Rapidly-assembled slope protection structure for torrential flood ditch flood control project

Abstract

The utility model provides a quick assembly slope protection structure for a mountain torrent ditch flood control project, which comprises a stone placement structure, the stone placement structure comprises a main supporting steel cable, an inner supporting steel cable is arranged on the inner side of the main supporting steel cable, and stopping steel bars are arranged at the tops and the bottoms of the inner supporting steel cable and the main supporting steel cable. The blocking steel bars at the bottoms of the inner supporting steel cable and the main supporting steel cable are fixedly connected with the inner supporting steel cable and the main supporting steel cable. The slope protection structure can be assembled on a construction site through the blocking steel bars and the insertion fixing structures which can be assembled, the main supporting steel cables and the inner supporting steel cables can be curled, the main supporting steel cables and the inner supporting steel cables are directly opened, and then stones are placed between the blocking steel bars, so that the slope protection structure can be assembled on the construction site. And then the blocking steel bars at the top are fixed, then the blocking steel bars are inserted into the fixing structures, and the ends, inserted into the fixing structures, of the blocking steel bars are inserted into slope protection soil, so that the slope protection structure can be rapidly assembled.

Description

Technical Field

[0001] This utility model belongs to the technical field of flood control engineering for mountain torrent gullies, and specifically relates to a quick-assembly slope protection structure for flood control engineering of mountain torrent gullies. Background Technology

[0002] Mountain torrent control projects refer to various engineering measures constructed in mountain gullies to stabilize the gully bed, retain sediment, and prevent or mitigate mountain torrents and debris flows. These projects mainly include gully head protection works, damming works, sand-trapping dams, silt-retaining dams, and gully bank protection works.

[0003] During the flood control project of mountain torrent gullies, it is necessary to install slope protection structures. Slope protection structures refer to various structural measures used to protect the stability of slopes or sides, with the main purpose of preventing soil erosion, landslides and protecting the environment.

[0004] However, since slope protection structures are generally made of concrete, when assembling the slope protection structures for flood control projects in mountain torrent gullies, the slope protection structures need to be transported to the construction site of the flood control project before they can be assembled. This method cannot quickly assemble the slope protection structures and affects the construction progress. Utility Model Content

[0005] Purpose of utility model

[0006] To address the aforementioned technical problems, this utility model provides a rapid assembly slope protection structure for flood control projects in mountain torrent gullies, thereby solving the technical problems mentioned in the background art.

[0007] Technical solution

[0008] To achieve the above objectives, the technical solution provided by this utility model is a rapid assembly slope protection structure for flood control engineering of mountain torrent gullies, including a stone placement structure, which includes a main support steel cable, an inner support steel cable is provided on the inner side of the main support steel cable, and a blocking steel bar is provided at the top and bottom of the inner support steel cable and the main support steel cable. The blocking steel bar at the bottom of the inner support steel cable and the main support steel cable is fixedly connected to the inner support steel cable and the main support steel cable, and the blocking steel bar at the top of the inner support steel cable and the main support steel cable is engaged with the inner support steel cable and the main support steel cable.

[0009] An insertion and fixing structure is provided inside the stone placement structure.

[0010] Preferably, a connecting shaft is provided at the connection position of the main support steel cable and the inner support steel cable, and an insertion block is provided inside the connecting shaft, and a guide groove is provided inside the insertion block.

[0011] Preferably, the number of connecting shafts is set to multiple, and the multiple connecting shafts are distributed at equal intervals inside the main support steel cable and the inner support steel cable.

[0012] Preferably, the insertion fixing structure includes an insertion shaft, an insertion cone at the bottom of the insertion shaft, the insertion shaft being slidably connected to an insertion block, and a guide block on the outer wall of the insertion shaft being slidably connected to a guide groove.

[0013] Preferably, the top of the insertion shaft is provided with a top plate, the inside of the insertion shaft is provided with a connecting groove, and the bottom of the insertion cone is provided with an outlet groove, which is connected to the connecting groove.

[0014] Preferably, a push rod is slidably connected to the inner wall of the connecting groove, a pressure plate is provided at the top of the push rod, an auxiliary cone is provided at the bottom of the push rod, and the auxiliary cone is slidably connected to the outlet groove.

