CN211498724U - Prevent ecological bank protection of ponding view - Google Patents

Prevent ecological bank protection of ponding view Download PDF

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Publication number
CN211498724U
CN211498724U CN201920872072.3U CN201920872072U CN211498724U CN 211498724 U CN211498724 U CN 211498724U CN 201920872072 U CN201920872072 U CN 201920872072U CN 211498724 U CN211498724 U CN 211498724U
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domatic
infiltration
soil
bank protection
slope
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朱玉洁
陈晶茹
王楠楠
孙丹玫
乔雨轩
葛鈜晔
林睿羽
王敏华
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Fujian Agriculture and Forestry University
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Fujian Agriculture and Forestry University
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Abstract

The utility model relates to an ecological bank protection technical field specifically is an ecological bank protection of ponding prevention view, including domatic, domatic toe department is provided with strip vegetation groove, has laid a plurality of infiltration pipes on the domatic, infiltration pipe from the slope up downwardly extending and let in the drainage canal, infiltration pipe's periphery is filled and is wrapped up and has been covered a layer of fine sand bed, domatic surface is spread a layer soil horizon, infiltration pipe buries underground in the soil horizon, three-dimensional net has been laid on the surface of soil horizon, three-dimensional net's surface is laid and is planted the matrix layer and plant, vegetation groove and plant the matrix layer and all plant and irritate grass; the utility model is suitable for a slope 75 degrees above, the high steep rock matter side slope of easy soil erosion and water loss can realize the view and give a new lease of life in the stable side slope.

