore, each of the placement plates is clamped to at least one of the track plates.
[0022] The highway landslide line interruption rescue device provided by the utility model can produce the following beneficial effects:
[0023] When performing a road opening operation on the road surface, the positioning piece can be first inserted into the landslide pile until the placement plate fits the surface of the landslide pile, and then the track shoe is laid so that the track shoe and the placement plate are snapped into place. Finally, the track shoe is extended from the landslide pile to the end of the road surface and fixedly connected to the road surface to achieve the effect of quickly opening the channel.
[0024] Compared with the prior art, in the highway landslide line interruption rescue device provided by the utility model, the setting of the positioning part can ensure the stability of the placement plate relative to the landslide pile, and the clamping connection between the placement plate and the track plate can limit the position of the track plate relative to the landslide pile, thereby ensuring that the track plate is stably laid on the landslide pile. The operation is convenient, the channel can be quickly opened, the rescue efficiency is improved, and the danger of the operation process is reduced. BRIEF DESCRIPTION OF THE DRAWINGS
[0025] In order to more clearly illustrate the specific implementation methods of the utility model or the technical solutions in the prior art, the drawings required for use in the specific implementation methods or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are some implementation methods of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying any creative work.
[0026] Figure 1 A front view of a highway landslide line interruption rescue device provided by an embodiment of the utility model;
[0027] Figure 2 An exploded diagram of a highway landslide line interruption rescue device provided by an embodiment of the utility model;
[0028] Figure 3 A schematic diagram of the three-dimensional structure of the track shoe, placement plate and positioning member provided in an embodiment of the present utility model when they are in coordination;
[0029] Figure 4 A schematic diagram of a partial three-dimensional structure of the track shoe, placement plate and positioning member provided by an embodiment of the present utility model when they are relatively arranged;
[0030] Figure 5 The present invention provides a three-dimensional structural diagram of a highway landslide line interruption rescue device provided in an embodiment of the present invention.
[0031] Icons: 1-track shoe; 11-plate body; 12-connecting block; 121-through hole; 13-first engaging tooth; 14-rotating block; 2-placement plate; 21-second engaging tooth; 3-positioning piece; 4-landslide pile; 5-road surface. DETAILED DESCRIPTION
[0032] The following is a clear and complete description of the technical solution of the present invention in conjunction with the accompanying drawings. Obviously, the embodiments described are only some of the embodiments of the present invention, not all of them. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making any creative efforts are within the scope of protection of the present invention.
[0033] In the description of this utility model, it should be noted that the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," and "outer," etc., indicating positions or relationships, are based on the positions or relationships shown in the accompanying drawings and are intended solely to facilitate the description of this utility model and simplify the description. They do not indicate or imply that the devices or components referred to must have a specific orientation, be constructed, or operate in a specific orientation. Therefore, they should not be construed as limitations on this utility model. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and should not be construed as indicating or implying relative importance.
[0034] In the description of this utility model, it should be noted that, unless otherwise expressly specified or limited, the terms "installed," "connected," and "connected" should be understood in a broad sense. For example, they can refer to fixed connections, detachable connections, or integral connections; mechanical connections, electrical connections; direct connections, indirect connections through an intermediate medium, and internal communication between two components. Those skilled in the art will understand the specific meanings of the above terms in this utility model based on specific circumstances.
[0035] The following is a detailed description of the specific embodiments of the present invention in conjunction with the accompanying drawings. It should be understood that the specific embodiments described herein are only used to illustrate and explain the present invention and are not intended to limit the present invention.
[0036] Figure 1 A front view of a highway landslide line interruption rescue device provided by an embodiment of the utility model; Figure 2 An exploded diagram of a highway landslide line interruption rescue device provided by an embodiment of the utility model; Figure 3 A schematic diagram of the three-dimensional structure of the track shoe, placement plate and positioning member provided in an embodiment of the present utility model when they are in coordination; Figure 4 A schematic diagram of a partial three-dimensional structure of the track shoe, placement plate and positioning member provided by an embodiment of the present utility model when they are relatively arranged; Figure 5 The present invention provides a three-dimensional structural diagram of a highway landslide line interruption rescue device provided in an embodiment of the present invention.
