CN220953354U - Fishbone-shaped soil wall pile of cliff wall-mounted high-speed elevator - Google Patents
Fishbone-shaped soil wall pile of cliff wall-mounted high-speed elevator Download PDFInfo
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- CN220953354U CN220953354U CN202322929872.3U CN202322929872U CN220953354U CN 220953354 U CN220953354 U CN 220953354U CN 202322929872 U CN202322929872 U CN 202322929872U CN 220953354 U CN220953354 U CN 220953354U
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- 239000002689 soil Substances 0.000 title claims abstract description 43
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 description 6
- 208000008558 Osteophyte Diseases 0.000 description 5
- 230000009194 climbing Effects 0.000 description 5
- 201000010934 exostosis Diseases 0.000 description 5
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008094 contradictory effect Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model provides a fishbone-shaped soil wall pile of a cliff wall-mounted high-speed elevator, and belongs to the technical field of cliff elevators. The elevator solves the problem that the connection relationship between the existing elevator and the cliff wall is unstable. The utility model relates to a fishbone-shaped soil wall pile of a cliff wall-mounted high-speed elevator, which comprises a framework and spur rods. According to the utility model, the soil wall pile is stably inserted and fixed in the cliff wall by the spur rod which is fixed in the cliff wall and concrete is poured into the framework until the concrete is solidified, so that the elevator and the cliff wall can be stably connected.
Description
Technical Field
The utility model belongs to the technical field of cliff elevators, and relates to a fishbone-shaped soil wall pile of a cliff wall-mounted high-speed elevator.
Background
With the rapid development of the tourist industry in China, various mountain climbing cableways and slope cable cars are successively established in various scenic spots in China, and the mountain climbing cableways and slope cable cars are used as modern riding tools for sightseeing by tourists, so that the fatigue of the tourists is reduced. But both cableways and cable cars have the disadvantages of damaging scenic spot vegetation and modernized buildings which are not compatible with the original natural appearance. Whether a cableway or a cable car or a mountain climbing highway is built, large-area felling is necessarily generated along the way; but also contaminates natural scenic spots as they run; in addition, a cableway, a cable car or a mountain climbing highway cannot be applied to a mountain type of cliff, and for this purpose, people gradually adopt an elevator to replace the mountain climbing tool, but in the prior art, the connection relationship between a steel shaft of most elevators and the cliff is not firm, so that the elevators shake in the running process, and safety accidents are very easy to occur.
Disclosure of Invention
The utility model aims to solve the problems in the prior art and provides a fishbone-shaped soil wall pile capable of stably connecting a cliff wall-mounted high-speed elevator with a cliff wall.
The aim of the utility model can be achieved by the following technical scheme: a fishbone shaped earth pile for a cliff wall-mounted high speed elevator, comprising: the framework is internally provided with a plurality of spur rods, two ends of each spur rod extend out of the side face of the framework, and concrete is poured into the framework after the framework is inserted into the cliff wall.
In the fishbone-shaped soil wall pile of the cliff wall-mounted high-speed elevator, a plurality of spur rods are arranged in parallel, a space is reserved between two adjacent spur rods, and the cross section of each spur rod is in an L shape in an inclined arrangement.
In the fishbone-shaped soil wall pile of the cliff wall-mounted high-speed elevator, the middle part of the framework is provided with the fixing rods, and the middle parts of the spur rods are connected with the fixing rods.
In the fishbone-shaped soil wall pile of the cliff wall-mounted high-speed elevator, the fixing rod is provided with a plurality of vertical rods, and two ends of each vertical rod are connected with the framework.
In the fishbone-shaped soil wall pile of the cliff wall-mounted high-speed elevator, one end of the fixing rod is connected with the tail rod, the tail rod is hung with the hook, the end part of the hook penetrates through the end part of the framework, and the end part of the hook is provided with the nut which is positioned outside the framework.
In the fishbone-shaped soil wall pile of the cliff wall-mounted high-speed elevator, the number of the vertical rods is the same as that of the spur rods, the vertical rods and the spur rods are alternately arranged, and elastic pieces are arranged between two ends of each spur rod and adjacent vertical rods.
In the fishbone-shaped soil wall pile of the cliff wall-mounted high-speed elevator, each elastic piece comprises a telescopic sleeve and a moving block movably inserted in the telescopic sleeve, a spring is arranged between the moving block and the telescopic sleeve, the telescopic sleeve is hinged with the spur rod, and the moving block is hinged with the corresponding vertical rod.
