CN214363534U

CN214363534U - Sinking type rainwater garden with steep slope structure

Info

Publication number: CN214363534U
Application number: CN202023037366.6U
Authority: CN
Inventors: 高昕; 姜驭东; 王磊; 杜月
Original assignee: Huai'an Municipal Design And Research Institute Co ltd
Current assignee: Huai'an Municipal Design And Research Institute Co ltd
Priority date: 2020-12-17
Filing date: 2020-12-17
Publication date: 2021-10-08
Anticipated expiration: 2030-12-17

Abstract

The utility model provides a sunken rain garden with a steep slope structure, which comprises an original soil leveling layer; a gravel layer is fixedly laid at the bottom of the original soil leveling layer; a sand layer is fixedly laid on the top of the gravel layer, and the top of the sand layer is also laid with a Filling layer; a planting soil layer is laid on the top of the filling layer; a layer of bark layer is covered on the top of the planting soil layer, and the top of the bark layer is an aquifer layer; the outer side of the original soil leveling layer is arranged in a ring and fixedly installed There are permeable bricks, and warning signs are fixedly installed on the top of the permeable bricks; fir piles are arranged at equal distances on the original soil leveling layer, and permeable geotextiles are fixedly installed on one side of the fir piles. The setting of fir piles and permeable geotextiles is beneficial to improve the firmness of the steep slope of the rain garden. The permeable geotextiles connected to the outside of the fir piles and the permeable geotextiles of the original soil leveling layer do not affect the water flow and can effectively prevent the Soil flow and landslide, through the overflow of the permeable geotextile to further prevent landslides on steep slopes.

Description

Sinking type rainwater garden with steep slope structure

Technical Field

The utility model belongs to the technical field of the rainwater garden, more specifically says, in particular to formula of sinking rainwater garden of abrupt slope structure.

Background

The rainwater garden is a naturally formed or artificially excavated shallow-recessed green land, and is used for gathering and absorbing rainwater from a roof or the ground, purifying the rainwater through the combined action of plants and sand, gradually infiltrating the rainwater into soil, conserving underground water, or supplementing urban water such as landscape water and toilet water. The rain flood control and rain water utilization facility is ecologically sustainable, and a conventional sunken rain water garden or a sunken green land can be made into a gentle slope form if the green land area is large.

Based on the above, the present inventors found that the following problems exist in use: when the existing sunken rainwater garden is arranged in a sponge city, the downward concave depth side slope is steep due to the limitation of the area of the city region, and the landslide phenomenon easily occurs on the original soil leveling layer, so that the attractiveness of the rainwater garden is influenced.

Therefore, in view of the above, research and improvement are made on the existing structure and defects, and a sunken rainwater garden with a steep slope structure is provided, so as to achieve the purpose of higher practical value.

SUMMERY OF THE UTILITY MODEL

In order to solve the technical problem, the utility model provides a formula of sinking rainwater garden of abrupt slope structure to the rainwater garden setting of solving current formula of sinking is when the sponge city, and because of the concave degree of depth side slope of the area restriction in urban area can be very steep, and landslide phenomenon appears easily in the native leveling course, influences the pleasing to the eye problem of rainwater garden.

The purpose and the efficacy of the sinking rainwater garden with the steep slope structure are achieved by the following concrete technical means:

a sinking rainwater garden with a steep slope structure comprises an original soil leveling layer; a gravel layer is fixedly paved at the bottom of the original soil leveling layer; a sand layer is fixedly laid on the top of the gravel layer, and a packing layer is further laid on the top of the sand layer; a planting soil layer is laid on the top of the packing layer; the top of the planting soil layer is provided with a bark layer in a coating manner, and the top of the bark layer is a water storage layer; the outer side of the raw soil leveling layer is annularly arranged and fixedly provided with water permeable bricks, and the tops of the water permeable bricks are fixedly provided with warning boards; fir piles are arranged on the original soil leveling layer at equal intervals, and permeable geotextiles are fixedly arranged on one sides of the fir piles; the inner side of the original soil leveling layer is fixedly provided with permeable geotextile; two sides of the original soil leveling layer are embedded with an overflow port, and the overflow ports penetrate through and extend out of the outer side of the permeable geotextile; a water seepage plate is fixedly arranged in the gravel layer, and a pipeline is fixedly arranged at the bottom of the water seepage plate; the pipeline is fixedly connected with the water storage tank.

Furthermore, the inside cavity that is provided with of infiltration board, this cavity top equidistance are provided with the infiltration mouth, and the inside equidistance of cavity is provided with the drainage post, and every drainage post in the infiltration board corresponds an infiltration mouth.

Furthermore, a circle of annular groove is formed in one third of the top of the cedar pile, and the depth of the cedar pile embedded into the original soil leveling layer is twice of the length of the cedar pile exposed.

