CN221276668U - Lattice formula stock barricade - Google Patents

Abstract

The utility model discloses a lattice type anchor rod retaining wall which comprises a concrete foundation, wherein the concrete foundation is arranged at the bottom of the retaining wall, a concrete pressing top is poured at the top of the retaining wall, the concrete pressing top is inclined downwards from the middle to two sides, a drainage ditch is formed in the middle of the concrete pressing top, a plurality of transverse lattices and a plurality of vertical lattices which are perpendicular to each other are arranged on the surface of the retaining wall, the surface of the retaining wall is divided into a plurality of shrub ponds in a vertical and alternative mode, and the shrub ponds are in a ladder shape. Through setting up vertical lattice and horizontal lattice and being whole frame, set up the bush pond at the barricade surface, plant the bush in the bush pond, the bush growth takes root can bring good effect for the ecological development of mountain body.

Description

Lattice formula stock barricade

Technical Field

The utility model relates to the field of ecological retaining walls, in particular to a lattice type anchor rod retaining wall.

Background

The retaining wall has the functions that the road shoulder wall or the road embankment wall is arranged below the high-filling embankment or the steep slope embankment, can prevent the side slope or the base of the roadbed from sliding, ensures the stability of the roadbed, can shrink the filling toe, reduces the filling quantity, reduces the removal and the occupied area, and protects the existing buildings adjacent to the line; the retaining wall is arranged at the side of the water side of the embankment of the shore and the reservoir, so that the scouring and erosion of water flow to the roadbed can be prevented, and the method is an effective measure for reducing the compressed riverbed or occupying less storage capacity; the retaining wall arranged at the tunnel portal or the open cut tunnel portal can shorten the length of the tunnel or the open cut tunnel and reduce the construction cost; the retaining walls arranged at two ends of the bridge serve as wing walls or bridge decks and play roles of protecting the bridge decks and connecting embankments; the anti-slip retaining wall can then be used to prevent landslide.

The chinese patent literature of application number 201420002419.6 discloses a stock lattice formula barricade structure, including concrete roof-pressing and concrete foundation, the concrete roof-pressing top is provided with the wall roof line, the concrete foundation sets up in the barricade bottom, its characterized in that concrete roof-pressing below and concrete foundation top between be provided with mutually perpendicular's horizontal lattice and vertical lattice, be provided with the shingle between horizontal lattice and the vertical lattice, horizontal lattice and vertical lattice intersection department are provided with the stock, be provided with the wash port in the middle of the shingle, be provided with the settlement joint on the horizontal lattice.

The inventor believes that the wall panel is directly poured by concrete, and in actual use, the ecological development of a mountain is influenced by the adverse effect of the concrete, and in addition, the drainage ditch is not formed at the top end of the concrete pressing top, so that the drainage of the mountain top is not facilitated. For this purpose, we propose a lattice type anchor retaining wall.

Disclosure of utility model

(One) solving the technical problems

In order to overcome the defects in the prior art, the utility model provides the method for planting shrubs in the shrub pool by arranging the vertical lattice and the transverse lattice as the integral frames, arranging the shrub pool on the surface of the retaining wall, arranging the concrete coping into a slope shape from the middle to two sides and arranging the drainage ditch, thereby solving the problems that in the prior art, the wall panel is directly poured by concrete, the ecological development of a mountain is not beneficial in the actual use, the integral ecological development is influenced, the drainage ditch is not arranged at the upper end of the concrete coping, and the drainage of the mountain is not beneficial.

(II) technical scheme

In order to solve the technical problems, the utility model provides the following technical scheme: the utility model provides a lattice formula stock barricade, includes the concrete foundation, the barricade bottom is arranged in to the concrete foundation, the barricade top has been pour the concrete and has been pressed the top, the concrete is the slant gliding form to both sides by the centre to the top, the escape canal has been seted up in the middle of the concrete is pressed the top, the barricade surface is provided with mutually perpendicular's horizontal lattice and vertical lattice, horizontal lattice and vertical lattice are a plurality of, horizontal lattice and vertical lattice divide into a plurality of bush pond with the barricade surface in turn perpendicularly, the bush pond is the echelonment.

