Ecological retaining wall for water conservancy

Abstract

The utility model relates to the technical field of ecological retaining walls, in particular to an ecological retaining wall for water conservancy, which comprises a transverse surface retaining component, a transfer retaining component mounted outside the transverse surface retaining component and a compression-resistant component positioned under the transverse surface retaining component and the transfer retaining component, and the transverse surface retaining component comprises a first bottom plate arranged on the ground. A plurality of beam columns are laid at equal intervals along the ground needing the enclosing wall through a plurality of positioning stand columns, pouring of the beam columns, the first bottom plates and the second bottom plates is matched with mixed concrete, and at the moment, the first bottom plates and the second bottom plates which are laid flatly can provide dredging channels for muddy water; when slurry impacts the back faces of the main anti-landslide wall body and the auxiliary anti-landslide wall body in advance, the buffered slurry can be transferred into the transverse guide pipe and the drainage guide pipe along the main anti-landslide wall body and the trapezoidal drainage groove in the bottom of the drainage guide pipe, and at the moment, the wall body can provide treading guide for pedestrians; and mud can be prevented from rushing into the surface of a road.

Description

Technical Field

[0001] The utility model relates to the technical field of ecological retaining walls, in particular to a water-utilizing ecological retaining wall. Background Art

[0002] An ecological retaining wall is a retaining wall that can not only play an ecological and environmental protection role, but also has a landscape function and can prevent soil erosion. With the accelerated construction of urban planning, various styles of ecological retaining walls can not only meet the needs of appreciation, but also be fully used in urban river management.

[0003] At present, the ecological retaining walls used on both sides of urban roads can only block collapsed soil. However, as the amount of rainwater increases, the mud on the inside of the retaining wall will flow into the road along the trapezoidal drainage ditch of the wall, which will not only bring safety hazards to passing vehicles, but also pollute the road surface stepped on by pedestrians.

[0004] For ecological retaining walls, when the soil enclosed in the retaining wall is washed into mud by rainwater, how to prevent the mud from flowing into the road or sidewalk along the trapezoidal drainage ditch of the wall is a technical difficulty that needs to be solved. Utility Model Content

[0005] The utility model aims to solve one of the technical problems existing in the prior art or related technology.

[0006] To this end, the technical solution adopted in this utility model is:

[0007] A water-utilizing ecological retaining wall comprises a transverse retaining assembly, a transfer retaining assembly installed outside the transverse retaining assembly, and a pressure-resistant assembly located directly below the transverse retaining assembly and the transfer retaining assembly. The transverse retaining assembly comprises a first base plate placed on the ground, a main anti-slip wall fixed on the top of the first base plate, a transverse conduit installed in a transverse groove on the top of the first base plate, and a first protective pad installed in a groove of the first base plate. The transfer retaining assembly comprises a second base plate located outside the first base plate, a secondary anti-slip wall fixed on the top of the second base plate, a drainage conduit installed in a ring groove on the top of the second base plate, and a second protective pad installed in the groove of the second base plate. The pressure-resistant assembly comprises a plurality of beams located at the bottom of the first base plate and the second base plate, and positioning columns movably installed in the beams.

[0008] In a preferred example, the utility model can be further configured as follows: the first bottom plate and the second bottom plate are cast by cement slabs, and drainage grooves are provided on the tops of the first bottom plate and the second bottom plate.

[0009] By adopting the above technical solution, grooves adapted to be clamped on beams are opened at the bottom of the first bottom plate and the second bottom plate, and the first bottom plate and the second bottom plate are fixed to the outside of multiple beams with the help of concrete. When the beams are fixed to the ground by positioning columns, the first bottom plate and the second bottom plate fixed by concrete pouring can provide a sufficiently stable stepping platform for pedestrians.

[0010] In a preferred example, the utility model can be further configured as follows: the main anti-slip wall and the secondary anti-slip wall are made of pre-tied steel bars and cast concrete, and the main anti-slip wall and the second bottom plate are provided with trapezoidal drainage grooves, the transverse duct and the drainage duct are made of stainless steel, and the surfaces of the transverse duct and the drainage duct are coated with anti-collision paint, and the inner sides of the transverse duct and the drainage duct are provided with evenly distributed notches.