[0015] Beneficial effects

[0016] The technical solution provided by this utility model has the following advantages compared with the prior art:

[0017] This utility model, through the design of assembleable barrier steel bars and insertion fixing structures, allows the slope protection structure to be assembled on-site. The main support steel cable and inner support steel cable can be coiled, and the main support steel cable and inner support steel cable can be opened directly. Then, stones are placed between the barrier steel bars, and the top barrier steel bars are fixed. After that, the insertion fixing structure is inserted into the interior of the slope protection soil, thus enabling the rapid assembly of the slope protection structure. Attached Figure Description

[0018] Figure 1 This is a perspective view of the present utility model;

[0019] Figure 2 This is a three-dimensional view of the stone placement structure of this utility model;

[0020] Figure 3 This is a three-dimensional sectional view of the insertion and fixing structure of this utility model.

[0021] Figure Labels

[0022] 1. Stone placement structure; 101. Main support steel cable; 102. Inner support steel cable; 103. Barrier steel bar; 104. Connecting shaft; 105. Insertion block; 106. Guide groove; 2. Insertion fixing structure; 201. Insertion shaft; 202. Insertion cone; 203. Guide block; 204. Top plate; 205. Outlet groove; 206. Connecting groove; 207. Push rod; 208. Pressure plate; 209. Auxiliary cone. Detailed Implementation

[0023] In the description of this utility model, it should be understood that the terms "center", "longitudinal", "transverse", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "page", "bottom", "inner", "outer", "clockwise", "counterclockwise", "coaxial", "bottom", "one end", "top", "other end", "one side", "front", "both ends", "both sides", etc., indicating the orientation or positional relationship are based on the orientation or positional relationship shown in the accompanying drawings, and are only for the convenience of describing this utility model and simplifying the description, and are not intended to 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 utility model.

[0024] Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of this utility model, "a plurality of" means two or more, unless otherwise explicitly specified.

[0025] In this utility model, unless otherwise explicitly specified and limited, the terms "installation," "connection," "linking," "fixing," and "equipped with" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model according to the specific circumstances.

[0026] Referring now to the accompanying drawings, the various figures are intended only to illustrate certain exemplary embodiments and are not intended to limit the scope of the invention. In the various figures, the same reference numerals denote the same or corresponding parts. The dimensions and scales in the various figures are also for illustrative purposes only and should not be construed as limiting the scope of the invention; these dimensions may be enlarged relative to actual products.

[0027] Reference Figure 1-3The diagram illustrates a rapid-assembly slope protection structure for flood control in mountain torrent gullies, comprising a stone placement structure 1, which includes a main support steel cable 101. An inner support steel cable 102 is disposed inside the main support steel cable 101. Barrier steel bars 103 are disposed at the top and bottom of the inner support steel cable 102 and the main support steel cable 101. The barrier steel bars 103 at the bottom of the inner support steel cable 102 and the main support steel cable 101 are fixedly connected to the inner support steel cable 102 and the main support steel cable 101. The barrier steel bars 103 at the top of the inner support steel cable 102 and the main support steel cable 101 are engaged with the inner support steel cable 102 and the main support cable 101. A connecting element is provided at the connection position between the main support steel cable 101 and the inner support cable 102. A shaft 104 is provided, and an insertion block 105 is provided inside the shaft 104. A guide groove 106 is provided inside the insertion block 105. The number of connecting shafts 104 is set to be multiple. The multiple connecting shafts 104 are evenly distributed inside the main support steel cable 101 and the inner support steel cable 102. The main support steel cable 101 and the inner support steel cable 102 are laid out and laid on the slope of the mountain flood protection project. Then, the insertion fixing structure 2 is inserted into the inside of the connecting shaft 104. Then, stones are placed on the top of the barrier steel bar 103. Then, the top barrier steel bar 103 is connected to the inner support steel cable 102 and the main support steel cable 101, so that the stone placement structure 1 and the stones can be quickly installed inside the slope.

