CN216275760U

CN216275760U - Anti-scouring soil stabilization structure for rock-soil slope

Info

Publication number: CN216275760U
Application number: CN202122312211.7U
Authority: CN
Inventors: 孟文强; 刘新伟; 杨艳
Original assignee: Individual
Current assignee: Individual
Priority date: 2021-09-23
Filing date: 2021-09-23
Publication date: 2022-04-12
Anticipated expiration: 2031-09-23

Abstract

The application discloses an anti-scouring soil stabilization structure for a rock-soil slope, which comprises a soil layer and a soil stabilization mechanism; the soil fixing mechanism comprises a soil fixing layer, a plurality of planting grooves are fixedly formed in the soil fixing layer, two planting layers are fixedly arranged in the planting grooves, a nutrition layer is fixedly arranged between the two planting layers, a reinforcing layer is fixedly arranged at the top end of the soil fixing layer, an opening is fixedly formed in the position, located at the planting groove, of the reinforcing layer, and the bottom of each planting groove is lapped with the top of the diversion trench. The stability of the soil is improved by planting green plants on the soil stabilization layer. This application is provided with a plurality of planting grooves through solid soil layer in, planting green planting in planting the inslot, is provided with two-layer planting layer in planting the slot, through two-layer planting interlayer fixation be equipped with the nutrition layer, the green growth of planting of being convenient for, when planting the inslot moisture when more, moisture gets into first gutter through the diversion ditch in, the slope of second gutter through first gutter both ends sets up the department and flows down, prevents that green planting moisture is too much mashed root.

Description

Anti-scouring soil stabilization structure for rock-soil slope

Technical Field

The application relates to the field of rock-soil slopes, in particular to an anti-scouring soil stabilization structure for rock-soil slopes.

Background

Rock and soil are generally called from the engineering and construction viewpoint as any kind of rock and soil composing the earth crust, and the rock and soil can be subdivided into five major categories of hard rock, second hard rock, soft weak connection, loose and non-connection and special components, structures, states and properties, wherein the first two categories are called rock and the last three categories are called soil and are generally called 'rock and soil'.

Sometimes, soil erosion of the rock-soil slope surface causes water and soil loss under rain erosion, so that the slope surface structure is damaged, and the anti-erosion capability of the rock-soil slope surface is reduced. Therefore, the anti-scouring soil stabilization structure for the rock-soil slope is provided aiming at the problems.

Disclosure of Invention

The anti-scour soil-fixing structure for the rock-soil slope is provided in the embodiment and used for solving the problem of low anti-scour capability of the rock-soil slope in the prior art.

According to one aspect of the application, an anti-scouring soil stabilization structure for a rock-soil slope is provided, which comprises a soil layer and a soil stabilization mechanism;

the soil fixing mechanism comprises a soil fixing layer, a plurality of planting grooves are fixedly formed in the soil fixing layer, two planting layers are fixedly arranged in the planting grooves, a nutrition layer is fixedly arranged between the planting layers, an enhancement layer is fixedly arranged at the top end of the soil fixing layer and is located at the planting grooves, openings are fixedly formed in the bottom of the planting grooves and are lapped with the top of the diversion trench, the left end of the diversion trench is fixedly arranged on the first drainage trench, and the first drainage trench is fixedly arranged on the soil fixing layer.

Further, the equal fixedly connected with second escape canal in first escape canal both ends, the second escape canal is the slope setting.

Furthermore, a stone layer is fixedly arranged at the top end of the soil layer, a buffer layer is fixedly arranged at the top end of the stone layer, and a soil blocking layer is fixedly arranged at the top end of the buffer layer.

Further, the stone layer is laid by cobblestones.

Further, keep off the soil layer through a plurality of first racks and second rack cross fixation, first rack and second rack space department are equipped with the packing check.

Further, the thickness of the stone layer is 0.5m, the thickness of the buffer layer is 0.3m, and the thickness of the retaining layer is 0.6 m.

Through the embodiment of the application, the soil fixing mechanism is adopted, the problem that the anti-scouring capability of the rock-soil slope is low is solved, and the protection capability of the rock-soil slope is improved.