[0037] This embodiment provides a road landslide line interruption rescue device, such as Figure 1 and Figure 2 As shown, it includes a track shoe 1, a placement plate 2 and a positioning member 3;
[0038] The positioning member 3 is connected to the placement plate 2. The positioning member 3 is used to be inserted into the landslide pile 4. The placement plate 2 is used to fit the surface of the landslide pile 4.
[0039] The track shoe 1 is used to be laid on the surface of the landslide pile 4. The side of the track shoe 1 facing the landslide pile 4 is clamped with the placement plate 2. The track shoe 1 extends from the landslide pile 4 to the end of the road surface 5 for fixed connection with the road surface 5.
[0040] The following combination Figure 1 The use of the highway landslide line interruption rescue device is described in detail:
[0041] When the road surface 5 is opened up, the positioning piece 3 is first inserted into the landslide pile 4 until the placement plate 2 fits the surface of the landslide pile 4. After the placement plate 2 and the positioning piece 3 are connected, the placement stability of the placement plate 2 on the landslide pile 4 is improved under the insertion of the positioning piece 3 and the landslide pile 4. Then, the track shoe 1 is laid, and the track shoe 1 and the placement plate 2 are clamped together, thereby improving the stability of the contact between the track shoe 1 and the placement plate 2. Finally, the track shoe 1 is extended from the landslide pile 4 to the end of the road surface 5 and fixedly connected to the road surface 5, completing the laying support of the track shoe 1 on the road surface 5, improving the stability of the track shoe 1 in use, and achieving the effect of quickly opening up the channel.
[0042] The highway landslide line interruption rescue device provided in this embodiment is easy to operate, can realize the rapid opening of the channel, improve the rescue efficiency, and reduce the danger of the operation process.
[0043] In an optional embodiment, if Figure 3 As shown, the track shoe 1 includes a plurality of plate bodies 11 that are rotatably connected in sequence, and the rotation axis between two adjacent plate bodies 11 is configured to be perpendicular to the direction of travel of the road.
[0044] In the above embodiment, since the track shoe 1 includes a plurality of plate bodies 11 that are rotatably connected in sequence, when the track shoe 1 is laid, two adjacent plate bodies 11 can rotate relative to each other. Since the rotation axis between the two adjacent plate bodies 11 is perpendicular to the direction of travel of the road, the track shoe 1 can change its laying shape according to the shape of the landslide pile 4, thereby adapting to landslide piles 4 of different sizes.
[0045] On the basis of the above embodiment, the surface of each plate body 11 facing the landslide soil pile 4 is provided with a first clamping structure for clamping with the placement plate 2 .
[0046] The above arrangement allows any plate body 11 to be snap-fitted with the placement plate 2 , which places less restriction on the placement position of the placement plate 2 and facilitates user operation.
[0047] On the basis of the above implementation mode, Figure 3 As shown, the two plates 11 at the end portions are provided with connecting blocks 12 , and the connecting blocks 12 are provided with through holes 121 .
[0048] When in use, the connecting piece can be passed through the through hole 121, and then the connecting piece can be inserted into the road surface 5 to fix the two end plate bodies 11 to the road surface 5, thereby locking the position of the track shoe 1 relative to the road surface 5, thereby improving the connection and support effect of the track shoe 1 on the road surface 5 and the stability of the track shoe 1 when laid on the road surface 5.
[0049] The connecting parts may be, but are not limited to, bolts, screws, pins, etc.
[0050] In a preferred embodiment, the connecting member may be a bolt, which passes through the through hole 121 and is then inserted into the road surface 5 to achieve an abutting connection between the end plate 11 and the road surface 5 .
[0051] Specifically, the plate body 11 at the end may be provided with one connecting block 12 or two connecting blocks 12.
[0052] In a preferred embodiment, Figure 3 As shown, two connecting blocks 12 are provided on the plate body 11 at the end, and the two connecting blocks 12 are arranged relative to each other in a direction perpendicular to the direction of the road.
[0053] The above embodiment can enhance the connection strength between the plate 11 at the end and the road surface 5 .