Further, open fir stake one side has a breach groove, and this breach groove equidistance is provided with the circular cone arch, and the rectangular channel has been seted up to fir stake opposite side, and this rectangular channel bottom equidistance is provided with three cylinders, and the geotechnological cloth that permeates water of fir stake one side can laminate in the breach inslot portion of fir stake, and the geotechnological cloth one end that permeates water of former native levelling blanket inboard can imbed inside the rectangular channel.

Furthermore, the water permeable bricks are spliced into a stop block with an L-shaped section on the original soil leveling layer, and one side of the fir-tree pile is also provided with a short shrub to shield the exposed fir-tree pile.

Compared with the prior art, the utility model discloses following beneficial effect has:

the arrangement of fir stake and the geotechnological cloth that permeates water is favorable to improving the fastness of rainwater garden abrupt slope, and fir stake embedding former native soil leveling blanket inside can strengthen the intensity of former soil, connects the geotechnological cloth that permeates water on the geotechnological cloth and the former native leveling blanket in the fir stake outside, when not influencing rivers and flowing, can effectually prevent that former soil from flowing and causing the landslide to collapse, and the gap that passes the geotechnological cloth that permeates water further improves the abrupt slope and prevents the landslide phenomenon.

The setting of infiltration brick and warning sign, the dog that the brick that permeates water splices for the cross-section is L shape at native leveling layer, reminds the pedestrian through the warning sign, prevents to slide from the abrupt slope when the pedestrian watches the rainwater garden, the effectual incidence that reduces rainwater garden accident.

Drawings

Fig. 1 is a schematic view of the structure of the present invention.

Fig. 2 is a schematic top view of the present invention.

Fig. 3 is a schematic view of the structure of the fir-wood pile and the permeable geotextile.

Fig. 4 is a schematic side sectional structure view of the inner structure of the water seepage plate of the present invention.

In the drawings, the corresponding relationship between the component names and the reference numbers is as follows:

1. leveling the original soil; 2. a gravel layer; 3. a sand layer; 4. a filler layer; 5. planting a soil layer; 6. a bark layer; 7. a aquifer; 8. water permeable bricks; 9. a warning board; 10. a fir wood pile; 11. water-permeable geotextile; 12. an overflow port; 13. a water seepage plate; 14. a pipeline; 15. and (7) a water reservoir.

Detailed Description

The following describes embodiments of the present invention in further detail with reference to the accompanying drawings and examples. The following examples are intended to illustrate the invention, but are not intended to limit the scope of the invention.

In the description of the present invention, "a plurality" means two or more unless otherwise specified; the terms "upper", "lower", "left", "right", "inner", "outer", "front", "rear", "head", "tail", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are merely for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," "third," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.

In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "connected" and "connected" are to be interpreted broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; may be directly connected or indirectly connected through an intermediate. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.

Example (b):

as shown in figures 1 to 4:

the utility model provides a sunk rainwater garden with a steep slope structure, which comprises an original soil leveling layer 1; a gravel layer 2 is fixedly paved at the bottom of the original soil leveling layer 1; a sand layer 3 is fixedly laid on the top of the gravel layer 2, and a packing layer 4 is further laid on the top of the sand layer 3; a planting soil layer 5 is laid on the top of the packing layer 4; a tree cortex layer 6 is arranged on the top of the planting soil layer 5 in a coating manner, and a water storage layer 7 is arranged on the top of the tree cortex layer 6; the outer side of the raw soil leveling layer 1 is fixedly provided with water permeable bricks 8 in an annular arrangement manner, and the tops of the water permeable bricks 8 are fixedly provided with warning boards 9; fir piles 10 are arranged on the original soil leveling layer 1 at equal intervals, and one side of each fir pile 10 is fixedly provided with a permeable geotextile 11; the inner side of the original soil leveling layer 1 is fixedly provided with a permeable geotextile 11; two sides of the original soil leveling layer 1 are embedded with an overflow gap 12, and the overflow gap 12 penetrates through and extends out of the outer side of the permeable geotextile 11; a water seepage plate 13 is fixedly arranged in the gravel layer 2, and a pipeline 14 is fixedly arranged at the bottom of the water seepage plate 13; the pipe 14 is fixedly connected with a water reservoir 15.

Wherein, infiltration board 13 is inside to be provided with the cavity, and this cavity top equidistance is provided with the infiltration mouth, and the inside equidistance of cavity is provided with the drainage post, and every drainage post in infiltration board 13 corresponds an infiltration mouth, and the drainage post can prevent to further strengthen infiltration efficiency under the condition that the infiltration hole blockked up.

Wherein, the one third department in the top of cedar stake 10 is provided with a round of ring channel, and the degree of depth that the cedar stake 10 imbeds in native leveling blanket 1 is twice of the length of exposing cedar stake 10, and the ring channel on the cedar stake 10 is convenient for confirm the cedar stake 10 embedding degree of depth.

