CN211172014U

CN211172014U - Environment-friendly municipal works side slope reinforcing apparatus

Info

Publication number: CN211172014U
Application number: CN201921915962.4U
Authority: CN
Inventors: 盛强强
Original assignee: Hangzhou Wuzhou Municipal Landscape Engineering Co ltd
Current assignee: Hangzhou Wuzhou Municipal Landscape Engineering Co ltd
Priority date: 2019-11-07
Filing date: 2019-11-07
Publication date: 2020-08-04
Anticipated expiration: 2029-11-07

Abstract

The utility model discloses an environment-friendly municipal works side slope reinforcing apparatus, include rock slope and cover the back up coat at rock slope one side surface, the back up coat includes by interior and first concrete layer, reservoir bed and the soil horizon that covers in proper order outward, the soil horizon coats and is stamped green planting, the soil horizon coats and has covered the concrete frame, the concrete frame includes a plurality of fixed cellular fixed frames of laminating each other, fixed frame lower extreme extends to laminating reservoir bed upper surface, the rock slope coats and is stamped the second concrete layer. Through set up a plurality of mutual fixed connection's cellular fixed frame on the soil horizon, and set up the reservoir bed under the soil horizon, be convenient for protect and discharge after absorbing moisture.

Description

Environment-friendly municipal works side slope reinforcing apparatus

Technical Field

The utility model relates to a side slope reinforcing apparatus, concretely relates to environment-friendly municipal works side slope reinforcing apparatus.

Background

The side slope refers to a slope surface with a certain slope which is formed on two sides of the roadbed to ensure the stability of the roadbed. Classifying according to stratum lithology: can be divided into soil slopes and rock slopes. The method is divided into the following steps according to the structure of a rock stratum: a layered structure side slope, a block structure side slope and a net structure side slope; the method is divided into the following according to the relation between the rock formation tendency and the slope direction: a forward slope, a reverse slope, and a vertical slope.

Chinese patent publication No. CN209260733U discloses a road soil slope greening drainage retaining wall, which comprises a honeycomb grass planting lattice chamber and a water storage green planting unit, wherein the honeycomb grass planting lattice chamber and the water storage green planting unit are sequentially and alternately arranged and combined from the soil slope top to the slope toe to form a banded greening water storage belt, a drain pipe is buried between adjacent greening water storage belts, and the water storage green planting unit is provided with a culvert pipe communicated with the drain pipe. Rainwater passes through the honeycomb planting grid chamber to weaken the scouring force, then flows into the water storage green planting unit, flows into the water collecting pipe from the circular planting opening, then flows into the drain pipe through the culvert pipe connected with the bottom of the water collecting pipe, and meanwhile, accumulated water on the top of the soil slope flows away from the drain pipe communicated with the breakwater feet; when dry season, the collector pipe can amass at ordinary times and hold the rainwater, and when rainfall, the inside rivers flow direction culvert pipe opening part of drain pipe gets into the collector pipe and irrigates green the planting of the inside planting of collector pipe.

Among the above-mentioned prior art, the drainage barricade is by vertical division into a plurality of banding retaining green unit of planting, under the circumstances such as torrential rain weather, the earth on the vertical banding retaining green unit of planting can be washed away by the rainwater.

SUMMERY OF THE UTILITY MODEL

Not enough to prior art exists, the utility model aims to provide an environment-friendly municipal works side slope reinforcing apparatus, through set up a plurality of mutual fixed connection's cellular fixed frame on the soil horizon, and set up the reservoir bed under the soil horizon, be convenient for protect and absorb discharge behind the moisture.

In order to achieve the above purpose, the utility model provides a following technical scheme: the utility model provides an environment-friendly municipal works side slope reinforcing apparatus, includes rock slope and the back up coat that covers in rock slope one side surface, the back up coat includes by interior and first concrete layer, reservoir bed and the soil horizon that covers in proper order outward, the soil horizon coats and is stamped green planting, the soil horizon coats and has covered the concrete frame, the concrete frame includes a plurality of fixed honeycomb fixed frames of laminating each other, fixed frame lower extreme extends to laminating reservoir bed upper surface, rock slope coats and is stamped the second concrete layer.

