CN223017547U - Green ecological type stacked stone revetment structure - Google Patents

Abstract

The utility model discloses a green ecological type stacked stone bank protection structure, comprising: a levee top road, a first slope, a retaining wall, and a second slope connected in sequence, wherein the second slope is connected to a river channel, and the retaining wall comprises: a base, a stacked seat groove is arranged at the upper end of the base, and fir piles are arranged at intervals on the water side of the base, and cultivation soil and green plants are filled between the fir piles and the base. The green ecological type stacked stone bank protection structure connects the first slope and the second slope through the retaining wall to form a two-level slope structure, and the retaining wall is formed by the base and the fir piles to ensure the stability of the two-level slope structure. At the same time, the base is a stacked structure, which can avoid large-scale wall excavation and intensively save land resources. At the same time, the cultivation soil and green plants optimize the environment to form a water conservation zone, which can effectively control the distribution space of the plant growth zone and has good ecological landscape benefits.

Description

Green ecological type stacked stone revetment structure

Technical Field

The utility model belongs to the technical field of green ecological type folded stone revetment structures, and particularly relates to a green ecological type folded stone revetment structure.

Background

Traditional grouted block stone retaining walls are also gradually being replaced with new generation ecological revetment versions. The construction of various hydraulic engineering produces a great amount of grouted block stone wall blocks, and construction waste is required to be transported and piled to a designated waste residue field, so that the selection and supply difficulty of the waste residue field is increased increasingly.

Disclosure of utility model

The utility model aims to overcome the defects in the prior art, provides a green ecological type pile stone revetment structure, and solves the problems that the existing various hydraulic engineering construction generates a large amount of grouted block stone wall blocks, construction wastes are required to be transported and piled to a specified waste disposal site, and the selection and supply difficulty of the waste disposal site is increased increasingly.

In order to achieve the above object, the present utility model provides a green ecological type stacked stone revetment structure, comprising:

The dam top road, the first slope, the retaining wall and the second slope are sequentially connected, and the second slope is connected with the river channel;

the retaining wall comprises:

the upper end of the base is provided with a piled seat groove;

Fir stake, fir stake spaced arrangement is in the face water side of base, fir stake with fill cultivation soil and green planting between the base.

Optionally, the first slope is connected with the top end of the base, and the second slope is connected with the top end of the fir pile.

Optionally, the first slope comprises a nonwoven geotextile layer, a cultivated soil layer and a cast-in-place greening concrete layer.

Optionally, the first slope has a slope ratio of 1:2.5-1:3.

Optionally, the second slope has a slope ratio of 1:2.5.

Optionally, the base is a poured reinforced concrete base.

Optionally, a landscape stone is arranged in the seat groove.

Optionally, the green plants are aquatic plants.

Optionally, the seat groove is higher than the cultivation soil.

Optionally, a concrete ridge is arranged between the embankment road and the first slope.

The utility model provides a green ecological type stacked stone revetment structure, which has the beneficial effects that:

This green ecological type pile up stone shore protection structure constitutes two-stage slope structure through barricade connection first slope and second slope, constitutes the barricade through base cooperation fir stake, guarantees the stability of two-stage slope structure, and the base is the pile up structure simultaneously, both can avoid the wall body to excavate greatly, but intensive saving land resource again, cultivates soil and green planting optimization environment simultaneously, forms the water source and supports the area, can effectively control vegetation area distribution space, has better ecological landscape benefit again.

Additional features and advantages of the utility model will be set forth in the detailed description which follows.

Drawings

The foregoing and other objects, features and advantages of the utility model will be apparent from the following more particular descriptions of exemplary embodiments of the utility model as illustrated in the accompanying drawings wherein like reference numbers generally represent like parts throughout the exemplary embodiments of the utility model.

Fig. 1 shows a schematic structural view of a green ecological type stacked stone revetment structure according to an embodiment of the present utility model.

Reference numerals illustrate:

1. The road on the embankment top, 2, a first slope, 3, a second slope, 4, a base, 5, a seat groove, 6, fir piles and 7, a concrete grid ridge.

Detailed Description

Preferred embodiments of the present utility model will be described in more detail below. While the preferred embodiments of the present utility model are described below, it should be understood that the present utility model may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the utility model to those skilled in the art.

As shown in fig. 1, a green ecological type stacked stone revetment structure includes:

the river channel is characterized by comprising a dike top road 1, a first slope 2, a retaining wall and a second slope 3 which are connected in sequence, wherein the second slope 3 is connected with the river channel;

The retaining wall includes:

the upper end of the base 4 is provided with a piled seat groove 5;

Fir stake 6, fir stake 6 spaced arrangement is in the face water side of base 4, fills cultivation soil and green planting between fir stake 6 and the base 4.

Specifically, constitute two-stage slope structure through barricade connection first slope 2 and second slope 3, constitute the barricade through base 4 cooperation fir stake 6, guarantee two-stage slope structure's stability, base 4 is the pile structure simultaneously, both can avoid the wall body to excavate greatly, can intensive saving land resource again, cultivate soil and green planting optimization environment simultaneously, form the water source and support the area, can effectively control vegetation area distribution space, have better ecological landscape benefit again.