[0054] like Figure 4 As shown, any one plate body 11 is fixedly connected to a plurality of rotating blocks 14 near the side of the adjacent plate body 11, and the plurality of rotating blocks 14 are evenly spaced along the extension direction of the side. Between two adjacent plate bodies 11, the rotating block 14 on one plate body 11 is inserted into the gap between the rotating blocks 14 on the other plate body 11. The rotating blocks 14 between the two adjacent plate bodies 11 are hinged by a rotating shaft to realize the rotation between the plate bodies 11, control the shape of the track shoe 1 when laid, and improve the use range and performance of the track shoe 1.
[0055] Specifically, the rotating block 14 can be welded to the plate body 11 .
[0056] In an optional embodiment, if Figure 4 As shown, the first engaging structure includes a plurality of first engaging teeth 13 arranged parallel to each other, and the extending direction of the first engaging teeth 13 is configured to be perpendicular to the advancing direction of the road.
[0057] Correspondingly, a second clamping structure for clamping with the first clamping structure is provided on the side of the placement plate 2 facing the track shoe 1. The second clamping structure includes a plurality of second clamping teeth 21 arranged parallel to each other. The extension direction of the second clamping teeth 21 is configured to be perpendicular to the forward direction of the road. When in use, the second clamping teeth 21 and the first clamping teeth 13 are staggered and abutted against each other.
[0058] In the above embodiment, since the positioning member 3 is inserted into the landslide pile 4 and the placement plate 2 is fixedly connected to the positioning member 3, the position of the second engaging tooth 21 relative to the landslide pile 4 is relatively stable. The engagement between the first engaging tooth 13 and the second engaging tooth 21 can limit the position of the track shoe 1 relative to the landslide pile 4, thereby reducing the displacement of the track shoe 1 relative to the landslide pile 4 along the direction of the road.
[0059] In an optional embodiment, multiple first engaging teeth 13 are evenly spaced on the plate body 11 along the direction of road advancement, and multiple second engaging teeth 21 are evenly spaced on the placement plate 2 along the direction of road advancement to facilitate the engagement of the first engaging teeth 13 with the second engaging teeth 21.
[0060] In an optional embodiment, the cross-sections of the first engaging tooth 13 and the second engaging tooth 21 are both triangular.
[0061] Of course, the cross-sections of the first engaging teeth 13 and the second engaging teeth 21 may also be trapezoidal or in other shapes.
[0062] It can be understood that the cross section is perpendicular to the extending direction of the first engaging tooth 13 and the second engaging tooth 21 .
[0063] In an optional embodiment, if Figure 2 As shown, in order to facilitate the insertion of the positioning member 3 into the landslide soil pile 4, the positioning member 3 is rod-shaped.
[0064] In an optional embodiment, if Figure 2 As shown, the placement board 2 can be in the shape of a long board, and the length direction of the placement board 2 is perpendicular to the forward direction of the road.
[0065] Specifically, the placement plate 2 can be welded to the positioning piece 3 .
[0066] In an optional embodiment, if Figure 2 As shown, in each placement plate 2 , a plurality of positioning members 3 are evenly and spaced apart along the length direction of the placement plate 2 .
[0067] In the above embodiment, the position of each placement plate 2 relative to the landslide soil pile 4 can be limited by a plurality of positioning members 3, thereby making the position of the single placement plate 2 more stable.
[0068] In an optional embodiment, if Figure 2 As shown, the placement plates 2 can be configured in multiple numbers, and the multiple placement plates 2 are arranged at intervals along the surface of the landslide pile 4 and along the direction of the road.
[0069] The above embodiment enables a single track shoe 1 to be supported on the landslide pile 4 by multiple placement plates 2, thereby ensuring the stability of the track shoe 1 during use and enabling the laying shape of the track shoe 1 to better adapt to the shape of the landslide pile 4.
[0070] Specifically, the placement plates 2 can be configured as two, three, four or five.
[0071] The number of the placement plates 2 is related to the size of the landslide soil pile 4 , and the user can adjust the number of the placement plates 2 as needed.
[0072] In an optional embodiment, if Figure 2 As shown, among the placement boards 2 , the lengths of the positioning members 3 connected to at least two placement boards 2 are different.
