CN218373657U

CN218373657U - Slope protection structure capable of avoiding water and soil loss

Info

Publication number: CN218373657U
Application number: CN202222742745.8U
Authority: CN
Inventors: 刘智; 谢洪; 代利军
Original assignee: Individual
Current assignee: Individual
Priority date: 2022-10-19
Filing date: 2022-10-19
Publication date: 2023-01-24
Anticipated expiration: 2032-10-19

Abstract

The utility model relates to a slope protection structure technical field discloses a slope protection structure who avoids soil erosion and water loss, including laying the graticule mesh on the ramp, the graticule mesh is buried inside the soil on ramp surface, and separates the holistic embedding of net to the soil of ramp in, the graticule mesh is formed by the horizontal net that is used for the bank protection with indulge the net, horizontal net with indulge be formed with the interval that is used for planting the plant between the net, indulge the surface laminating of net and be fixed with the warning pipe, the warning pipe runs through a plurality of horizontal nets simultaneously. This application technical scheme is through setting up the separate net that is formed by horizontal net and vertical net and imbed in the soil on ramp surface to the warning pipe that the setting was buried along with the graticule mesh together makes the plant in the interval of horizontal net with vertical net formation, has the effect of waterproof soil loss to the ramp, and can utilize the spillway hole on warning pipe surface directly to water to the root of plant when the arid, ensures that the plant is fully watered and the waste of less water resource.

Description

Slope protection structure capable of avoiding water and soil loss

Technical Field

The utility model relates to a slope protection structure technical field specifically is a slope protection structure who avoids soil erosion and water loss.

Background

Slope protection refers to the general name of various paving and planting on a side slope in order to prevent the side slope from being washed, a river section where a bridge site is located and a concave bank of the river bank are washed by water flow year by year, so that the river bank can continuously collapse, a slope protection structure needs to be arranged to protect the safety of the bridge and the embankment, and the phenomena of water and soil loss and collapse are avoided.

In the prior art, the grid structure is arranged, green plants with developed root systems are planted, the loss prevention of soil is realized, and in arid weather, the planted plants need to be watered, so that the plants can grow normally to play a role in slope protection.

When the technical scheme is realized, at least the following defects exist: the water shortage is relatively caused in the dry weather, so that the edible water resource quantity is less, and the problem that the common watering mode cannot be used for fully watering or wastes water exists. Therefore, we propose a slope protection structure that can avoid soil erosion and water loss.

SUMMERY OF THE UTILITY MODEL

An object of the application is to provide a slope protection structure who avoids soil erosion and water loss, through setting up the separation net that is formed by horizontal net and vertical net and imbed in the soil on ramp surface, and set up the warning pipe along with the graticule mesh buries together, make the plant in the interval that horizontal net and vertical net formed, the effect that has waterproof soil erosion and water loss to the ramp, and can utilize the spillway hole on warning pipe surface directly to water to the root of plant when the arid, ensure that the plant is fully watered and the waste of less water resource, the problem of proposing in the background art has been solved.

In order to achieve the above purpose, the present application provides the following technical solutions: a slope protection structure for avoiding water and soil loss comprises a grid which is paved on a ramp, wherein the grid is embedded in soil on the surface of the ramp, and a separation net is integrally embedded into the soil on the ramp; the grid net consists of a transverse net and a longitudinal net for slope protection, and an interval for planting plants is formed between the transverse net and the longitudinal net; and overflow pipes are fixedly attached to the surfaces of the longitudinal nets, penetrate through the transverse nets simultaneously, and are uniformly provided with overflow holes communicated with the insides of the overflow pipes.

Through adopting above-mentioned technical scheme, play the effect of waterproof soil loss to the ramp soil at the latticed structure that utilizes horizontal net and vertical net to form to plant at its inside soil planting can guarantee that it has better waterproof soil loss effect, when arid weather, utilize the spillway hole on overflow pipe surface directly to discharge water effect to root of plant soil department, ensure fully to water and can avoid the waste of water resource again.

