Multi-step high slope torrent chute device

By designing a multi-step high slope rapid flow channel device, which combines gullies, steps and water diversion channels, the construction difficulties and low drainage efficiency of steep slopes are solved, achieving efficient slope protection and road access while reducing maintenance costs.

CN223675489UActive Publication Date: 2025-12-16CHINA CIVIL ENG CONSTR CORP
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Patent Information

Application Number
CN202520071867.X
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-01-13
Publication Date
2025-12-16
Estimated Expiration
2035-01-13

AI Technical Summary

Technical Problem

Existing slope chutes are difficult to construct on steep, multi-tiered high slopes, occupy a large amount of space in the lower part, are difficult to apply, are difficult to clean and maintain, and have limited drainage function.

Method used

A multi-step high slope rapid flow channel device is designed, including a gully, multi-step slope steps, end water diversion channel, inclined water diversion channel, horizontal water diversion channel and bottom water diversion channel. The drainage system is connected to the road drainage system through the combination of these components. It is fixed with galvanized anchor bolts, waterproof membrane and buffer net structure, which simplifies construction and improves drainage efficiency.

Benefits of technology

It effectively reduces the erosion of slopes by water flow, lowers the risk of landslides, ensures smooth road traffic, has a simple structure that is easy to maintain, reduces maintenance costs, and is suitable for the drainage needs of multi-step high slopes.

✦ Generated by Eureka AI based on patent content.

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Patent Text Reader

Abstract

The utility model discloses a multi-step high slope torrent groove device which comprises a slope, a plurality of gullies are arranged from the upper portion to the middle portion of the slope, the upper end of the torrent groove is connected with the gullies, the lower portion of the torrent groove is arranged above a slope bottom road, the torrent groove comprises an end water guide groove, and the end water guide groove is arranged at the uppermost end of the torrent groove and connected with the gullies. The lower portions of the end water guiding grooves are connected with oblique water guiding grooves, the lower portions of the oblique water guiding grooves are connected with horizontal water guiding grooves, the oblique water guiding grooves are formed in the lower ends of the horizontal water guiding grooves, the oblique water guiding grooves and the horizontal water guiding grooves are provided with multiple sections, and the oblique water guiding groove at the lowest end is connected with the bottom water guiding groove. And the bottom gutter is arranged beside a slope bottom road and is connected with a roadside drainage system. By arranging the torrent groove, the problem of gully drainage is effectively solved, the erosion of water flow to the slope is greatly reduced, the slope soil body structure is stabilized, the disaster risks such as landslide are reduced, and the slope safety is powerfully guaranteed.
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Description

TECHNICAL FIELD

[0001] The utility model relates to the field of side slope drainage, in particular to a multi-step high side slope chute device. BACKGROUND

[0002] The side slope chute is a structure arranged on the side slope, which mainly functions to collect and discharge the torrent generated during rainfall or snowmelt, slow down the speed, prevent the water flow from scouring and eroding the surface of the side slope, maintain the integrity and stability of the side slope soil, thereby prolonging the service life of the side slope and reducing the adverse effects of soil loss on the surrounding environment. The side slope chute has important significance in engineering practice and environmental management. In order to improve the side slope drainage efficiency and minimize the impact of water flow on the side slope, domestic scholars have carried out a large number of researches and designs on the structure type of the chute.

[0003] Chinese patent CN202022398115.4 proposes a side slope chute, which reduces the impact damage of water flow on the side slope bottom by adding a stilling ridge and a buffer groove in the structure.

[0004] Chinese patent CN202121883272.2 proposes a chute structure for the soil excavation side slope of highway in tropical regions, which reduces the flow velocity of water flow and the content of silt carried by water flow when entering the side ditch by combining filter screen, sand trap and water collecting chamber.

[0005] However, the chute structures in the above two patents are complex, and it is difficult to construct in relatively steep high side slopes, and there are defects such as large space occupation at the lower part.

[0006] Chinese patent CN202121736038.7 proposes a hidden side slope chute structure, which drains through the inclined pipe buried in the slope body, thereby playing the roles of splash prevention and improving the landscape effect of the side slope. However, considering that the side slope water flow carries a lot of silt, the structure is difficult to carry out dredging and maintenance work due to its concealment, and the size of the pipeline is fixed, which limits its drainage function.

[0007] In summary, the existing design method of side slope chute mainly reduces the impact damage of water flow by setting stilling ridges in the drainage path and setting buffer ditches at the lower part of the side slope, and reduces the influence of silt by setting filter screens and sand traps. These designs are mainly used for side slopes with small slope, and are not suitable for steep multi-step high side slopes. At the same time, the lower space is large, and there may be problems such as boundary invasion. UTILITY MODEL CONTENTS

[0008] The utility model aims to provide a multi-step high side slope chute device to solve the above problems in the prior art.