Wherein, open fir stake 10 one side has a breach groove, this breach groove equidistance is provided with the circular cone arch, the rectangular channel has been seted up to fir stake 10 opposite side, this rectangular channel bottom equidistance is provided with three cylinders, 10 one side of fir stake permeate water geotechnological cloth 11 can laminate in the breach inslot portion of

fir stake

10, 11 one end of the geotechnological cloth that permeates water of 1 inboard in former native leveling course can imbed inside the rectangular channel, the circular cone arch and the cylinder cooperation in the rectangular channel through the breach groove respectively, effectually prevent that the soil property from flowing and leading to the abrupt slope to sink.

The water permeable bricks 8 are spliced into the blocks with L-shaped sections on the original soil leveling layer 1, the exposed fir piles 10 are shielded by low shrubs arranged on one sides of the fir piles 10, the water permeable bricks 8 and the warning boards 9 slide down from a steep slope when a pedestrian watches a rainwater garden, and meanwhile, the arrangement of the low shrubs can increase the landscape effect of the garden.

The specific use mode and function of the embodiment are as follows:

in the utility model, the gravel layer 2, the sand layer 3 and the packing layer 4 can effectively filter and decontaminate rainwater and doped pollutants, part of the filtered rainwater can flow into the water seepage plate 13 arranged inside the gravel layer 2 and then flow into the water storage tank through the pipeline 14 connected with the bottom of the water seepage plate 13 to provide water sources for urban landscape water, tree irrigation, sanitation water and the like, the fir pile 10 is embedded into the original soil leveling layer 1 to enhance the strength of the original soil, the permeable geotextile 11 connected outside the fir pile 10 and the permeable geotextile 11 on the original soil leveling layer 1 can effectively prevent the landslide caused by the original soil flow while not influencing the rainwater flow, the overflow port 12 passing through the permeable geotextile 11 further improves the effect of preventing the steep slope from sinking, the low shrubs arranged on one side of the fir pile 10 can increase the beautiful effect of the rainwater garden, the permeable brick 8 arranged outside the rainwater garden is matched with the warning board 9 to prevent the pedestrian from slipping from the steep slope when viewing the rainwater garden.

The embodiments of the present invention have been presented for purposes of illustration and description, and are not intended to be exhaustive or limited to the invention in the form disclosed. Many modifications and variations will be apparent to those of ordinary skill in the art. The embodiment was chosen and described in order to best explain the principles of the invention and the practical application, and to enable others of ordinary skill in the art to understand the invention for various embodiments with various modifications as are suited to the particular use contemplated.

Claims

1. A sunken rain garden with a steep slope structure is characterized in that: comprising an original soil leveling layer (1); a gravel layer (2) is fixedly laid at the bottom of the original soil leveling layer (1); the gravel layer (2) A sand layer (3) is fixedly laid on the top, and a filler layer (4) is also laid on the top of the sand layer (3); a planting soil layer (5) is laid on the top of the packing layer (4); the planting soil layer (5) ) A layer of bark layer (6) is provided in the top covering type, and the top of the bark layer (6) is a water storage layer (7); , and a warning sign (9) is fixedly installed on the top of the permeable brick (8); the original soil leveling layer (1) is equidistantly provided with fir stakes (10), and one side of the fir stakes (10) is fixedly installed with permeable geotextiles (11); a permeable geotextile (11) is fixedly installed on the inner side of the original soil leveling layer (1); an overflow port (12) is embedded and installed on both sides of the original soil leveling layer (1), and the overflow port ( 12) Passing through and extending out of the outer side of the permeable geotextile (11); a water seepage plate (13) is fixedly installed inside the gravel layer (2), and a pipeline (14) is fixedly installed at the bottom of the water seepage plate (13); the pipeline (14) is fixedly connected with the reservoir (15).

2. The sunken rain garden of a steep slope structure according to claim 1, characterized in that: the water seepage plate (13) is provided with a cavity inside, the top of the cavity is provided with water seepage openings at equal distances, and the inside of the cavity is equally spaced. A drainage column is provided, and each drainage column inside the water seepage plate (13) corresponds to a water seepage port.

3. The sunken rain garden of a steep slope structure according to claim 1, characterized in that: a ring-shaped groove is provided at the top third of the fir piles (10), and the fir piles (10) are embedded in the original soil leveling layer The depth of (1) is twice the length of the exposed fir stake (10).

4. The sunken rain garden of the steep slope structure according to claim 1, is characterized in that: one side of the fir stake (10) is provided with a notch groove, and the notch groove is provided with conical protrusions at equal distances, and the fir stake (10). 10) The other side is provided with a rectangular groove, the bottom of the rectangular groove is provided with three cylinders at equal distances, and the permeable geotextile (11) on one side of the fir pile (10) can be fitted inside the gap groove of the fir pile (10). One end of the permeable geotextile (11) on the inner side of the leveling layer (1) can be embedded in the rectangular groove.

5. The sunken rain garden of a steep slope structure according to claim 1, characterized in that: the permeable bricks (8) are spliced in the original soil leveling layer (1) to form a block with an L-shaped cross-section, and the permeable bricks (8) are spliced into an L-shaped block in the original soil leveling layer (1). ) side is also provided with low shrubs to shield the exposed fir stakes (10).