[0011] By adopting the above technical scheme, the main anti-landslide wall is fixed on the top of the first base plate, and the secondary anti-landslide wall is fixed on the top of the second base plate. At this time, the drainage groove in the main anti-landslide wall and the drainage groove of the first base plate will be in a connected state, and the drainage groove in the secondary anti-landslide wall and the drainage groove of the second base plate will also be in a connected state. At the same time, the raised transverse duct and drainage duct can safely drain the mud while avoiding deformation of the transverse duct and drainage duct after being hit. When the first base plate and the main anti-landslide wall and the second base plate and the secondary anti-landslide wall are under pressure, the beams fixed to the ground by the positioning columns can provide sufficient stable pressure protection for the first base plate and the second base plate.

[0012] In a preferred example, the utility model can be further configured as follows: the first and second protective pads are overall semicircular tube structures, and the first and second protective pads are stainless steel plates, and bolts are movably installed in the raised plate surfaces on the tops of the first and second protective pads, the beam rod is molded from steel bars and concrete, and a concave hole is opened at one end of the beam rod close to the mountain.

[0013] By adopting the above technical solution, the first protective pad and the second protective pad are fixedly installed in the grooves inside the first bottom plate and the second bottom plate respectively by bolts, and the first protective pad and the second protective pad cooperate to provide anti-collision protection for the beam rod near the end of the mountain. At this time, the fixed first bottom plate, the second bottom plate and the beam rod can provide a sufficiently stable bearing capacity for the main anti-landslide wall and the secondary anti-landslide wall.

[0014] By adopting the above technical solution, the beneficial effects achieved by the utility model are as follows:

[0015] 1. The utility model uses a plurality of positioning columns to lay a plurality of beams at equal intervals along the ground where a wall is required, and cooperates with the pouring of concrete to the beams, the first bottom plate and the second bottom plate. At this time, the laid first bottom plates and the second bottom plates can provide drainage channels for mud and water. After the mud pre-impacts the back of the main anti-slip wall and the secondary anti-slip wall, the buffered mud will be transferred along the trapezoidal drainage grooves at the bottom of the main anti-slip wall and the drainage duct to the horizontal duct and the drainage duct. At this time, the wall can provide a walking path for pedestrians while preventing mud from pouring into the surface of the road. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 It is a schematic diagram of the utility model when in use;

[0017] Figure 2 It is a bottom view schematic diagram of the utility model;

[0018] Figure 3 It is a schematic diagram of the transverse retaining assembly and the transfer retaining assembly of the utility model;

[0019] Figure 4 For this utility model Figure 3 The enlarged schematic diagram of point A in the middle;

[0020] Figure 5 It is a scattered schematic diagram of the transverse retaining assembly and the transfer retaining assembly of the utility model;

[0021] Figure 6 For this utility model Figure 5 A magnified schematic diagram of point B in the middle.

[0022] Reference numerals:

[0023] 100, horizontal retaining assembly; 110, first bottom plate; 120, main anti-slide wall; 130, horizontal conduit; 140, first protective pad;

[0024] 200, transfer retaining assembly; 210, second bottom plate; 220, auxiliary anti-slip wall; 230, drainage catheter; 240, second protective pad;

[0025] 300, compression-resistant component; 310, beam; 320, positioning column. DETAILED DESCRIPTION

[0026] In order to make the purpose, technical solution and advantages of the utility model clearer, the utility model is further described in detail below in combination with specific implementation methods and with reference to the accompanying drawings. It should be noted that the embodiments of the utility model and the features in the embodiments can be combined with each other without conflict.

[0027] It should be understood that these descriptions are exemplary only and are not intended to limit the scope of the present invention.

[0028] A water-utilizing ecological retaining wall provided by some embodiments of the utility model will be described below in conjunction with the accompanying drawings.

[0029] Embodiment 1:

[0030] Combination Figure 1-Figure 6 As shown, the utility model provides a water-utilizing ecological retaining wall, including a transverse retaining assembly 100, a transition retaining assembly 200 installed outside the transverse retaining assembly 100, and a pressure-resistant assembly 300 located directly below the transverse retaining assembly 100 and the transition retaining assembly 200.

[0031] The horizontal retaining assembly 100 includes a first base plate 110, a main anti-landslide wall 120, a horizontal conduit 130 and a first protective pad 140, the transfer retaining assembly 200 includes a second base plate 210, a secondary anti-landslide wall 220, a drainage conduit 230 and a second protective pad 240, and the pressure-resistant assembly 300 includes a beam 310 and a positioning column 320.