By adopting the technical scheme, the soil layer is covered with green plants, firstly, the green plants can weaken the washing of rainwater, and the roots of the green plants can fix the soil, so that the soil layer is firmer and more stable; secondly, planting green plants improves the greening rate, absorbs dust on roads, and is more environment-friendly. The soil layer is provided with a plurality of honeycomb fixing frames which are fixedly connected with each other, the honeycomb fixing frames can bear larger force, the sealing degree is highest, the required materials are simplest, the usable space is largest, and the soil loss rate can be greatly reduced by the aid of the fixing frames in the shape during rain wash. Set up the reservoir stratum under the soil horizon, get into from the soil horizon when the rainwater, if the rainwater is too much, spill over the back, can take away a large amount of soil, set up the reservoir stratum, can absorb unnecessary rainwater and discharge from inside.

The utility model discloses a further set up to: the lower extreme on soil horizon is fixed to be equipped with the protection platform, the irrigation canals and ditches that are used for the drainage are offered along its length direction to the protection platform near soil horizon one side, the irrigation canals and ditches intercommunication water storage layer.

Through adopting above-mentioned technical scheme, during the rainwash side slope, the soil horizon fully absorbs the rainwater, and unnecessary rainwater gets into the reservoir stratum, and when the rainfall is great, the water in the reservoir stratum is hardly discharged fast. The ditch communicated with the water storage layer is arranged, so that when water in the water storage layer is excessive, redundant water can be rapidly discharged from the ditch, and the drainage efficiency is improved.

The utility model discloses a further set up to: the surface of the protection platform is lower than the height of the lower end of the soil layer.

Through adopting above-mentioned technical scheme, when the rainwater volume is great or the irrigation canals and ditches appear blockking up, if the water in the irrigation canals and ditches does not have time to drain away, when water spills over the irrigation canals and ditches and reaches the soil horizon, can take away a large amount of soil, lead to soil loss, and the irrigation canals and ditches are blockked up more seriously. The surface of the protection platform is lower than the height of the lower end of the soil layer, and when water overflows the ditch, the water reaches the protection platform and is then drained away from the protection platform.

The utility model discloses a further set up to: the upper end of the water storage layer is fixed by a second concrete layer.

Through adopting above-mentioned technical scheme, the reservoir upper end is fixed, has improved the installation intensity of reservoir to the whole life of device has been prolonged.

The utility model discloses a further set up to: and a protective net covers the concrete frame.

Through adopting above-mentioned technical scheme, the soil horizon surface can roll down the stone soil, influences road environment, can injure the pedestrian by a crashing object even and cover the protection network on the soil horizon, can reduce the landing of stone soil, has improved the security.

The utility model discloses a further set up to: and a plurality of anchoring pieces are fixedly arranged on the protective net, and the lower ends of the anchoring pieces are embedded into the rock slope.

By adopting the technical scheme, firstly, the protective net is fixed on the soil layer through the anchoring piece, so that the installation strength of the protective net is improved; and secondly, the lower end of the anchoring part is embedded into a rock-soil slope to reinforce a water storage layer and a soil layer. The service life of the device is prolonged, and the economic benefit is improved.

The utility model discloses a further set up to: the anchor assembly is the shaft-like piece at cavity and intercommunication both ends, the fixed barb that is equipped with in both sides of anchor assembly embedding ground slope one end, the barb has arranged a plurality ofly along anchor assembly length direction.

Through adopting above-mentioned technical scheme, with anchor assembly tip embedding rock soil slope in, when exerting outside power to anchor assembly, the barb catches on rock soil slope and back up coat, hardly extracts it. The anchoring part is hollow and communicated with two ends, after the anchoring part is installed, concrete is injected into the anchoring part, the concrete enters the rock-soil slope from the anchoring part, and the anchoring part and the rock-soil slope are fixed together after solidification, so that the fixing strength is improved

The utility model discloses a further set up to: and a plurality of water spraying heads for irrigating green plants are arranged on the soil layer.

Through adopting above-mentioned technical scheme, the sprinkler bead that the installation is used for irrigating when the soil horizon is comparatively arid, irrigates green planting through the sprinkler bead, has improved the survival rate of green planting.

