Vortex elimination pile plate combined type landscape bank protection retaining wall structure

Abstract

The utility model relates to the field of bank protection retaining walls, in particular to a vortex elimination pile and plate combined type landscape bank protection retaining wall structure which comprises a main stress pile, the main stress pile comprises a rectangular body, and an arc-shaped face is arranged on the water facing side of the rectangular body; the soil retaining plate is arranged on one side, far away from the arc-shaped surface, of the main stress pile; the top beam is fixedly connected to the upper portion of the main stress pile and the upper portion of the soil retaining plate. Wherein the number of the main stress piles is multiple, the number of the soil retaining plates is multiple, and the two side edges of the soil retaining plates are arranged on the sides, away from water, of the main stress piles after being spliced. According to the vortex eliminating pile plate combined type landscape bank protection retaining wall structure, the front portion of the retaining wall is provided with an arc shape, remaining vortexes can be conveniently discharged in time, meanwhile, the soil retaining plate is provided with the longitudinal grids and the transverse grids, backflow vortexes can be effectively broken, and the retaining wall structure can be used for personnel to climb when the personnel fall into water.

Description

Technical Field

[0001] The utility model relates to the technical field of revetment retaining walls, and particularly relates to a vortex-eliminating pile-plate combined landscape revetment retaining wall structure. Background Art

[0002] At present, the construction of river revetments in China is an important measure for river regulation and plays an important role in ensuring the safety of riverbanks and the residents and facilities along the river. There are many types of revetments, such as pile type, vertical retaining wall type, slope protection type, etc. Among them, the pile-plate combined structure composed of piles and plates has been widely used in recent years. It mostly adopts the combination of rectangular square piles and rectangular plates. Its disadvantage is that in actual use, the ship traveling wave will cause backflow between the piles, resulting in vortices that scour the soil in front of the piles. Content of the Utility Model

[0003] The utility model provides a vortex-eliminating pile-plate combined landscape revetment retaining wall structure. By setting the front part of the pile with an arc shape, it is convenient to discharge the remaining vortices in time. At the same time, the retaining plate is provided with longitudinal grids and transverse grids, which can effectively break the backflow vortices and can be used for people to climb when someone falls into the water.

[0004] To achieve the above object, the utility model provides the following technical solutions:

[0005] A vortex-eliminating pile-plate combined landscape revetment retaining wall structure, comprising:

[0006] Main stress piles, the main stress piles include a rectangular main body, and an arc surface is provided on the water-facing side of the rectangular main body;

[0007] Retaining plates, the retaining plates are arranged on the side of the main stress piles away from the arc surface;

[0008] Crown beams, the crown beams are fixedly connected above the main stress piles and the retaining plates;

[0009] Among them, multiple main stress piles are provided, multiple retaining plates are provided, and the two side edges of the retaining plates are spliced and arranged on the water-away side of the main stress piles.

[0010] Further, a geotextile is arranged on the water-away side at the joint of the two retaining plates.

[0011] Further, multiple longitudinally staggered longitudinal grids and transverse grids are arranged on the side of the retaining plate close to the main stress piles.

[0012] Further, a planting bin is arranged inside the retaining plate.

[0013] Further, a planting bucket is installed in the planting bin, and planting soil and aquatic plants are arranged in the planting bucket.

[0014] Furthermore, an installation groove matching the cross-sections of the main stress-bearing piles and the retaining plates is provided on the lower surface of the capping beam. The tops of the main stress-bearing piles and the retaining plates are embedded in the installation groove by 5-10 cm and connected by steel bars.

[0015] Furthermore, luminous concrete is provided on the water-facing side of the capping beam.

[0016] The utility model has the following beneficial effects:

[0017] By providing an arc shape at the front of the pile, it is convenient to discharge the remaining vortices in time. At the same time, the retaining plate is provided with longitudinal grids and transverse grids, which can effectively break the backflow vortices and can be used for people to climb when someone falls into the water. At the same time, geotextiles are provided to further prevent soil erosion. At the same time, in order to create an ecological effect and provide a habitat for aquatic animals, it is beneficial to the water and soil exchange before and after the plate. A planting bucket is installed in the planting bin, and planting soil and aquatic plants are arranged in the planting bucket. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 Structure schematic diagram of the utility model.

[0019] Figure 2 Structure schematic diagram of the utility model after removing the cross beam.

[0020] Figure 3 Structure schematic diagram of a single retaining plate and the main stress-bearing columns on both sides.

[0021] Figure 4 Structure schematic diagram at the planting bin. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0022] The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present utility model. Embodiment

[0023] Please refer to Figures 1-4 , a vortex-eliminating pile-plate combined landscape revetment retaining wall structure, including a main stress-bearing pile 10, the main stress-bearing pile 10 includes a rectangular main body 101, and an arc surface 102 is provided on the water-facing side of the rectangular main body 101;

[0024] A retaining plate 20, the retaining plate 20 is arranged on the side of the main stress-bearing pile 10 away from the arc surface 102;

[0025] The capping beam 30 is fixedly connected above the main load-bearing piles 10 and the retaining plates 20.