[0032] Specifically, the main anti-slip wall 120 is fixed on the top of the first base plate 110, the transverse duct 130 is installed in the transverse groove on the top of the first base plate 110, the first protective pad 140 is installed in the groove of the first base plate 110, the second base plate 210 is located on the outside of the first base plate 110, the auxiliary anti-slip wall 220 is fixed on the top of the second base plate 210, the drainage duct 230 is installed in the annular groove on the top of the second base plate 210, the second protective pad 240 is installed in the groove of the second base plate 210, a plurality of beams 310 are located at the bottom of the first base plate 110 and the second base plate 210, and the positioning columns 320 are movably installed in the beams 310.

[0033] By laying stones on the road surface, the beam 310 is fixed on the stone road surface with the positioning column 320, and then the first base plate 110 and the second base plate 210 are fixed on multiple beams 310 distributed at equal intervals by using concrete mortar. After the first base plate 110, the second base plate 210 and the beam 310 are fixed, the main anti-slip wall 120 and the auxiliary anti-slip wall 220 can be fixed on the top of the first base plate 110 and the second base plate 210 respectively with concrete. After the mud pre-impacts the back of the main anti-slip wall 120 and the auxiliary anti-slip wall 220, the buffered mud will be transferred along the trapezoidal drainage groove at the bottom of the main anti-slip wall 120 and the drainage duct 230 to the horizontal duct 130 and the drainage duct 230, thereby preventing the mud from flowing into the road surface along the gap between the first base plate 110 and the second base plate 210, while ensuring the cleanliness of the pedestrian stepping side.

[0034] Embodiment 2:

[0035] Combination Figure 3-Figure 6 As shown, on the basis of Example 1, the first base plate 110 and the second base plate 210 are cast by cement slabs, and drainage grooves are provided on the tops of the first base plate 110 and the second base plate 210, the main anti-landslide wall 120 and the secondary anti-landslide wall 220 are cast by pre-tied steel bars and concrete, and trapezoidal drainage grooves are provided inside the main anti-landslide wall 120 and the second base plate 210, the transverse duct 130 and the drainage duct 230 are made of stainless steel material, and the surfaces of the transverse duct 130 and the drainage duct 230 are coated with anti-collision paint, and the inner sides of the transverse duct 130 and the drainage duct 230 are provided with evenly distributed notches.

[0036] By opening notches adapted to be clamped in the beams 310 at the bottom of the first bottom plate 110 and the second bottom plate 210, the first bottom plate 110 and the second bottom plate 210 are fixed to the outside of the plurality of beams 310 with the help of concrete. When the beams 310 are fixed to the ground by the positioning columns 320, the first bottom plate 110 and the second bottom plate 210 fixed by concrete pouring can provide a sufficiently stable stepping platform for pedestrians. When the drainage groove in the main anti-slip wall 120 and the drainage groove of the first bottom plate 110 are in a connected state, and the drainage groove in the auxiliary anti-slip wall 220 and the drainage groove of the second bottom plate 210 are also in a connected state, the raised transverse conduit 130 and the drainage conduit 230 can be used for mud. Safe drainage is carried out to avoid deformation of the transverse duct 130 and the drainage duct 230 after being hit. When the first base plate 110 and the main anti-landslide wall 120 and the second base plate 210 and the auxiliary anti-landslide wall 220 are under pressure, the beam 310 fixed to the ground by the positioning column 320 can provide sufficient stable pressure protection for the first base plate 110 and the second base plate 210. After the mud initially impacts the back of the main anti-landslide wall 120 and the auxiliary anti-landslide wall 220, the buffered mud can flow along the drainage trough and the drainage trough to the inner cavity of the transverse duct 130 and the drainage duct 230, and finally the drained mud can be safely discharged to avoid mud pouring into the road.

[0037] Embodiment 2:

[0038] Combination Figure 3-Figure 6 As shown, on the basis of Example 1, the first protective pad 140 and the second protective pad 240 are overall semi-circular tube structures, and the first protective pad 140 and the second protective pad 240 are stainless steel plates, and bolts are movably installed in the raised plate surfaces on the tops of the first protective pad 140 and the second protective pad 240, the beam 310 is molded from steel bars and concrete, and a concave hole is opened at one end of the beam 310 close to the mountain.

[0039] The first protection pad 140 and the second protection pad 240 are fixedly installed in the grooves inside the first base plate 110 and the second base plate 210 respectively by bolts, and the first protection pad 140 and the second protection pad 240 cooperate with each other to provide anti-collision protection for the beam 310 near the end of the mountain. At this time, the fixed first base plate 110, the second base plate 210 and the beam 310 can provide a sufficiently stable bearing capacity for the main anti-landslide wall 120 and the secondary anti-landslide wall 220, thereby ensuring that the multiple first base plates 110 and the second base plates 210 evenly laid on the ground remain stable during periods of excessive rainfall.