In the fishbone-shaped soil wall pile of the cliff wall-mounted high-speed elevator, the telescopic sleeve is provided with the end rods, each spur rod is provided with a first connecting block, and the first connecting blocks are hinged with the end rods through the first hinge rods.
In the fishbone-shaped soil wall pile of the cliff wall-mounted high-speed elevator, the moving blocks are provided with the telescopic rods, each vertical rod is provided with a second connecting block, and the second connecting blocks are hinged with the telescopic rods through second hinge rods.
In the fishbone-shaped soil wall pile of the cliff wall-mounted high-speed elevator, each spur rod is made of steel bars.
Compared with the prior art, the utility model has the following beneficial effects:
1. When the soil wall pile is installed in the cliff wall, a hole (not shown in the figure) matched with the soil wall pile is cut on the cliff wall, then the skeleton is pressed into the hole by matching with an external machine, in the process, the bone spur rod is extruded by the inner wall of the hole to deform and retract into the skeleton to generate stress, after the end part of the skeleton is propped against the end part of the hole, the skeleton is pulled out by a certain distance, in the process, the bone spur rod is outwards opened according to the stress of the bone spur rod, so that the bone spur rod is inserted into the inner wall of the hole, namely, the bone spur rod is pricked in the hole, and then, the concrete is poured into the skeleton until the concrete is solidified, so that the soil wall pile is stably inserted into the cliff wall, and the elevator and the cliff wall can be stably connected;
2. After the concrete is solidified, the firmness of the soil wall pile can be effectively improved, and the framework is not easy to deform.
Drawings
Fig. 1 is a schematic structural view of a soil wall pile according to a first embodiment.
Fig. 2 is a schematic view of the structure of the soil wall pintle as it enters the cliff wall.
Fig. 3 is a schematic view of a structure in which a soil wall pintle is put into a cliff wall and concrete is filled into a skeleton.
Fig. 4 is a schematic structural view of a soil wall pile according to the second embodiment.
Fig. 5 is an enlarged view of fig. 4 at B.
Detailed Description
The following are specific embodiments of the present utility model and the technical solutions of the present utility model will be further described with reference to the accompanying drawings, but the present utility model is not limited to these embodiments.
As shown in fig. 1 to 3, a fishbone-shaped soil wall pile for a cliff wall-mounted type high-speed elevator of the present utility model includes a skeleton 100 and a spur rod 200.
In the present invention, each of the spur rods 200 is made of a reinforced bar material, and the reinforced bar is deformed and stressed when being subjected to external force, so as to promote the restoration of the reinforced bar, that is, the spur rod 200 is deformed and stressed when being extruded by external force, so as to promote the restoration of the spur rod 200.
Example 1
The skeleton 100 is provided with a plurality of spur rods 200, each of the two ends of each spur rod 200 extends out of the side surface of the skeleton 100, when the soil wall pile is installed in the cliff wall, a hole (not shown in the figure) matched with the soil wall pile is cut on the cliff wall, the skeleton 100 is pressed into the hole by matching with an external machine, in the process, the spur rods 200 are extruded by the inner wall of the hole to deform and retract into the skeleton 100, stress is generated, when the end of the skeleton 100 is propped against the end of the hole, the skeleton 100 is pulled out by a certain distance, in the process, the spur rods 200 are outwards opened according to the stress of the spur rods, so that the spur rods are inserted into the inner wall of the hole, namely, the spur rods 200 are pricked in the hole, after that, the concrete is poured into the skeleton 100 until the concrete is solidified, the soil wall pile is stably inserted into the cliff wall, and the firmness of the soil wall pile is effectively improved after the concrete is solidified, and the skeleton 100 is not easy to deform.
The plurality of spur rods 200 are arranged in parallel, a space is reserved between two adjacent spur rods 200, the cross-sectional shape of each spur rod 200 is in an L shape which is obliquely arranged, when a soil wall pile is inserted into a hole, the opening of each spur rod 200 is opposite to the running direction of each spur rod 200, when the spur rod 200 is extruded by the hole, the spur rod 200 is retracted into the framework 100 and generates stress, and when the soil wall pile is pulled out outwards, the opening of each spur rod 200 faces the moving direction of the corresponding spur rod 200, so that the spur rod 200 is outwards opened to the framework 100 according to the stress of the spur rod and is inserted into the inner wall of the hole, and the connection strength of the soil wall pile and the hole is further improved.