[0009] In order to achieve the above object, the utility model provides the following technical scheme: a plurality of step high slope flume device, including the slope, its upper portion to the middle part is provided with a plurality of gully, gully below is provided with a plurality of step slope, the bottom of slope step is provided with the slope road, flume, a plurality of flume is arranged in the outer surface of slope step, the upper end of flume is connected with gully, below is arranged in the upper of slope road, flume includes end water channel, end water channel is arranged in the uppermost end of flume and is connected with gully, end water channel below is connected with oblique water channel, oblique water channel below is connected with horizontal water channel, horizontal water channel lower end is provided with oblique water channel, oblique water channel and horizontal water channel are provided with multiple sections, the lowermost end of oblique water channel is connected with bottom water channel, bottom water channel is arranged in the slope road side, is connected with roadside drainage system.

[0010] In a preferred embodiment, the end water channel is U-shaped, and two I sections of the end water channel are provided with mortar-set flagstones on one side close to the gully, a partition net is arranged between the two mortar-set flagstones, one fan of the partition net is arranged at each of left and right ends of the two mortar-set flagstones, and a protective layer is arranged below the mortar-set flagstones 10 and is composed of reinforced concrete.

[0011] In a preferred embodiment, the end of the end water channel away from the gully is connected with the oblique water channel, the oblique water channel includes an oblique water channel bottom plate and oblique water channel shoulders arranged on both sides of the water channel bottom plate, galvanized anchor bolts are arranged in the oblique water channel shoulders, heads of the galvanized anchor bolts are fixed in the interior of the oblique water channel shoulders on both sides, tails of the galvanized anchor bolts are anchored in the slope, and the oblique water channel is fixedly connected with the slope through the galvanized anchor bolts.

[0012] In a preferred embodiment, the horizontal water channel includes a horizontal water channel bottom plate and horizontal water channel shoulders arranged on both sides of the horizontal water channel bottom plate.

[0013] In a preferred embodiment, the bottom water channel is horizontally and lengthwise arranged, the bottom water channel is vertically arranged with the oblique water channel, the bottom water channel includes a bottom water channel bottom plate and connecting plates and bottom water channel protective plates arranged on both sides of the bottom water channel bottom plate, the connecting plates are fixedly connected with lower ends of the lowermost oblique water channels, the bottom water channel bottom plate is provided with waterproof coiled material, the waterproof coiled material is provided with a buffer net, the buffer net has two layers, the cross section of the buffer net is triangular, one fixed strip is arranged on each side of the buffer net, and the fixed strips of the buffer net are fixedly connected with the bottom water channel bottom plate through expansion bolts.

[0014] In a preferred embodiment, the thickness of the horizontal water channel bottom plate is greater than the thickness of the oblique water channel bottom plate.

[0015] Compared with the prior art, the utility model has the following characteristics and beneficial effects:

[0016] 1. The utility model discloses a torrent trough is set up, effectively solve the gully drainage problem, greatly reduce the water flow to the side slope erosion, stable side slope soil structure, reduce the landslide disaster risk, effectively guarantee the side slope safety.

[0017] 2. In the aspect of road operation, the bottom water channel is smoothly connected with the road drainage system, avoids the lower structure from invading the limit, maintains the normal traffic and the intact facilities of the road at the slope bottom, reduces the maintenance cost and the traffic interruption hidden danger.

[0018] 3. The utility model discloses a reasonable structure design, simple and convenient and efficient construction, does not need complex technology and special equipment, can flexibly adjust each water channel parameter according to the actual side slope, and the maintenance is convenient, such as the end isolation net is convenient for cleaning sundries, and the bottom buffer net is easy to replace, can long -term stable operation, and has practical and popularization value for the drainage of many steps high slope. ACCURACY

[0019] The utility model will be further explained in detail in combination with the drawings.

[0020] Figure 1 It is a kind of whole schematic diagram of the torrent trough device of many steps high slope;

[0021] Figure 2 It is a structure section view of the torrent trough device of many steps high slope;

[0022] Figure 3 It is the end schematic diagram of the torrent trough device of many steps high slope;

[0023] Figure 4 It is the section view of horizontal water channel;

[0024] Figure 5 It is the section view of oblique water channel;

[0025] Figure 6 It is the bottom schematic diagram of the torrent trough device of many steps high slope.