[0040] The working principle and use process of the utility model are as follows: first, a plurality of beams 310 are laid flat on the ground in advance, and then a plurality of first pads 140 and a plurality of second pads 240 are fixedly installed in the grooves on the tops of the first bottom plate 110 and the second bottom plate 210 respectively by rivets, and then the first bottom plate 110 and the second bottom plate 210 are laid according to the structure of the mountain or the hillside, and the positioning columns 320 are movably installed inside the beams 310, and the positioning columns 320 are pre-buried inside the soil, at which time the positioning columns 320 will position and press the beams 310, and then the mixed concrete slurry is poured on the outside of the beams 310 until the plurality of first bottom plates 110 and the second bottom plates 210 are fixed on the tops of the beams 310, and then the main anti-slip wall 120 and the secondary anti-slip wall 220 are fixed on the tops of the first bottom plate 110 and the second bottom plate 210 respectively by using steel bars and concrete;

[0041] During use, with the arrival of the rainy season, rainwater flowing down the slope or hill will pre-impact the back of the main anti-slip wall 120 near the positioning column 320, and then the blocked rainwater will flow along the drainage grooves at the bottom of the main anti-slip wall 120 and the auxiliary anti-slip wall 220 into the transverse grooves at the top of the first bottom plate 110 and the second bottom plate 210. Following the guidance of the transverse grooves, the rainwater will eventually flow into the docked transverse duct 130 and the drainage duct 230. At this time, the other side of the main anti-slip wall 120 and the auxiliary anti-slip wall 220 can be kept relatively clean to prevent mud and water from spreading to the road surface where pedestrians step.

[0042] Although the embodiments of the present invention have been shown and described, those skilled in the art will appreciate that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and purpose of the present invention, and that the scope of the present invention is defined by the claims and their equivalents.

Claims

1. A water-utilizing ecological retaining wall, characterized in that: It comprises a transverse retaining assembly (100), a transfer retaining assembly (200) installed outside the transverse retaining assembly (100), and a pressure-resistant assembly (300) located directly below the transverse retaining assembly (100) and the transfer retaining assembly (200); The transverse retaining assembly (100) comprises a first bottom plate (110) placed on the ground, a main anti-slip wall (120) fixed on the top of the first bottom plate (110), a transverse guide pipe (130) installed in a transverse groove on the top of the first bottom plate (110), and a first protective pad (140) installed in a groove of the first bottom plate (110); The transfer soil retaining assembly (200) comprises a second bottom plate (210) located outside the first bottom plate (110), a secondary anti-slip wall (220) fixed on the top of the second bottom plate (210), a drainage conduit (230) installed in the annular groove on the top of the second bottom plate (210), and a second protective pad (240) installed in the groove of the second bottom plate (210); The pressure-resistant assembly (300) comprises a plurality of beams (310) located at the bottom of the first bottom plate (110) and the second bottom plate (210), and positioning columns (320) movably installed in the beams (310).

2. The water-utilizing ecological retaining wall according to claim 1, characterized in that: The first bottom plate (110) and the second bottom plate (210) are cast by cement slabs, and drainage grooves are provided on the tops of the first bottom plate (110) and the second bottom plate (210).

3. The water-utilizing ecological retaining wall according to claim 1 is characterized in that: The main anti-slip wall (120) and the auxiliary anti-slip wall (220) are formed by pre-tied steel bars and poured concrete, and trapezoidal drainage grooves are provided inside the main anti-slip wall (120) and the second bottom plate (210).

4. The water-utilizing ecological retaining wall according to claim 1 is characterized in that: The transverse duct (130) and the drainage duct (230) are made of stainless steel, and the surfaces of the transverse duct (130) and the drainage duct (230) are coated with anti-collision paint, and the inner sides of the transverse duct (130) and the drainage duct (230) are provided with evenly distributed notches.

5. The water-utilizing ecological retaining wall according to claim 1, characterized in that: The first protective pad (140) and the second protective pad (240) are of a semicircular tube structure as a whole, and the first protective pad (140) and the second protective pad (240) are stainless steel plates, and bolts are movably installed in the raised plate surface on the top of the first protective pad (140) and the second protective pad (240).

6. The water-utilizing ecological retaining wall according to claim 1, characterized in that: The beam (310) is molded from steel bars and concrete, and a concave hole is provided at one end of the beam (310) close to the mountain.

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