The middle part of skeleton 100 is equipped with dead lever 110, each the middle part of spur pole 200 all is connected with dead lever 110, and the both ends of this dead lever 110 all with skeleton 100 welding, so, alright realize the connection of spur pole 200 and skeleton 100, secondly, through the setting of dead lever 110, also can increase the fastness of skeleton 100.
Be equipped with a plurality of montants 120 on the dead lever 110, the both ends of this montant 120 all are connected with skeleton 100, through the setting of a plurality of montants 120, have effectively strengthened the stability of skeleton 100 for skeleton 100 is when inserting the hole in, and skeleton 100 is difficult for warping.
The end of the fixing rod 110 is connected with the tail rod 130, the tail rod 130 is hung with the hook 140, the end part of the hook 140 passes through the end part of the framework 100, the end part of the hook 140 is provided with the nut 141, the nut 141 is positioned outside the framework 100, when the fixing rod is installed, people need to hook the hook 140 on the tail rod 130 and screw the nut 141 tightly, so that the hook 140 can be stably hooked on the tail rod 130, after that, after the soil wall pile is inserted and fixed in the cliff wall, people can be connected with the connecting component through the end of the hook 140, which is close to the nut 141, specifically, the end part of the hook 140 is provided with threads, so that the hook 140 is in threaded connection with the connecting component.
Example two
As shown in fig. 4 to 5, the present embodiment is different from the first embodiment in that the present embodiment adds an elastic member 300.
The number of the vertical rods 120 is the same as that of the spur rods 200, the vertical rods 120 and the spur rods 200 are alternately arranged, and an elastic piece 300 is arranged between two ends of each spur rod 200 and the adjacent vertical rod 120, when the spur rod 200 is extruded by a hole to shrink inwards towards the framework 100, the end of the spur rod 200 is connected with the vertical rod 120 through the elastic piece 300, so that the elastic piece 300 is compressed under force and generates elastic force, when people pull out the soil wall pile for a certain distance, the opening of the spur rod 200 faces the moving direction of the spur rod 200, and therefore, the spur rod 200 can be outwards opened towards the framework 100 according to the stress of the spur rod and the elastic force of the elastic piece 300 and is inserted into the inner wall of the hole, and the connection strength of the soil wall pile and the hole is further improved; secondly, by the arrangement of the elastic member 300, it is further ensured that the spur rod 200 has sufficient force in the resetting process, thereby ensuring that the spur rod 200 can be smoothly inserted into the hole wall.
Each elastic member 300 includes a telescopic sleeve 310 and a moving block 320 movably inserted in the telescopic sleeve 310, a spring 330 is disposed between the moving block 320 and the telescopic sleeve 310, the telescopic sleeve 310 is hinged to the spur rod 200, the moving block 320 is hinged to the corresponding vertical rod 120, when the end of the spur rod 200 is rotated toward the inside of the skeleton 100 by the extrusion force of the hole, the moving block 320 is hinged to the corresponding vertical rod 120 due to the hinging of the telescopic sleeve 310 and the spur rod 200, so that the moving block 320 continuously moves toward the inside of the telescopic sleeve 310, and the spring 330 is stressed to compress and generate a corresponding elastic force; when the earth wall pile moves reversely relative to the hole, the spur rod 200 is stressed by the spring 330, i.e. the spring 330 pushes the moving block 320 to move outwards of the telescopic sleeve 310, so that the distance between the vertical rod 120 and the spur rod 200 is increased, and the spur rod 200 is ensured to have larger thrust to facilitate automatic reset.
Be equipped with end pole 311 on the flexible cover 310, every all be equipped with first connecting block 210 on the spur pole 200, this first connecting block 210 is articulated through first hinge 312 with end pole 311, be equipped with telescopic link 321 on the movable block 320, every all be equipped with the second on the montant 120 and link the piece 121, this second links the piece 121 and articulates through second hinge 322 with telescopic link 321, through the setting of above-mentioned structure to realize the articulated of flexible cover 310 and spur pole 200, movable block 320 is articulated with corresponding montant 120, thereby eliminates the stress that produces in the rotation of spur pole 200 relative montant 120.
It should be noted that all directional indicators (such as up, down, left, right, front, and rear … …) in the embodiments of the present utility model are merely used to explain the relative positional relationship, movement, etc. between the components in a particular posture (as shown in the drawings), and if the particular posture is changed, the directional indicator is changed accordingly.