The utility model has the advantages of it is following:

1. through set up a plurality of mutual fixed connection's cellular fixed frame on the soil horizon, and set up the reservoir bed under the soil horizon, be convenient for protect and discharge after absorbing moisture.

2. The ditch communicated with the water storage layer is arranged, so that when water in the water storage layer is excessive, the excessive water can be quickly discharged from the ditch.

Drawings

FIG. 1 is a left side view of the present embodiment;

FIG. 2 is a first isometric view of the present embodiment;

fig. 3 is a partial sectional view of the present embodiment.

Reference numerals: 10. rock slope; 11. a reinforcement layer; 111. a first concrete layer; 112. a water storage layer; 113. a soil layer; 20. a concrete frame; 21. a fixing frame; 30. a second concrete layer; 40. a protective net; 50. an anchoring member; 51. a cavity; 52. an annular projection; 53. a barb; 54. a through hole; 60. a sprinkler head; 61. a protection platform; 62. a trench; 63. a water drainage groove.

Detailed Description

An environment-friendly municipal slope reinforcement device comprises a rock-soil slope 10 and a reinforcement layer 11 covering one side surface of the rock-soil slope 10, as shown in figure 1. The reinforcing layer 11 comprises a first concrete layer 111, a water storage layer 112 and a soil layer 113 which are sequentially covered from inside to outside, and the water storage layer 112 can be a sponge layer, a water storage and drainage plate and other water absorption materials. The soil layer 113 is covered with a concrete frame 20, the concrete frame 20 comprises a plurality of honeycomb-shaped fixing frames 21 fixedly connected with each other, and the lower end of each fixing frame 21 extends downwards to the position of the upper surface of the attached water storage layer 112. The soil layer 113 is uniformly covered with green plants, and the soil layer 113 is divided into a plurality of blocks by the fixing frame 21. The rock slope 10 is covered with a second concrete layer 30, and the upper end of the water storage layer 112 is fixed by the second concrete layer 30.

As shown in fig. 2 and 3, the concrete frame 20 is covered with the protection net 40, the protection net 40 is fixedly provided with the anchoring members 50, a part of the anchoring members 50 fix corners of the protection net 40, and the rest is uniformly distributed in the soil layer 113. The first concrete surface is provided with a plurality of through holes 54 for the anchoring elements 50 to penetrate, and the size of the through holes 54 is slightly larger than that of the anchoring elements 50. The soil layer 113 is provided with a plurality of water spraying heads 60 for irrigating green plants, and the water spraying heads 60 are uniformly arranged on the surface of the soil layer 113. A protective table 61 is fixedly arranged on one side below the reinforcing layer 11, and the height of the protective table 61 is lower than that of the lower end of the soil layer 113. As shown in fig. 1, a trench 62 is formed along the length direction of one side of the protection platform 61 close to the soil layer 113, a drainage channel 63 communicated with the trench 62 is formed at the lower end of the water storage layer 112, and a plurality of drainage channels 63 are uniformly formed along the length direction of the trench 62.

When the rainwater erodes the slope, the green plants block a part of the eroded rainwater, the rainwater falls into the soil layer 113 to moisten the rainwater, and after the soil layer 113 completely absorbs the moisture, the redundant moisture is absorbed by the water storage layer 112. The water storage layer 112 supplies water to green plants on the soil layer 113. When the water storage layer 112 absorbs water completely and can not store water any more, the excessive rainwater enters the drainage groove 63 from the water storage layer 112 and then enters the ditch 62 from the drainage groove 63, and then the rainwater is guided out. When the rainfall is large or the ditch 62 is blocked, the ditch 62 is completely filled with water, and the redundant water flows out of the protective platform 61 and is led out. When the soil layer 113 and the water storage layer 112 lack water, the sprinkler head 60 waters the green plants.

Specifically, as shown in fig. 3, the anchor 50 is a rod with a cavity 51 therein and two open ends, one end of the anchor 50 is tapered, and the other end is provided with a ring-shaped protrusion 52 along the circumference thereof. The tip portion of anchor member 50 is fixed and is equipped with barb 53, and barb 53 opening direction keeps away from most advanced one side, and barb 53 is equipped with two along anchor member 50 axial symmetry, and is equipped with a plurality ofly along anchor member 50 length direction equidistance.