[0026] Among them, multiple main load-bearing piles 10 are provided, and multiple retaining plates 20 are provided. After the two side edges of the retaining plates 20 are spliced, they are arranged on the water-facing side of the main load-bearing piles 10.

[0027] An installation groove matching the cross-sections of the main load-bearing piles 10 and the retaining plates 20 is provided on the lower surface of the capping beam 20. The tops of the main load-bearing piles 10 and the retaining plates 20 are embedded 5 - 10 cm into the installation groove and are connected by steel bars.

[0028] Specifically, by setting the capping beam 30 to be embedded and connected by steel bars with the main load-bearing piles 10 and the retaining plates 20, the overall bearing capacity of the retaining wall structure is enhanced. The water-facing side of the arc surface of the main load-bearing pile 10 can conveniently discharge the remaining vortices caused by the backflow of the ship wave between the piles in time. And a hollow circular hole is provided in the middle of the main load-bearing pile 10, which can be made by cast-in-place or precast concrete. The retaining plate 20 can prevent soil erosion.

[0029] Furthermore, in order to further reduce soil erosion, a geotextile 40 is provided on the water-facing side at the joint of the two retaining plates 20.

[0030] Furthermore, a plurality of longitudinally arranged longitudinal grids 201 and transversely arranged transverse grids 202 are provided on one side of the retaining plate 20 close to the main load-bearing pile 10. The retaining plate 20 is arranged behind the main load-bearing pile 10, mainly playing a landscape effect with unevenness and layers. The longitudinal and transverse grids provided on the retaining plate 20 are mainly used to break the backflow vortices and can also be used as handrails for people to climb when falling into the water.

[0031] Furthermore, a planting bin 203 is provided inside the retaining plate 20. At the same time, in order to create an ecological effect and a habitat for aquatic animals and facilitate the water and soil exchange before and after the plate, a planting bucket 2031 is installed in the planting bin 203, and planting soil and aquatic plants are provided in the planting bucket 2031.

[0032] Furthermore, luminous concrete is provided on the water-facing side of the capping beam 30, which can be used as a warning sign on the waterway.

[0033] It should be noted that in this text, relational terms such as first and second are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the terms "comprising", "including" or any other variant thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device comprising a series of elements not only includes those elements, but also includes other elements not expressly listed, or elements inherent to such process, method, article or device.

[0034] The above are only the preferred embodiments of the present utility model. It should be pointed out that for those of ordinary skill in the art, without departing from the technical principle of the present utility model, several improvements and modifications can be made, and these improvements and modifications should also be regarded as the protection scope of the present utility model.

Claims

1. A vortex-eliminating pile-plate combined landscape revetment retaining wall structure, characterized in that: include, A main load-bearing pile (10), the main load-bearing pile (10) comprising a rectangular main body (101), the rectangular main body (101) having a curved surface (102) on the water-facing side; A retaining plate (20), the retaining plate (20) being arranged on a side of the main load-bearing pile (10) away from the arc-shaped surface (102); A crown beam (30), the crown beam (30) being fixedly connected above the main load-bearing pile (10) and the retaining plate (20); There are a plurality of main force-bearing piles (10), a plurality of earth retaining plates (20), and two side edges of the earth retaining plates (20) are spliced ​​and arranged on the side of the main force-bearing piles (10) away from the water.

2. The vortex-eliminating pile-plate combined landscape revetment retaining wall structure according to claim 1 is characterized in that: A geotextile (40) is provided on the water-repellent side of the joint of the two retaining plates (20).

3. A vortex-eliminating pile-sheet combined landscape revetment retaining wall structure according to claim 1 or 2, characterized in that: A plurality of staggered longitudinal grids (201) and transverse grids (202) are provided on one side of the retaining plate (20) close to the main load-bearing pile (10).

4. The vortex-eliminating pile-plate combined landscape revetment retaining wall structure according to claim 3 is characterized in that: A planting bin (203) is provided in the retaining plate (20).

5. The vortex-eliminating pile-plate combined landscape revetment retaining wall structure according to claim 4 is characterized in that: A planting barrel (2031) is installed in the planting bin (203), and planting soil and aquatic plants are arranged in the planting barrel (2031).

6. The vortex-eliminating pile-plate combined landscape revetment retaining wall structure according to claim 1 is characterized in that: The lower surface of the crown beam (30) is provided with an installation groove matching the cross-section of the main load-bearing pile (10) and the retaining plate (20); the tops of the main load-bearing pile (10) and the retaining plate (20) are embedded in the installation groove by 5 to 10 cm and are connected by steel bars.

7. The vortex-eliminating pile-sheet combined landscape revetment retaining wall structure according to claim 1 is characterized in that: Luminous concrete is provided on the water-facing side of the crown beam (30).

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