[0026] In the drawing: 1-side slope, 2-gully, 3-torrent trough, 4-side slope step, 5-road at the slope bottom, 6-end water channel, 7-horizontal water channel, 8-oblique water channel, 9-bottom water channel, 10-cement mortar flagstone, 11-isolation net, 12-protecting masonry, 13-horizontal water channel bottom plate, 14-horizontal water channel shoulder, 15-oblique water channel bottom plate, 16-galvanized anchor bolt, 17-oblique water channel shoulder, 18-connection plate, 19-bottom water channel bottom plate, 20-waterproof roll material, 21-bottom water channel guard plate, 22-buffer net, 23-expansion bolt. DETAILED DESCRIPTION

[0027] The technical solutions in the embodiments of the utility model will be clearly and completely described below. All other embodiments obtained by the person skilled in the art without creative labor belong to the protection scope of the utility model.

[0028] Embodiment 1:

[0029] Embodiment Figures 1 to 6 As shown in the figure, the utility model discloses a multi-step high slope flume device, including the slope 1, the upper part to the middle part of which is provided with a plurality of gullies 2, a plurality of step slope steps 4 are arranged below the gullies 2, the bottom of the step slope steps 4 is provided with a slope bottom road 5, a plurality of flumes 3 are arranged on the outer surface of the step slope steps 4, the upper end of the flume 3 is connected with the gully 2, and the lower end is arranged above the slope bottom road 5.

[0030] The flume 3 includes an end water diversion groove 6, the end water diversion groove 6 is connected with the gully 2 at the uppermost end of the flume 3, the end water diversion groove 6 is U-shaped, two I parts of the end water diversion groove 6 are provided with mortar rubble 10 close to one side of the gully 2, a separation net 11 is arranged between the two mortar rubble 10, one fan of the separation net 11 is arranged at the left and right ends of the two mortar rubble 10 respectively, and a protective layer 12 is arranged below the mortar rubble 10, the protective layer 12 is composed of reinforced concrete.

[0031] The end of the end water diversion groove 6 away from the gully 2 is connected with the inclined water diversion groove 8, the inclined water diversion groove 8 includes an inclined water diversion groove bottom plate 15 and inclined water diversion groove shoulders 17 arranged on both sides of the water diversion groove bottom plate, galvanized anchor bolts 16 are arranged in the inclined water diversion groove shoulders 17, the heads of the galvanized anchor bolts 16 are fixed in the inclined water diversion groove shoulders 17, the tails of the galvanized anchor bolts 16 are anchored in the slope 1, and the inclined water diversion groove 8 is fixedly connected with the slope 1 through the galvanized anchor bolts 16.

[0032] The lower end of the inclined water diversion groove 8 is connected with the horizontal water diversion groove 7, the horizontal water diversion groove 7 includes a horizontal water diversion groove bottom plate 13 and horizontal water diversion groove shoulders 14 arranged on both sides of the horizontal water diversion groove bottom plate 13, the lower end of the horizontal water diversion groove 7 is provided with the inclined water diversion groove 8, the thickness of the horizontal water diversion groove bottom plate 13 is greater than that of the inclined water diversion groove bottom plate 15, the inclined water diversion groove 8 and the horizontal water diversion groove 7 are provided with multiple sections, and the lowermost inclined water diversion groove 8 is connected with the bottom water diversion groove 9.

[0033] The bottom water guide groove 9 is horizontally arranged, and the bottom water guide groove 9 is vertically arranged with the inclined water guide groove 8. The bottom water guide groove 9 comprises a bottom water guide groove bottom plate 19, connecting plates 18 arranged on both sides of the bottom water guide groove bottom plate 19, and a bottom water guide groove guard plate 21. The connecting plate 18 is fixedly connected with the lower end of the lowermost inclined water guide groove 8. The waterproof roll 20 is arranged on the bottom water guide groove bottom plate 19. The buffer net 22 is arranged on the waterproof roll 20. The buffer net 22 comprises two layers, and the cross section is triangular. The two sides of the buffer net 22 are respectively provided with a fixed strip. The fixed strip of the buffer net 22 is fixedly connected with the bottom water guide groove bottom plate 19 through the expansion bolt 23. The bottom water guide groove 9 is arranged beside the slope bottom road 5 and connected with the roadside drainage system.

[0034] Embodiment 2:

[0035] The construction steps of the utility model:

[0036] Step one: after the high slope 1 is blasted and excavated, the slope steps 4 are arranged according to the stability requirement of the slope 1.

[0037] Step two: the width, height and number of the end water guide groove 6, the inclined water guide groove 8, the horizontal water guide groove 7 and the bottom water guide groove 9 are determined according to the number, height of the slope steps 4 and the position of the gully 2.

[0038] Step three: the mortar rubble 10 of the end water guide groove 6 is arranged on the side close to the gully 2. The isolation net 11 is arranged between the water guide grooves. The guard 12 is connected with the gully 2. The end water guide groove 6 is connected with the inclined water guide groove 8 at the end far from the gully 2. The inclined water guide groove 8 is arranged on the slope between the steps. The bottom plate and the groove shoulder are arranged. The head of the galvanized anchor bolt 16 is fixed in the groove shoulder. The tail is anchored in the slope 1.