Drawings

In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present application, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without inventive exercise.

FIG. 1 is a schematic overall perspective view of an embodiment of the present application;

FIG. 2 is a schematic diagram of the overall internal structure of an embodiment of the present application;

FIG. 3 is a schematic view of an inner structure of a soil retaining layer according to an embodiment of the present invention;

fig. 4 is a schematic diagram of a partial enlarged structure at a in fig. 2 according to an embodiment of the present application.

In the figure: 1. soil horizon, 2, stone layer, 3, buffer layer, 4, soil retaining layer, 5, solid soil horizon, 6, first gutter, 7, enhancement layer, 8, gutter, 9, packing check, 10, first rack, 11, second rack, 12, planting layer, 13, nutrition layer, 14, planting groove, 15, opening, 16, second gutter.

Detailed Description

In order to make the technical solutions better understood by those skilled in the art, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only partial embodiments of the present application, but not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.

It should be noted that the terms "first," "second," and the like in the description and claims of this application and in the drawings described above are used for distinguishing between similar elements and not necessarily for describing a particular sequential or chronological order. It should be understood that the data so used may be interchanged under appropriate circumstances such that embodiments of the application described herein may be used. Furthermore, the terms "comprises," "comprising," and "having," and any variations thereof, are intended to cover a non-exclusive inclusion, such that a process, method, system, article, or apparatus that comprises a list of steps or elements is not necessarily limited to those steps or elements expressly listed, but may include other steps or elements not expressly listed or inherent to such process, method, article, or apparatus.

In this application, the terms "upper", "lower", "left", "right", "front", "rear", "top", "bottom", "inner", "outer", "middle", "vertical", "horizontal", "lateral", "longitudinal", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings. These terms are used primarily to better describe the present application and its embodiments, and are not used to limit the indicated devices, elements or components to a particular orientation or to be constructed and operated in a particular orientation.

Moreover, some of the above terms may be used to indicate other meanings besides the orientation or positional relationship, for example, the term "on" may also be used to indicate some kind of attachment or connection relationship in some cases. The specific meaning of these terms in this application will be understood by those of ordinary skill in the art as appropriate.

Furthermore, the terms "mounted," "disposed," "provided," "connected," and "sleeved" are to be construed broadly. For example, it may be a fixed connection, a removable connection, or a unitary construction; can be a mechanical connection, or an electrical connection; may be directly connected, or indirectly connected through intervening media, or may be in internal communication between two devices, elements or components. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art as appropriate.

It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present application will be described in detail below with reference to the embodiments with reference to the attached drawings.

The anti-scouring soil fixation structure in the embodiment may be applicable to various slopes, for example, the following slope is provided in the embodiment, and the anti-scouring soil fixation structure in the embodiment may be used for the following slope.

The side slope comprises a side slope body, wherein the slope surface of the side slope body is obliquely arranged relative to the ground, the inclination angle is controlled to be 30-45 degrees, and preferably 40 degrees, so that the structural arrangement on the slope surface is facilitated, a plurality of rows of pre-embedded plates which are sequentially distributed downwards along the slope surface are parallelly arranged on the slope surface, one end of each pre-embedded plate is vertically downwards inserted into the side slope body, the other end of each pre-embedded plate extends out of the side slope body, a plurality of water through holes are formed in each pre-embedded plate, and the water through holes are obliquely downwards arranged in the direction parallel to the slope surface; any two adjacent in row the equidistant and parallel arrangement of built-in plate, any two adjacent in row has laid the broken stone layer of concrete in between the built-in plate, adjacent two form and be used for following the drainage groove of domatic downward drainage between the built-in plate, laid concrete cobble layer in the drainage groove, lay concrete cobble layer as shown in the figure, for the arcwall face of undercut in the drainage groove that it obtained, do benefit to the drainage of rainwater, prevent simultaneously to the erodeing of drainage groove, the distance the built-in plate butt of domatic lower extreme nearest has the stratum basale that is fixed in ground, the stratum basale includes from supreme coarse sand layer, sand sack layer and the pitch layer of laying in proper order down, the distance the built-in plate up end of domatic lower extreme nearest with the upper surface on pitch layer meets.