When the anchoring member 50 is fixed, the tip of the anchoring member 50 is aligned to a place to be fixed, the anchoring member 50 is perpendicular to the soil layer 113, an inward force is applied to the side of the anchoring member 50 provided with the annular protrusion 52, and the anchoring member 50 penetrates through the water storage layer 112 and the soil layer 113 and enters the rock slope 10. Anchor 50 is pulled slightly outward to ensure its fixed position. Concrete is poured into the cavity 51 and flows by gravity to the point and into the rock slope 10, filling the void around the anchor 50. After the concrete has set, the anchor 50 is firmly fixed in position. The upper end of the anchor 50 is fixed with the protection net 40.

The working principle of the embodiment is as follows: when the rainwater erodes the slope, the green plants block a part of the eroded rainwater, the rainwater falls into the soil layer 113 to moisten the rainwater, and after the soil layer 113 completely absorbs the moisture, the redundant moisture is absorbed by the water storage layer 112. The water storage layer 112 supplies water to green plants on the soil layer 113. When the water storage layer 112 absorbs water completely and can not store water any more, the excessive rainwater enters the drainage groove 63 from the water storage layer 112 and then enters the ditch 62 from the drainage groove 63, and then the rainwater is guided out. When the rainfall is large or the ditch 62 is blocked, the ditch 62 is completely filled with water, and the redundant water flows out of the protective platform 61 and is led out. When the soil layer 113 and the water storage layer 112 lack water, the sprinkler head 60 waters the green plants.

It is above only the utility model discloses a preferred embodiment, the utility model discloses a scope of protection does not only confine above-mentioned embodiment, the all belongs to the utility model discloses a technical scheme under the thinking all belongs to the utility model discloses a scope of protection. It should be noted that, for those skilled in the art, various modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.

Claims

1. The utility model provides an environment-friendly municipal works side slope reinforcing apparatus, characterized by: including rock soil slope (10) and back up coat (11) of covering at rock soil slope (10) side surface, back up coat (11) include by interior and first concrete layer (111), reservoir bed (112) and soil horizon (113) that cover in proper order outward, soil horizon (113) coats and is stamped green planting, soil horizon (113) are covered and have been covered concrete frame (20), concrete frame (20) are including a plurality of fixed cellular fixed frames (21) of laminating each other, fixed frame (21) lower extreme extends to laminating reservoir bed (112) upper surface, rock soil slope (10) coats and is stamped second concrete layer (30).

2. The environment-friendly municipal engineering slope reinforcement device according to claim 1, wherein: the fixed protection platform (61) that is equipped with of lower extreme of soil horizon (113), protection platform (61) are close to soil horizon (113) one side and offer irrigation canals and ditches (62) for the drainage along its length direction, irrigation canals and ditches (62) intercommunication reservoir stratum (112).

3. The environment-friendly municipal engineering slope reinforcement device according to claim 2, wherein: the surface of the protective platform (61) is lower than the height of the lower end of the soil layer (113).

4. The environment-friendly municipal engineering slope reinforcement device according to claim 1, wherein: the upper end of the water storage layer (112) is fixed by a second concrete layer (30).

5. The environment-friendly municipal engineering slope reinforcement device according to claim 1, wherein: the concrete frame (20) is covered with a protective net (40).

6. The environment-friendly municipal engineering slope reinforcement device according to claim 5, wherein: a plurality of anchoring pieces (50) are fixedly installed on the protective net (40), and the lower ends of the anchoring pieces (50) are embedded into the rock-soil slope (10).

7. The environment-friendly municipal engineering slope reinforcement device according to claim 6, wherein: anchor member (50) are cavity and the shaft-like piece at intercommunication both ends, the both sides of anchor member (50) embedding rock soil slope (10) one end are fixed and are equipped with barb (53), barb (53) have arranged a plurality ofly along anchor member (50) length direction.

8. The environment-friendly municipal engineering slope reinforcement device according to claim 1, wherein: and a plurality of water spraying heads (60) for irrigating green plants are arranged on the soil layer (113).