As a preferable scheme of the lattice type anchor rod retaining wall, the utility model comprises the following steps: anchor holes are formed in the transverse lattice and the vertical lattice of the retaining wall at equal intervals, anchor rods are arranged in the anchor holes, and the anchor rods penetrate through the transverse lattice and the vertical lattice and extend to the back of the retaining wall to the rock mass.

As a preferable scheme of the lattice type anchor rod retaining wall, the utility model comprises the following steps: the surface of the shrub pool is provided with a drain hole, and the drain hole penetrates through the shrub pool and extends to the back of the retaining wall.

As a preferable scheme of the lattice type anchor rod retaining wall, the utility model comprises the following steps: the bottom of the concrete foundation is fixedly provided with an inserting rod which is conical.

As a preferable scheme of the lattice type anchor rod retaining wall, the utility model comprises the following steps: the transverse lattice and the vertical lattice are cast-in-place concrete structures.

As a preferable scheme of the lattice type anchor rod retaining wall, the utility model comprises the following steps: the number of the stepped layers of the shrub pool is three, and each layer is planted with plant shrubs.

(III) beneficial effects

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

1. Through setting up vertical lattice and horizontal lattice and being whole frame, set up the bush pond at the barricade surface, plant the bush in the bush pond, the bush growth takes root can bring good effect for the ecological development of mountain body.

2. The concrete coping is set to be shaped from the middle to the slopes at two sides, and is provided with a drainage ditch, and the integral of the mountain top is led out through the drainage ditch, so that landslide caused by a large amount of accumulated water is avoided.

Drawings

FIG. 1 is a front view block diagram of the present utility model;

FIG. 2 is a side cross-sectional block diagram of the present utility model;

FIG. 3 is a diagram of the structure of a shrub pool in accordance with the present utility model;

Wherein: 1. a concrete foundation; 2. pressing the concrete; 3. a drainage ditch; 4. a transverse lattice; 5. a vertical lattice; 6. an anchor hole; 7. a bolt; 8. a drain hole; 9. a rod; 10. mountain body; 11. a shrub pool; 12. plant shrubs.

Detailed Description

In order that the manner in which the above recited features, objects and advantages of the present utility model are obtained will become readily apparent, a more particular description of the utility model will be rendered by reference to specific embodiments thereof which are illustrated in the appended drawings. Based on the examples in the embodiments, those skilled in the art can obtain other examples without making any inventive effort, which fall within the scope of the utility model. The experimental methods in the following examples are conventional methods unless otherwise specified, and materials, reagents, etc. used in the following examples are commercially available unless otherwise specified.

Examples:

As shown in fig. 1-3, the utility model provides a lattice type anchor rod retaining wall, which comprises a concrete foundation 1, wherein the concrete foundation 1 is arranged at the bottom of the retaining wall, a concrete pressing top 2 is poured at the top of the retaining wall, the concrete pressing top 2 is obliquely downwards sliding from the middle to two sides, a drainage ditch 3 is arranged in the middle of the concrete pressing top 2, a plurality of transverse lattices 4 and vertical lattices 5 which are perpendicular to each other are arranged on the surface of the retaining wall, the transverse lattices 4 and the vertical lattices 5 vertically and alternately divide the surface of the retaining wall into a plurality of shrub ponds 11, and the shrub ponds 11 are in a ladder shape.

As a preferable scheme of the lattice type anchor rod retaining wall, specifically, in order to make the whole retaining wall more firm with the mountain 10, anchor holes 6 are equidistantly arranged on a transverse lattice 4 and a vertical lattice 5 of the retaining wall, anchor rods 7 are arranged in the anchor holes 6, the anchor rods 7 penetrate through the transverse lattice 4 and the vertical lattice 5 to extend to the back of the retaining wall to the rock mass, concrete is poured into the anchor holes 6 after the anchor rods 7 are installed, and the anchor rods 7, the mountain 10 and the retaining wall are integrated.

As a preferable scheme of the lattice type anchor rod retaining wall, specifically, in order to facilitate water in the mountain 10 to flow out, the surface of the shrub pool 11 is provided with the drain hole 8, the drain hole 8 extends to the back of the retaining wall through the shrub pool 11, the drain hole 8 leads out water in the mountain 10 during raining, and the water flows into the shrub pool 11 to be used as water supplement of shrubs.