Description

Prevent ecological bank protection of ponding view
Technical Field
The utility model relates to an ecological bank protection technical field specifically is an prevent ecological bank protection of ponding view.
Background
In areas with frequent rainstorm in subtropics, the areas have high rainfall capacity and high rainfall intensity, so that the urban seasonal waterlogging and rain pollution treatment problems are faced. With the rapid development of urbanization, a large amount of greenbelt is replaced by impervious underlying surfaces, so that the rainfall absorbing capacity of cities is weakened, the rainfall runoff of the cities is converged in a short time, local urban inland inundation and water body non-point source pollution events are caused, the runoff water body is directly converged into rivers and lakes, the problems of water body eutrophication and the like are caused, and the relatively fragile ecological environment of the cities is further damaged.
SUMMERY OF THE UTILITY MODEL
The application provides an ecological bank protection of ponding prevention view to solve the above-mentioned problem.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides an ecological bank protection of ponding prevention view, includes domaticly, domatic toe department is provided with the strip groove of growing of planting, it oozes the calandria to have a plurality of roots of seting on domatic, it is by inclining upward slope downwardly extending and let in the ditch to ooze the calandria, it has the thin sand bed of one deck to fill the parcel to ooze the periphery of calandria, domatic surface is spread one deck soil horizon, it buries underground in the soil horizon to ooze the calandria, three-dimensional net has been laid on the surface of soil horizon, the surface of three-dimensional net has been laid and is planted the planting matrix layer, plant the groove with it irritates the grass to plant all.
Preferably, the slope surface is a slope surface with an inclination degree larger than 75 degrees and a smooth surface.
Preferably, the outer diameter of the seepage and drainage pipe is 15-20cm, pores capable of seeping water are densely arranged on the side wall of the seepage and drainage pipe, and a plurality of drainage holes are formed in the seepage and drainage pipe.
Preferably, the top of the seepage and drainage pipe is provided with an arc-shaped groove, the top of the seepage and drainage pipe is provided with a furrow on the surface of the soil layer, and the furrow corresponds to the longitudinal position of the arc-shaped groove.
Preferably, the thickness of the planting matrix layer is 20-30cm, and the planting matrix layer is formed by mixing soil, fertilizer, binding materials, organic matters and plant seeds.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model is suitable for a slope 75 degrees above, the high steep rock matter side slope of easy soil erosion and water loss can realize the reconstruction of view environment in the stable side slope.
By arranging the seepage and drainage pipe, rainwater filtered by the fine sand layer permeates into the seepage and drainage pipe and then is quickly drained into the drainage channel through the drainage hole, soil is not impacted to cause water and soil loss in the drainage process due to seepage and collection, and moisture in the soil continuously flows away due to the dark drainage effect of the seepage and drainage pipe, so that the soil is not easy to form a rainwater saturation state and surface runoff is not easy to form;
the planting of the shrubs in the slope toe planting grooves is beneficial to reinforcing the slope toe on one hand, and is beneficial to coordinating and beautifying the relationship between the road and the surrounding environment on the other hand, so that the landscape environment is reproduced;
by combining the planting matrix layer and the three-dimensional net, the fitting degree of the three-dimensional net and the slope surface is improved, water and soil of the mountain are well kept, water and soil loss of the mountain is reduced, nutrient-rich substances in soil are cleared up to a certain degree, the survival rate of plants on the exposed mountain side slope is improved, the effects of intercepting natural rainwater and surface runoff, keeping water and soil and conserving water sources are achieved, and the stability and the landscape of the side slope are improved.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is a cross-sectional view of the middle seepage drainage pipe of the utility model.
In the drawings, the reference numerals denote the following components:
1-slope surface, 2-three-dimensional net, 3-plant growth groove, 4-drainage channel, 5-soil layer, 6-furrow, 7-seepage pipe, 8-drainage hole, 9-arc groove, 10-fine sand layer, 11-grass irrigation and 12-planting matrix layer.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.
Referring to fig. 1-2, the utility model provides a technical solution for ecological slope protection of water-retention landscape: an ecological slope protection for a water accumulation prevention landscape comprises a slope surface 1, wherein the slope surface 1 is a slope surface with an inclination larger than 75 degrees and a smooth surface, a strip-shaped vegetation groove 3 is arranged at the slope foot of the slope surface 1, a plurality of infiltration pipes 7 are arranged on the slope surface 1, the infiltration pipes 7 are formed by pouring sand-free concrete, the infiltration pipes 7 extend downwards from an inclined angle and are led into a drainage channel 4, a fine sand layer 10 is filled and wrapped at the periphery of the infiltration pipes 7, a soil layer 5 is paved on the surface of the slope surface 1, the infiltration pipes 7 are buried in the soil layer 5, a three-dimensional net 2 is paved on the surface of the soil layer 5, the three-dimensional net 2 can be paved with wire nets or high-strength plastic three-dimensional geotechnical nets of different types according to the specific situation of a side slope, a planting matrix layer 12 is paved on the surface of the three-dimensional net 2, grass 11 is planted on the vegetation groove 3 and the planting matrix layer 12, The flower and shrub with dense branches and leaves, short and small plant shape and soft color are planted.
Furthermore, the outer diameter of the seepage and drainage pipe 7 is 15-20cm, pores capable of seeping water are densely arranged on the side wall of the seepage and drainage pipe 7, and a plurality of drainage holes 8 are formed in the seepage and drainage pipe 7; through setting up infiltration bank of tubes 7, make the rainwater after the filtration of fine sand bed 10 permeate in infiltration bank of tubes 7, then discharge into drainage channel 4 fast through wash port 8 in, the drainage process is collected owing to adopt the infiltration, can not assault soil and cause soil erosion and water loss, and owing to infiltration bank of tubes 7's dark row effect, moisture constantly flows away in the soil, and soil is difficult to form the rainwater saturated state, is difficult for forming the surface runoff.
Further, the top of the seepage and drainage pipe 7 is provided with an arc-shaped groove 9, the surface of the top soil layer 5 is provided with a furrow 6, and the furrow 6 corresponds to the longitudinal position of the arc-shaped groove 9; during rainfall, the setting of furrow 6 can play certain water trap effect, makes the moisture that is close to near soil of furrow 6 more, and the setting of infiltration row pipe 7 top arc wall 9 then can play the effect of holding water, and the longitudinal position of furrow 6 and arc wall 9 is corresponding easily rivers to the arc wall 9 in the furrow 6 to discharge from infiltration row pipe 7.
Further, the thickness of the planting substrate layer 12 is 20-30cm, and the planting substrate layer 12 is formed by mixing soil, fertilizer, binding materials, organic matters and plant seeds, wherein the plant seeds are seeds of rural trees with barren resistance, strong adaptability and developed root systems; the device can eliminate nutrient-rich substances in soil to a certain extent, improve the survival rate of plants on bare mountain side slopes, reduce water and soil loss through fixing plant root systems, and improve the stability and landscape of the side slopes.
The working principle is as follows:
during rainfall, rainwater in the soil is filtered by the fine sand layer 10 and then permeates into the seepage and drainage pipe 7, and is quickly drained into the drainage channel 4 through the drainage hole 8, so that water in the soil continuously flows away, the soil is not easy to form a rainwater saturation state, and surface runoff is not easy to form;
the planting of the shrubs and grasses 11 in the slope toe vegetation grooves 3 is beneficial to reinforcing the slope toe on one hand, and is beneficial to coordinating and beautifying the relationship between the road and the surrounding environment on the other hand, and landscape reconstruction is realized;
through the combination of the planting substrate layer 12 and the three-dimensional net 2, the degree of attachment of the three-dimensional net 2 and the slope surface is improved, water and soil of the mountain are well kept, water and soil loss of the mountain is reduced, nutrient-rich substances in the soil are eliminated to a certain degree, the survival rate of plants on the exposed mountain side slope is improved, natural rainwater and surface runoff are intercepted, water and soil and water source conservation are achieved, and the stability and landscape of the side slope are improved.
In the description herein, references to the description of "one embodiment," "an example," "a specific example," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical applications, to thereby enable others skilled in the art to best understand the invention for and utilize the invention. The present invention is limited only by the claims and their full scope and equivalents.