Optionally, a water supply pipe is embedded in the upper portion of the ramp, the water supply pipe is transversely distributed at the upper end of the overflow pipe, and the overflow pipe is communicated with the interior of the water supply pipe.

By adopting the technical scheme, the external water can be guided into each overflow pipe by connecting the water supply pipe with all the overflow pipes.

Optionally, the top of delivery pipe is vertically connected with the inlet tube, the inlet tube communicates with the inside of delivery pipe, and the first half of inlet tube runs through to the outside of ramp soil.

By adopting the technical scheme, the water inlet pipe is connected to the water supply pipe, so that after the water inlet pipe is connected to high-pressure water, water resources can be directly introduced into the water supply pipe and finally flow into the overflow pipe.

Optionally, the diameter of the overflow pipe is smaller than the diameter of the through hole on the surface of the transverse net, and the overflow pipe penetrates through the transverse net through the through hole on the surface of the transverse net.

Through adopting above-mentioned technical scheme, utilize the through-hole on horizontal net surface, can guarantee the overflow pipe to run through and cross to have certain spacing locking action to the overflow pipe.

Optionally, a valve is mounted on the water inlet pipe and communicated with the interior of the water inlet pipe.

Through adopting above-mentioned technical scheme, when needs are watered, can begin the valve and make water enter into to the delivery pipe to through the closed condition of valve realization inlet tube when need not to water.

Compared with the prior art, the technical scheme of the application has the following beneficial effects:

1. this application technical scheme is through setting up the separate net that is formed by horizontal net and vertical net and imbed in the soil on ramp surface to the warning pipe that the setting was buried along with the graticule mesh together makes the plant in the interval that horizontal net and vertical net formed, has waterproof soil erosion's effect to the ramp, and can utilize the spillway hole on warning pipe surface directly to water to the root of plant when the arid, ensures that the plant is by the waste of fully watering and less water resource.

2. This application technical scheme distributes at the side of warning pipe through the spillway hole that makes the setting, makes spillway hole department not receive the great pressure that produces from the action of gravity of soil, ensures that the high pressure water can be more relaxed breaks open soil and discharges from spillway hole department.

Drawings

Other features, objects and advantages of the present application will become more apparent upon reading of the following detailed description of non-limiting embodiments with reference to the attached drawings in which:

fig. 1 is a schematic view of an overall structure of a slope protection structure for preventing soil erosion;

fig. 2 is this application and avoids soil erosion and water loss's slope protection structure's graticule mesh structure schematic diagram.

In the figure: 1. a ramp; 2. grid forming; 21. a transverse net; 22. longitudinal net; 3. a water supply pipe; 31. an overflow pipe; 311. an overflow hole; 32. a water inlet pipe; 33. and (4) a valve.

Detailed Description

Referring to fig. 1, the present application provides a technical solution: the utility model provides an avoid soil erosion and water loss's slope protection structure, including laying the graticule mesh 2 on ramp 1, graticule mesh 2 comprises the horizontal net 21 and the vertical net 22 that are used for the bank protection and buries in the soil on ramp 1 surface inside, horizontal net 21 all is provided with a plurality ofly with vertical net 22, and a plurality of horizontal nets 21 and a plurality of vertical net 22 crisscross connection each other are fixed, mutually perpendicular between horizontal net 21 and the vertical net 22, and then be formed with the rectangle interval that is used for planting the plant, after separating the holistic embedding of net to the soil of ramp 1, can plant the plant that the root system is flourishing in the rectangle interval that forms, cooperation rectangle interval plays good soil erosion and water loss prevention effect to ramp 1 soil;

referring to fig. 2, overflow pipes 31 are fixed on the surface of the longitudinal net 22, the overflow pipes 31 penetrate through the plurality of transverse nets 21 through holes formed in the surfaces of the transverse nets 21, the diameter of each overflow pipe 31 is smaller than that of each through hole in the surface of each transverse net 21, overflow holes 311 communicated with the inside of each overflow pipe 31 are uniformly formed in the side edge of the surface of each overflow pipe 31, when watering is needed, water resources can directly act on soil at the root of a plant through the overflow holes 311 in the surface of each overflow pipe 31, and the purpose of precise, comprehensive and water-saving watering is achieved.