Furthermore, descriptions such as those referred to herein as "first," "second," "a," and the like are provided for descriptive purposes only and are not to be construed as indicating or implying a relative importance or an implicit indication of the number of features being indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include at least one such feature. In the description of the present utility model, the meaning of "plurality" means at least two, for example, two, three, etc., unless specifically defined otherwise.
In the present utility model, unless specifically stated and limited otherwise, the terms "connected," "affixed," and the like are to be construed broadly, and for example, "affixed" may be a fixed connection, a removable connection, or an integral body; can be mechanically or electrically connected; either directly or indirectly, through intermediaries, or both, may be in communication with each other or in interaction with each other, unless expressly defined otherwise. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art according to the specific circumstances.
In addition, the technical solutions of the embodiments of the present utility model may be combined with each other, but it is necessary to be based on the fact that those skilled in the art can implement the technical solutions, and when the technical solutions are contradictory or cannot be implemented, the combination of the technical solutions should be considered as not existing, and not falling within the scope of protection claimed by the present utility model.
Claims (10)
1. A fishbone shaped earth pile for a cliff wall-mounted high speed elevator, comprising: the framework is internally provided with a plurality of spur rods, two ends of each spur rod extend out of the side face of the framework, and concrete is poured into the framework after the framework is inserted into the cliff wall.
2. The fishbone-shaped soil wall pile of the cliff wall-mounted high-speed elevator according to claim 1, wherein a plurality of spur rods are arranged in parallel, a space is reserved between two adjacent spur rods, and the cross section shape of each spur rod is in an L shape which is obliquely arranged.
3. The fishbone-shaped soil wall pile of the cliff wall-mounted high-speed elevator according to claim 1, wherein a fixing rod is arranged in the middle of the framework, and the middle of each spur rod is connected with the fixing rod.
4. A fishbone shaped soil wall pile for cliff wall-mounted high speed elevator according to claim 3, wherein the fixing rod is provided with a plurality of vertical rods, and both ends of the vertical rods are connected with the framework.
5. A fishbone shaped soil wall pile for cliff wall mounted high speed elevators according to claim 3, wherein a tail rod is connected to one end of the fixing rod, a hook is hung on the tail rod, the end of the hook passes through the end of the frame, and a nut is mounted at the end of the hook, and the nut is located outside the frame.
6. The fishbone-shaped soil wall pile of the cliff wall-mounted high-speed elevator according to claim 4, wherein the number of the vertical rods is the same as that of the spur rods, the vertical rods and the spur rods are alternately arranged, and an elastic piece is arranged between two ends of each spur rod and the adjacent vertical rod.
7. The fishbone-shaped soil wall pile of the cliff wall-mounted high-speed elevator according to claim 6, wherein each elastic piece comprises a telescopic sleeve and a moving block movably inserted in the telescopic sleeve, a spring is arranged between the moving block and the telescopic sleeve, the telescopic sleeve is hinged with a spur rod, and the moving block is hinged with a corresponding vertical rod.
8. The fishbone shaped soil wall pile of the cliff wall-mounted high-speed elevator according to claim 7, wherein the telescopic sleeve is provided with end rods, each of the spur rods is provided with a first connecting block, and the first connecting block is hinged with the end rods through a first hinge rod.
9. The fishbone shaped soil wall pile of cliff wall-mounted high-speed elevator according to claim 7, wherein the moving blocks are provided with telescopic rods, each vertical rod is provided with a second connecting block, and the second connecting blocks are hinged with the telescopic rods through second hinge rods.
10. A fishbone shaped earth pile for cliff wall-mounted high speed elevators according to claim 1, wherein each of said spur bars is made of steel bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322929872.3U CN220953354U (en) | 2023-10-31 | 2023-10-31 | Fishbone-shaped soil wall pile of cliff wall-mounted high-speed elevator |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322929872.3U CN220953354U (en) | 2023-10-31 | 2023-10-31 | Fishbone-shaped soil wall pile of cliff wall-mounted high-speed elevator |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220953354U true CN220953354U (en) | 2024-05-14 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322929872.3U Active CN220953354U (en) | 2023-10-31 | 2023-10-31 | Fishbone-shaped soil wall pile of cliff wall-mounted high-speed elevator |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220953354U (en) |
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2023
- 2023-10-31 CN CN202322929872.3U patent/CN220953354U/en active Active
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