The water through holes are round holes, the inner diameter of each water through hole is 5-10cm, 8cm is preferred, a plurality of water through holes are located on an embedded plate in the side slope body, the length of the embedded plate extending out of the side slope body is larger than or equal to the thickness of the concrete gravel layer, the thickness of the concrete gravel layer is preferred to be equal to the thickness of the concrete gravel layer, the embedded plate is arranged in parallel with the lower end of the slope surface of the side slope body, a drainage net is wrapped on the periphery of the base layer and can effectively fix the base layer to enable the base layer to be firmer, a barrier net is arranged between the base layer and the side slope body, the lower end of the barrier net is vertically embedded into the ground, and the barrier net can effectively prevent sand and soil of the side slope body from flowing and prevent landslide; the pre-buried plate of the product is made of reinforced concrete, so that the sand loss of the slope body can be effectively prevented, the landslide phenomenon can be caused, meanwhile, the concrete gravel layer can effectively fix the pre-buried plate, the water through holes are formed in the pre-buried plate, water drainage is smooth, the landslide phenomenon is prevented, the water drainage groove is arranged to drain water more smoothly, concrete cobbles paved in the water drainage groove also play a role in fixing the pre-buried plate and preventing the landslide phenomenon, meanwhile, the barrier net between the base layer and the slope body prevents sand from blocking a water drainage gap between coarse sand layers, so that the water drainage is smooth, the landslide phenomenon can be favorably prevented, meanwhile, the sand bag layer can effectively fix the coarse sand layers, and the asphalt layer mainly plays a waterproof role and also plays a role in fixing the sand bag layer and the coarse sand layer.

Of course, the present embodiment may be used for slopes of other configurations. The details are not repeated here, and the following describes the anti-scour soil-fixing structure according to the embodiment of the present application.

Referring to fig. 1-4, an anti-erosion soil stabilization structure for rock and soil slope comprises a soil layer 1 and a soil stabilization mechanism;

soil consolidating mechanism is including soil consolidating layer 5, soil consolidating layer 5 internal fixation is provided with a plurality of planting grooves 14, it is equipped with two-layer planting layer 12, two to plant 14 internal fixation of groove 12 fixed being equipped with nutrition layer 13 between the layer, soil consolidating 5 top is fixed and is equipped with enhancement layer 7, enhancement layer 7 is located planting groove 14 department and all fixes being equipped with opening 15, planting 14 bottoms of groove all with 8 top overlap joints of diversion ditch, 8 left ends of diversion ditch are fixed to be established on first drainage ditch 6, first drainage ditch 6 is fixed to be established on soil consolidating layer 5, through planting green planting at soil consolidating layer 5, increases the steadiness of soil, prevents that the rainwater from scouring soil erosion and water loss.

The two ends of the first drainage ditch 6 are fixedly connected with second drainage ditches 16, and the second drainage ditches 16 are obliquely arranged so as to be convenient for discharging redundant water; a stone layer 2 is fixedly arranged at the top end of the soil layer 1, a buffer layer 3 is fixedly arranged at the top end of the stone layer 2, and a soil blocking layer 4 is fixedly arranged at the top end of the buffer layer 3; the stone layer 2 is laid by cobblestones; the soil blocking layer 4 is fixed in a crossed manner through a plurality of first net racks 10 and second net racks 11, and filling grids 9 are arranged at gaps between the first net racks 10 and the second net racks 11, so that the strength of the soil blocking layer 4 is enhanced; the thickness of the stone block layer 2 is 0.5m, the thickness of the buffer layer 3 is 0.3m, and the thickness of the soil blocking layer 4 is 0.6 m.