Referring to fig. 1, a water supply pipe 3 communicated with all overflow pipes 31 is embedded inside the upper portion of the ramp 1, the water supply pipe 3 is transversely distributed at the upper end of the overflow pipe 31, a water inlet pipe 32 communicated with the inside of the water supply pipe 3 is vertically connected above the water supply pipe 3, a valve 33 is installed on the water inlet pipe 32, the valve 33 is communicated with the inside of the water inlet pipe 32, when the water inlet pipe 32 is connected to a high-pressure water source, the valve 33 is opened to enable high-pressure water to enter the overflow pipe 31 through the water inlet pipe 32 and the water supply pipe 3, further, the soil is broken to be discharged, when the valve 33 is closed, the continuous water supply is stopped to complete glue, the upper half portion of the water inlet pipe 32 penetrates through the outside of the soil of the ramp 1, and the connection with a pipeline of the high-pressure water source through a joint is facilitated.

When the water supply device works, the transverse net 21 and the longitudinal net 22 of the grid net 2 are inserted into soil on the surface of the ramp 1, the whole water supply device is embedded into the surface of the ramp 1, the overflow pipe 31 and the water supply pipe 3 are embedded into the soil along with the grid net 2, then the tail end of the water inlet pipe 32 is connected to a high-pressure water supply device through a joint, the normally closed state of the valve 33 is kept, then plants can be planted in a section formed by the transverse net 21 and the longitudinal net 22 in the separation net, the grid structure and the plants can be used for preventing the soil of the ramp 1 from running off, when water needs to be supplied to the plants in dry weather, the valve 33 is opened, high-pressure water enters the water supply pipe 3 through the water inlet pipe 32 and enters the overflow pipe 31, the water is directly discharged from the overflow holes 311 on the surface of the water supply pipe to the soil at the roots of the plants, the purposes of watering and saving water can be realized, and the water of the plants can be prevented from being accumulated and blocked at the positions of the overflow holes 311 due to the effect of the high-pressure water, the water can be ensured to be smoothly discharged from the overflow holes 311, and the water can be discharged to the outside, and the valve 33 is closed after the water is supplied.

Claims

1. The utility model provides an avoid soil erosion and water loss's slope protection structure, includes graticule mesh (2) of laying on ramp (1), its characterized in that: the grid net (2) is embedded in the soil on the surface of the ramp (1), and the whole isolation net is embedded into the soil of the ramp (1);

the grid (2) consists of a transverse net (21) and a longitudinal net (22) for slope protection, and an interval for planting plants is formed between the transverse net (21) and the longitudinal net (22);

and overflow pipes (31) are attached and fixed to the surfaces of the longitudinal nets (22), the overflow pipes (31) simultaneously penetrate through the transverse nets (21), and overflow holes (311) communicated with the inside of the overflow pipes (31) are uniformly formed in the surfaces of the overflow pipes.

2. The slope protection structure for avoiding water and soil loss according to claim 1, wherein: a water supply pipe (3) is embedded in the upper portion of the ramp (1), the water supply pipe (3) is transversely distributed at the upper tail end of the overflow pipe (31), and the overflow pipe (31) is communicated with the interior of the water supply pipe (3).

3. The slope protection structure for avoiding water and soil loss according to claim 2, wherein: the top of delivery pipe (3) is vertical to be connected with inlet tube (32), and inlet tube (32) and the inside intercommunication of delivery pipe (3), and the first half of inlet tube (32) run through to the outside of ramp (1) soil.

4. The slope protection structure for avoiding water and soil loss according to claim 1, wherein: the diameter of the overflow pipe (31) is smaller than the diameter of the through hole on the surface of the transverse net (21), and the overflow pipe (31) penetrates through the transverse net (21) through the through hole on the surface of the transverse net (21).

5. A slope protection structure for avoiding water and soil loss according to claim 3, wherein: install valve (33) on inlet tube (32), valve (33) and the inside intercommunication of inlet tube (32).