[0039] Step four: the horizontal water guide groove 7 is arranged on the slope step 4 below the inclined water guide groove 8. The bottom plate is laid and the groove shoulder is arranged. The two ends are respectively connected with the upper inclined water guide groove 8 and the lower inclined water guide groove 8.

[0040] Step five: the lowermost inclined water guide groove 8 is connected with the bottom water guide groove 9. The bottom water guide groove 9 is connected with the drainage system of the slope bottom road 5. The waterproof roll 20 is laid on the bottom plate. The two layers of buffer nets 22 with triangular cross section are arranged on the upper part of the waterproof roll 20 close to the bottom water guide groove guard plate 21. The two sides of the buffer net 22 are fixed on the bottom plate through the expansion bolt 23.

Claims

1. A multi-step high slope flume device, characterized by: Include: Slope (1), the upper part of the slope (1) to the middle part is provided with a plurality of gullies (2), the lower part of the gully (2) is provided with a plurality of slope steps (4), the bottom of the slope step (4) is provided with a slope bottom road (5); The rapid flow tank (3) is provided on the outer surface of the slope step (4), the upper end of the rapid flow tank (3) is connected with the gully (2), and the lower part is provided above the slope bottom road (5), the rapid flow tank (3) includes end water tank (6), the uppermost end of the rapid flow tank (3) is connected with the gully (2), the lower part of the end water tank (6) is connected with the inclined water tank (8), the lower part of the inclined water tank (8) is connected with the horizontal water tank (7), the lower end of the horizontal water tank (7) is provided with the inclined water tank (8), the inclined water tank (8) and the horizontal water tank (7) are provided with a plurality of sections, the lowermost end of the inclined water tank (8) is connected with the bottom water tank (9), the bottom water tank (9) is provided beside the slope bottom road (5), and is connected with the roadside drainage system.

2. The multi-bench high slope fluming device according to claim 1, characterized in that: The end water tank (6) is U-shaped, two I parts of the end water tank (6) are provided with mortar paving flagstones (10) near one side of the gully (2), two mortar paving flagstones (10) are provided with isolation nets (11) between them, the isolation net (11) is provided with one fan at the left and right ends of the two mortar paving flagstones (10), the mortar paving flagstones (10) are provided with a protective lining (12) below, and the protective lining (12) is composed of reinforced concrete.

3. The multi-bench high slope fluming device according to claim 2, characterized in that: The end of the end water tank (6) away from the gully (2) is connected with the inclined water tank (8), the inclined water tank (8) includes an inclined water tank bottom plate (15) and inclined water tank shoulders (17) provided on both sides of the water tank bottom plate, the inclined water tank shoulders (17) are provided with galvanized anchor bolts (16) inside, the heads of the galvanized anchor bolts (16) are fixed inside the inclined water tank shoulders (17) on both sides, the tails of the galvanized anchor bolts (16) are anchored in the slope (1), and the inclined water tank (8) is fixedly connected with the slope (1) through the galvanized anchor bolts (16).

4. The multi-bench high slope fluming device according to claim 3, characterized in that: The horizontal water tank (7) includes a horizontal water tank bottom plate (13) and horizontal water tank shoulders (14) provided on both sides of the horizontal water tank bottom plate (13).

5. The multi-bench high slope fluming device according to claim 4, characterized in that: The bottom water tank (9) is provided horizontally and longitudinally, the bottom water tank (9) is provided vertically with the inclined water tank (8), the bottom water tank (9) includes a bottom water tank bottom plate (19), connecting plates (18) provided on both sides of the bottom water tank bottom plate (19), and a bottom water tank guard plate (21), the connecting plate (18) is fixedly connected with the lower end of the lowermost inclined water tank (8), the bottom water tank bottom plate (19) is provided with a waterproof roll material (20), the waterproof roll material (20) is provided with a buffer net (22), the buffer net (22) has two layers, the cross section is triangular, one fixed strip is arranged on each side of the buffer net (22), and the fixed strip of the buffer net (22) is fixedly connected with the bottom water tank bottom plate (19) through the expansion bolts (23).

6. The multi-bench high slope fluming device according to claim 5, characterized in that: The horizontal water guide groove bottom plate (13) has a thickness greater than that of the inclined water guide groove bottom plate (15).

Citation Information

Patent Citations

  • Side slope chute

    CN213773709U

  • Hidden slope chute structure

    CN215669949U

  • Torrent chute structure for tropical region road soil excavation slope

    CN217759194U