[0073] The above embodiment enables the length of the positioning member 3 to adapt to landslide piles 4 of different depths, so that the positioning member 3 can be inserted into a deeper position of the landslide pile 4 as much as possible, effectively ensuring the stability of the positioning member 3 relative to the landslide pile 4.
[0074] In an optional embodiment, each placement plate 2 is engaged with at least one track shoe 1 .
[0075] Specifically, each placement plate 2 is engaged with one, two, three or four track shoes 1 .
[0076] like Figure 5 As shown, each placement plate 2 is engaged with two track shoes 1, and the two track shoes 1 are spaced apart relative to each other in a direction perpendicular to the direction of travel of the road.
[0077] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit it. Although the present invention has been described in detail with reference to the above embodiments, those skilled in the art should understand that they can still modify the technical solutions described in the above embodiments, or replace some or all of the technical features therein with equivalents. However, these modifications or replacements do not deviate the essence of the corresponding technical solutions from the scope of the technical solutions of the embodiments of the present invention.
Claims
1. A road landslide line interruption rescue device, characterized in that: It comprises a track shoe (1), a placement plate (2) and a positioning member (3); The positioning member (3) is connected to the placement plate (2), the positioning member (3) is used to be inserted into the landslide soil pile (4), and the placement plate (2) is used to fit the surface of the landslide soil pile (4); The track shoe (1) is used for laying on the surface of the landslide soil pile (4); the side of the track shoe (1) facing the landslide soil pile (4) is engaged with the placement plate (2); the track shoe (1) extends from the landslide soil pile (4) to the end of the road surface (5) and is fixedly connected to the road surface (5).
2. The highway landslide line interruption rescue device according to claim 1, characterized in that: The track shoe (1) comprises a plurality of plate bodies (11) that are rotatably connected in sequence, and the rotation axis between two adjacent plate bodies (11) is configured to be perpendicular to the direction of travel of the road; The surface of each plate body (11) facing the landslide soil pile (4) is provided with a first clamping structure for clamping with the placement plate (2); The two plates (11) at the end portions are provided with connecting blocks (12), and the connecting blocks (12) are provided with through holes (121) for connecting members to pass through so that the connecting members are fixedly connected to the road surface (5).
3. The highway landslide line interruption rescue device according to claim 2, characterized in that: The first engaging structure comprises a plurality of first engaging teeth (13) arranged parallel to each other, and the extending direction of the first engaging teeth (13) is configured to be perpendicular to the direction of travel of the road; A second engaging structure for engaging with the first engaging structure is provided on a side of the placement plate (2) facing the track shoe (1); the second engaging structure comprises a plurality of second engaging teeth (21) arranged parallel to each other; and the extension direction of the second engaging teeth (21) is configured to be perpendicular to the direction of travel of the road.
4. The highway landslide line interruption rescue device according to claim 3, characterized in that: A plurality of the first engaging teeth (13) are evenly spaced and distributed on the plate body (11) along the direction of the road, and a plurality of the second engaging teeth (21) are evenly spaced and distributed on the placement plate (2) along the direction of the road.
5. The highway landslide line interruption rescue device according to claim 3, characterized in that: The cross sections of the first engaging tooth (13) and the second engaging tooth (21) are both triangular.
6. The highway landslide line interruption rescue device according to claim 1, characterized in that: The positioning member (3) is rod-shaped; The placement plate (2) is in the shape of a long plate, and the length direction of the placement plate (2) is perpendicular to the forward direction of the road.
7. The highway landslide line interruption rescue device according to claim 6, characterized in that: In each of the placement plates (2), a plurality of the positioning members (3) are evenly and spacedly connected along the length direction of the placement plate (2).
8. The highway landslide line interruption rescue device according to claim 6, characterized in that: The placement plates (2) are configured in plurality, and the plurality of placement plates (2) are arranged at intervals along the surface of the landslide soil pile (4) and along the direction of the road.
9. The highway landslide line interruption rescue device according to claim 8, characterized in that: In each of the placement plates (2): The lengths of the positioning members (3) connected to at least two of the placement plates (2) are different.
10. The highway landslide line interruption rescue device according to claim 1, characterized in that: Each of the placement plates (2) is clamped with at least one of the track shoes (1).