When the utility model is used, electrical elements appearing in the application are externally connected with a power supply and a control switch when in use, a stone block layer 2 is arranged on the upper layer of a soil layer 1, the stone block layer 2 is paved by cobbles, a buffer layer 3 is arranged above the stone block layer 2, a soil blocking layer 4 is arranged above the buffer layer 3, the soil blocking layer 4 is fixed in a crossed way by a plurality of first net racks 10 and second net racks 11, filling grids 9 are arranged at the gap between the first net rack 10 and the second net rack 11 to enhance the strength of the soil blocking layer 4, a soil fixing layer 5 is arranged above the soil blocking layer 4, a plurality of planting grooves 14 are arranged in the soil fixing layer 5, green plants are planted in the planting grooves 14, two planting layers 12 are arranged in the planting grooves, a nutrition layer 13 is fixedly arranged between the two planting layers 12 to facilitate the growth of the green plants, a reinforcing layer 7 is arranged at the top of the soil fixing layer 5, openings 15 are fixedly arranged at the positions of the reinforcing layer 7, which are positioned in the planting grooves 14, be convenient for protect green root portion of planting, when planting 14 interior waters, moisture passes through in the diversion ditch 8 gets into first gutter 6, and the 16 slopes in second gutter through 6 both ends of first gutter set up the department and flow down, prevent green planting the too much mashed root of moisture.

The application has the advantages that:

1. according to the planting method, the planting grooves are formed in the soil fixing layer, green plants are planted in the planting grooves, two planting layers are arranged in the planting grooves, and the nutrition layers are fixedly arranged between the two planting layers, so that the green plants can grow conveniently;

2. this application is through setting up the stone layer on soil horizon upper strata, and the stone layer is laid by the cobblestone and is established into, and stone layer top sets up the buffer layer, and the buffer layer top sets up keeps off the soil layer, keeps off the soil layer and alternately fixes through a plurality of first racks and second rack, and first rack and second rack space department are equipped with the packing check, strengthens the intensity that keeps off the soil layer.

It is well within the skill of those in the art to implement, without undue experimentation, the present application is not directed to software and process improvements, as they relate to circuits and electronic components and modules.

The above description is only a preferred embodiment of the present application and is not intended to limit the present application, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, improvement and the like made within the spirit and principle of the present application shall be included in the protection scope of the present application.

Claims

1. The utility model provides a soil and soil is domatic with anti-scour soil stabilization structure which characterized in that: comprises a soil layer (1) and a soil fixing mechanism;

soil fixing mechanism is including solid soil layer (5), solid soil layer (5) internal fixation is provided with a plurality of planting grooves (14), it is equipped with two-layer planting layer (12), two to plant groove (14) internal fixation the fixed nutritive layer (13) that is equipped with between layer (12), solid soil layer (5) top is fixed and is equipped with enhancement layer (7), enhancement layer (7) are located to plant groove (14) department and all fix and are equipped with opening (15), plant groove (14) bottom all with diversion ditch (8) top overlap joint, diversion ditch (8) left end is fixed to be established on first drainage ditch (6), first drainage ditch (6) are fixed to be established on solid soil layer (5).

2. The anti-scour soil stabilization structure for the rock-soil slope according to claim 1, which is characterized in that: first ditch (6) both ends equal fixedly connected with second escape canal (16), second escape canal (16) are the slope setting.

3. The anti-scour soil stabilization structure for the rock-soil slope according to claim 1, which is characterized in that: soil horizon (1) top is fixed to be equipped with stone layer (2), stone layer (2) top is fixed to be equipped with buffer layer (3), buffer layer (3) top is fixed to be equipped with and keeps off soil layer (4).

4. The anti-scour soil stabilization structure for the rock-soil slope according to claim 3, which is characterized in that: the stone block layer (2) is paved by cobblestones.

5. The anti-scour soil stabilization structure for the rock-soil slope according to claim 3, which is characterized in that: keep off soil layer (4) through a plurality of first rack (10) and second rack (11) cross fixation, first rack (10) and second rack (11) space department are equipped with packing check (9).

6. The anti-scour soil stabilization structure for the rock-soil slope according to claim 3, which is characterized in that: the thickness of the stone block layer (2) is 0.5m, the thickness of the buffer layer (3) is 0.3m, and the thickness of the soil blocking layer (4) is 0.6 m.