Claims (4)

1. The utility model provides an ecological bank protection of ponding prevention view, includes domatic (1), its characterized in that, the toe department of domatic (1) is provided with strip vegetation groove (3), it has a plurality of infiltration pipes (7) to put on domatic (1), infiltration pipe (7) by inclining upward slope downwardly extending and let in drainage canal (4), the periphery of infiltration pipe (7) is filled and is covered the parcel and has one deck fine sand layer (10), domatic (1) surface is laid one deck soil horizon (5), infiltration pipe (7) bury underground in soil horizon (5), three-dimensional net (2) have been laid on the surface of soil horizon (5), plant matrix layer (12) have been laid on the surface of three-dimensional net (2), vegetation groove (3) with it irritates grass (11) all to plant on planting matrix layer (12).
2. The ecological bank protection of ponding prevention landscape of claim 1, characterized in that: slope surface (1) is slope surface with inclination larger than 75 degrees and smooth surface cleaning.
3. The ecological bank protection of ponding prevention landscape of claim 1, characterized in that: the outer diameter of the seepage and drainage pipe (7) is 15-20cm, pores capable of seeping water are densely arranged on the side wall of the seepage and drainage pipe, and a plurality of drainage holes (8) are formed in the seepage and drainage pipe (7).
4. The ecological bank protection of ponding prevention landscape of claim 3, characterized in that: the top of the infiltration row pipe (7) is provided with an arc-shaped groove (9), the top is provided with a furrow (6) on the surface of the soil layer (5), and the furrow (6) corresponds to the longitudinal position of the arc-shaped groove (9).
CN201920872072.3U 2019-06-11 2019-06-11 Prevent ecological bank protection of ponding view Active CN211498724U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920872072.3U CN211498724U (en) 2019-06-11 2019-06-11 Prevent ecological bank protection of ponding view

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Application Number Priority Date Filing Date Title
CN201920872072.3U CN211498724U (en) 2019-06-11 2019-06-11 Prevent ecological bank protection of ponding view

Publications (1)

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CN211498724U true CN211498724U (en) 2020-09-15

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117730657A (en) * 2024-02-20 2024-03-22 山东科技大学 High steep rock slope ground border reconstruction matrix backfill equipment

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117730657A (en) * 2024-02-20 2024-03-22 山东科技大学 High steep rock slope ground border reconstruction matrix backfill equipment
CN117730657B (en) * 2024-02-20 2024-05-03 山东科技大学 High steep rock slope ground border reconstruction matrix backfill equipment

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