Furthermore, the fir pile 6 is paved during construction, so that the base 4 is prevented from constructing the hard second slope 3, and the construction method is suitable for reconstruction construction of the whole first-stage slope.

In this embodiment, the first slope 2 is connected to the top end of the base 4, and the second slope 3 is connected to the top end of the fir pile 6.

Specifically, a stepped structure is formed between the first slope 2 and the second slope 3 through the retaining wall, and the environment is beautified while the water level identification is improved.

In this embodiment, the first slope 2 comprises a nonwoven geotextile layer, a cultivated soil layer and a cast-in-place greening concrete layer.

Specifically, the non-woven geotextile layer, the cultivated soil layer and the cast-in-situ greening concrete layer are used for facilitating plant growth, the water source conservation belt is matched to form a whole.

In this embodiment, the slope ratio of the first slope 2 is 1:2.5-1:3.

Specifically, a suitable slope ratio is designed as needed.

Further, a proper fluctuation interval is set to adapt to the reconstruction of the whole slope.

In this embodiment, the slope ratio of the second slope 3 is 1:2.5.

In this embodiment, the foundation 4 is a poured reinforced concrete foundation.

Specifically, the reinforced concrete base is poured to ensure the base 4 to be solid and stable.

In this embodiment, a landscape stone is provided in the seat groove 5.

In this embodiment, the green plants are aquatic plants.

Specifically, the aquatic plant is used as a water source conservation belt.

In this embodiment, the housing 5 is higher than the cultivation soil.

Specifically, constitute ladder structure and distinguish first slope 2 and second slope 3, avoid second slope 3 landing to bury the cultivation intraductal plant through seat groove 5.

In this embodiment, a concrete ridge 7 is provided between the dike top road 1 and the first slope 2.

Specifically, the water and soil flow is demarcated and restricted by the concrete ridge 7.

When the green ecological type stacked stone revetment structure is used, the bank slope of the river reach with the current municipal road on the top of the embankment and flood control is treated as an example,

Two-stage side slopes are adopted, and a retaining wall is arranged in the middle. The second slope 3 of the lower side adopts a natural slope which is slower than 1:3. The middle is reconstructed to construct a retaining wall, a reinforced concrete base is poured after the shallow layer of the river slope is excavated, the waste material is removed to pile and build a stone wall body, the top of the wall body adopts a seat groove structure, and landscape yellow stones are piled up, so that the large excavation of the wall body can be avoided, and the land resources can be saved;

The water side of the retaining wall is provided with a field planting fir pile 6, aquatic green plants are arranged at the platform, the slope ratio of the first slope 2 at the upper side is 1:2.5-1:3, cast-in-situ greening concrete slope protection is adopted, soil is paved and planted at the lower side, and shrubs and turf are planted.

1. Pouring a reinforced concrete base after shallow excavation of the river slope, building a block stone wall body by utilizing demolishing waste material piling, and stacking landscape yellow stones by adopting a seat groove structure at the top of the wall body. The method can avoid large excavation of the wall, can save land resources intensively, has small slope disturbance, is low-carbon and environment-friendly, and is particularly suitable for bank slope remediation of river reach with current municipal roads on the embankment tops and flood control.

2. The construction difficulty of the folded stone revetment is small, the pollution to the surrounding environment is small, the application is wide, the structural stability is good, and the safety and the reliability are high;

3. good hydrophilicity, beautiful and comfortable appearance, good compatibility with peripheral landscapes, the river channel self-cleaning capability is strong, and the river channel self-cleaning device has certain popularization and application values.

The foregoing description of embodiments of the utility model has been presented for purposes of illustration and description, and is not intended to be exhaustive or limited to the embodiments disclosed. Many modifications and variations will be apparent to those of ordinary skill in the art without departing from the scope and spirit of the various embodiments described.

Claims (10)

1. The utility model provides a green ecological formula pile of stone shore protection structure which characterized in that includes:

The dam top road, the first slope, the retaining wall and the second slope are sequentially connected, and the second slope is connected with the river channel;

the retaining wall comprises:

the upper end of the base is provided with a piled seat groove;

Fir stake, fir stake spaced arrangement is in the face water side of base, fir stake with fill cultivation soil and green planting between the base.

2. The green ecological stone revetment structure according to claim 1, wherein said first slope is connected to a top end of said base and said second slope is connected to a top end of said fir pile.

3. The green ecological laminated stone revetment structure of claim 1, wherein the first slope comprises a nonwoven geotextile layer, a cultivated soil layer, and a cast-in-place greening concrete layer.

4. The green ecological laminated stone revetment structure according to claim 1, wherein the first slope has a slope ratio of 1:2.5-1:3.

5. The green ecological laminated stone revetment structure according to claim 1, wherein the slope ratio of the second slope is 1:2.5.

6. The green ecological laminated stone revetment structure according to claim 1, wherein said foundation is a poured reinforced concrete foundation.

7. The green ecological type stacked stone revetment structure according to claim 1, wherein landscape stones are arranged in the seat grooves.

8. The green ecological laminated stone revetment structure according to claim 1, wherein the green plants are aquatic plants.

9. The green ecological laminated stone revetment structure according to claim 1, wherein the seat groove is higher than the cultivation soil.

10. The green ecological type stacked stone revetment structure according to claim 1, wherein a concrete ridge is arranged between the embankment top road and the first slope.