As a preferable scheme of the lattice type anchor rod retaining wall, in particular, in order to make the bottom of the retaining wall more stable, an inserting rod 9 is fixedly arranged at the bottom of a concrete foundation 1 at first during installation, the inserting rod 9 is conical, and the inserting rod 9 is inserted into the ground to make the root of the retaining wall more stable.

As a preferable scheme of the lattice type anchor rod retaining wall, in particular, in order to ensure firm retaining wall mechanisms and long service life, the transverse lattice 4 and the vertical lattice 5 are designed into cast-in-place concrete structures. In addition, in order to restore the ecology of the mountain 10, a plurality of shrub ponds 11 are arranged on the surface of the retaining wall, the number of the stepped layers of the shrub ponds 11 is three, each layer is planted with plant shrubs 12, and the stepped arrangement is conducive to water retention, so that the survival of the shrubs in the earlier stage is easier.

The working principle of the utility model is as follows: when the concrete pile is used, firstly, a plurality of anchor holes 6 are formed in the mountain 10, after the anchor holes 6 are formed, the anchor rods 7 are placed in the holes, then the inserting rods 9 are inserted under the feet of the mountain 10, the inserting rods 9 are fixedly connected with the reinforced structure of the concrete foundation 1, the reinforced structure of the concrete foundation 1 is well filled with concrete, then the reinforced structure of the concrete foundation 1 is continuously pricked with reinforced templates of the transverse lattice 4 and the vertical lattice 5, after the templates are well filled with concrete, the transverse lattice 4 and the vertical lattice 5 are cast, then the concrete coping 2 is cast, the two sides of the concrete coping 2 are in slope shapes, the drainage ditches 3 are formed in the middle, so that accumulated water on the mountain is conveniently discharged, the accumulation penetration of the integral into the mountain 10 is avoided, in addition, the reinforced structure of the concrete pile 6 is filled with the anchor rods 7 and is integrally connected with the mountain 10 and the retaining wall, and a drain pipe is required to be put in the drainage hole 8 in advance when the concrete is cast. After concrete pouring, plant shrubs 12 are planted in the shrub pool 11, so that the shrubs are rooted in the mountain 10, and a good effect is brought to ecological development of the mountain 10.

Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims (6)

1. The utility model provides a lattice formula stock barricade, includes concrete basis (1), the barricade bottom is arranged in to concrete basis (1), its characterized in that: the retaining wall top has been pour concrete and has been pressed top (2), concrete is the slant gliding form to both sides by the centre and presses top (2), escape canal (3) have been seted up in the middle of concrete, the retaining wall surface is provided with transverse lattice (4) and vertical lattice (5) of mutually perpendicular, transverse lattice (4) and vertical lattice (5) are a plurality of, transverse lattice (4) and vertical lattice (5) are perpendicular alternately divide into a plurality of bush pond (11) with the retaining wall surface, bush pond (11) are echelonment.

2. A lattice type anchor retaining wall according to claim 1, wherein: anchor holes (6) are formed in the transverse lattice (4) and the vertical lattice (5) of the retaining wall at equal intervals, anchor rods (7) are arranged in the anchor holes (6), and the anchor rods (7) penetrate through the transverse lattice (4) and the vertical lattice (5) and extend into a rock body towards the back of the retaining wall.

3. A lattice type anchor retaining wall according to claim 1, wherein: the surface of the shrub pool (11) is provided with a drain hole (8), and the drain hole (8) penetrates through the shrub pool (11) and extends to the back of the retaining wall.

4. A lattice type anchor retaining wall according to claim 1, wherein: the bottom of the concrete foundation (1) is fixedly provided with an inserting rod (9), and the inserting rod (9) is conical.

5. A lattice type anchor retaining wall according to claim 1, wherein: the transverse lattice (4) and the vertical lattice (5) are cast-in-place concrete structures.

6. A lattice type anchor retaining wall according to claim 1, wherein: the number of the step-shaped layers of the shrub pool (11) is three, and each layer is planted with plant shrubs (12).