[0028] An insertion fixing structure 2 is installed inside the stone placement structure 1. The insertion fixing structure 2 includes an insertion shaft 201, an insertion cone 202 at the bottom of the insertion shaft 201, and an insertion block 105 slidably connected to the insertion shaft 201. A guide block 203 is provided on the outer wall of the insertion shaft 201, and the guide block 203 is slidably connected to a guide groove 106. A top plate 204 is provided on the top of the insertion shaft 201. A connecting groove 206 is formed inside the insertion shaft 201, and an outlet groove 205 is formed at the bottom of the insertion cone 202. The outlet groove 205 is connected to the connecting groove 206, and a push rod 2 is slidably connected to the inner wall of the connecting groove 206. 07. A pressure plate 208 is provided at the top of the push rod 207, and an auxiliary cone 209 is provided at the bottom of the push rod 207. The auxiliary cone 209 is slidably connected to the outlet groove 205. After the stone placement structure 1 is installed, the insertion shaft 201 is pushed down, and the guide block 203 slides on the inner wall of the guide groove 106, causing the insertion shaft 201 to rotate during the downward movement. The insertion shaft 201 pushes the insertion cone 202 into the interior of the slope. Then, the push rod 207 is pushed down, and the push rod 207 drives the auxiliary cone 209 to pass through the outlet groove 205 and also insert into the interior of the slope to reinforce and fix the insertion fixing structure 2, maintaining the firmness of the stone placement structure 1 in fixing the slope.

[0029] The above-described embodiments are merely illustrative of certain implementations of this utility model, and their descriptions are relatively specific and detailed. However, they should not be construed as limiting the scope of this utility model patent. It should be noted that those skilled in the art can make various modifications and improvements without departing from the concept of this utility model, and these modifications and improvements all fall within the protection scope of this utility model. Therefore, the protection scope of this utility model patent should be determined by the appended claims.

Claims

1. A rapid assembly slope protection structure for a flash flood control work, characterized by, Comprising The stone block placing structure (1) comprises a main supporting steel cable (101), the inner side of the main supporting steel cable (101) is provided with an inner supporting steel cable (102), the top and bottom of the inner supporting steel cable (102) and the main supporting steel cable (101) are provided with blocking steel bars (103), the blocking steel bars (103) at the bottom of the inner supporting steel cable (102) and the main supporting steel cable (101) are fixedly connected with the inner supporting steel cable (102) and the main supporting steel cable (101), and the blocking steel bars (103) at the top of the inner supporting steel cable (102) and the main supporting steel cable (101) are clampedly connected with the inner supporting steel cable (102) and the main supporting steel cable (101); The insertion fixing structure (2) is arranged in the interior of the stone block placing structure (1).

2. The quick-assembly slope protection structure for mountain torrent channel flood control engineering according to claim 1, characterized in that: The connecting position of the main supporting steel cable (101) and the inner supporting steel cable (102) is provided with a connecting shaft (104), the interior of the connecting shaft (104) is provided with an insertion block (105), and the interior of the insertion block (105) is provided with a guide groove (106).

3. The quickly-assembled slope protection structure for mountain torrent channel flood control engineering according to claim 2, characterized in that: The number of the connecting shaft (104) is multiple, and multiple connecting shafts (104) are distributed at equal intervals in the interior of the main supporting steel cable (101) and the inner supporting steel cable (102).

4. The quick-assembly slope protection structure for mountain torrent prevention engineering according to claim 1, characterized in that: The insertion fixing structure (2) comprises an insertion shaft (201), the bottom of the insertion shaft (201) is provided with an insertion cone (202), the insertion shaft (201) is slidably connected with the insertion block (105), the outer wall of the insertion shaft (201) is provided with a guide block (203), and the guide block (203) is slidably connected with the guide groove (106).

5. The quickly-assembled slope protection structure for flood control of mountain torrents according to claim 4, characterized in that: The top of the insertion shaft (201) is provided with a top plate (204), the interior of the insertion shaft (201) is provided with a connecting groove (206), the bottom of the insertion cone (202) is provided with an outlet groove (205), and the outlet groove (205) is connected with the connecting groove (206).

6. The quickly-assembled slope protection structure for flood control of mountain torrents according to claim 5, characterized in that: The inner wall of the connecting groove (206) is slidably connected with a pushing rod (207), the top of the pushing rod (207) is provided with a pressing plate (208), the bottom of the pushing rod (207) is provided with an auxiliary cone (209), and the auxiliary cone (209) is slidably connected with the outlet groove (205).

Images