CN216445905U - Vertical type barricade of special river course of hydraulic engineering - Google Patents

Abstract

The utility model discloses a vertical retaining wall of a river channel special for hydraulic engineering, which comprises a retaining mechanism, a top drainage mechanism and a soil body drainage mechanism, wherein the retaining mechanism comprises a soil body, a concrete foundation body, a concrete retaining wall and a concrete wall toe, the soil body is fixedly connected with the concrete retaining wall, the concrete foundation body is fixedly connected with the soil body, the concrete retaining wall is fixedly connected with the concrete foundation body, and the concrete wall toe is fixedly connected with the concrete retaining wall. The water body on the upper layer of the soil body is quickly discharged through the first water baffle and the second water baffle, so that the instability of the bottom of the concrete retaining wall caused by the fact that more water body permeates to the bottom of the concrete retaining wall is avoided, and the stability of the concrete retaining wall is improved.

Description

Vertical type barricade of special river course of hydraulic engineering

Technical Field

The utility model relates to the field of hydraulic engineering, in particular to a vertical retaining wall of a river channel special for hydraulic engineering.

Background

The hydraulic engineering mainly researches basic knowledge and skills in the aspects of engineering hydrology, hydraulic engineering measurement, hydraulic reinforced concrete, hydraulic structures, engineering drawing and the like, and carries out engineering planning design, engineering site construction, engineering budget and hydraulic equipment maintenance and repair in the hydraulic engineering field, for example: building various types of hydraulic buildings such as dams, dikes, spillways, water gates, channels, crossing tanks, rafts, fishways and the like.

When carrying out the hydraulic engineering construction, need build self-supporting barricade, traditional self-supporting barricade keeps off native poor stability, and most self-supporting barricade drainage mechanism is discharged the soil body easily, leads to the soil body to run off. Therefore, the upright retaining wall of the river channel special for the hydraulic engineering is provided aiming at the problems.

SUMMERY OF THE UTILITY MODEL

The embodiment provides a vertical retaining wall of a river channel special for hydraulic engineering, which is used for solving the problems that the traditional self-supporting retaining wall has poor retaining stability and most of self-supporting retaining wall drainage mechanisms are easy to discharge soil bodies to cause soil body loss in the prior art.

According to one aspect of the utility model, the vertical retaining wall of the river channel special for the hydraulic engineering comprises a soil retaining mechanism, a top drainage mechanism and a soil body drainage mechanism, wherein the soil retaining mechanism comprises a soil body, a concrete foundation body, a concrete retaining wall and a concrete wall toe, the soil body is fixedly connected with the concrete retaining wall, the concrete foundation body is fixedly connected with the soil body, the concrete retaining wall is fixedly connected with the concrete foundation body, and the concrete wall toe is fixedly connected with the concrete retaining wall;

the top drainage mechanism comprises a concrete coping, a second water drain pipe and a clamping groove, the concrete coping is fixedly connected with a soil body, the concrete coping is fixedly connected with a concrete retaining wall, the second water drain pipe is fixedly connected with the concrete coping, the second water drain pipe is fixedly communicated with a water collecting tank, the clamping groove is fixedly connected with the concrete coping, and the clamping groove is in sliding connection with the first filtering baffle;

soil body row mechanism includes fixed plate, No. two filter baffle and geotechnological cloth layer, fixed plate and concrete retaining wall fixed connection, and fixed plate and rose box fixed connection No. one, No. two filter baffle and fixed plate, and No. two filter baffle and rose box fixed connection, geotechnological cloth layer and rose box fixed connection No. one, and geotechnological cloth layer and No. two rose box fixed connection, No. two inside filter cotton layer, the filter of being provided with of rose box, filter sand layer, No. two filters and filtration metalling.

Further, inside and a vertical reinforcing bar fixed connection of concrete ground base member, a vertical reinforcing bar and a horizontal reinforcing bar fixed connection, a horizontal reinforcing bar and concrete ground base member fixed connection.

Further, the inside vertical reinforcing bar that is provided with a plurality of concrete ground base member, a vertical reinforcing bar evenly distributed is inside concrete ground base member, the inside horizontal reinforcing bar that is provided with a plurality of concrete ground base member, a horizontal reinforcing bar evenly distributed is inside concrete ground base member.

Furthermore, the interior of the concrete retaining wall is fixedly connected with a third vertical steel bar, the third vertical steel bar is fixedly connected with a third horizontal steel bar, and the third horizontal steel bar is fixedly connected with the concrete retaining wall.

Further, inside a plurality of No. three vertical reinforcing bars that are provided with of concrete retaining wall, it is a plurality of No. three vertical reinforcing bar evenly distributed is inside concrete retaining wall, inside a plurality of No. three horizontal reinforcing bar that are provided with of concrete retaining wall, it is a plurality of No. three horizontal reinforcing bar evenly distributed is inside concrete retaining wall, No. three vertical reinforcing bar and a vertical reinforcing bar fixed connection.

Further, inside and No. two horizontal reinforcement fixed connection of concrete wall toe, No. two horizontal reinforcement and No. two vertical reinforcement fixed connection, No. two vertical reinforcement and concrete wall toe fixed connection.

Further, inside being provided with a plurality of vertical reinforcing bars No. two of concrete wall toe, it is a plurality of No. two vertical reinforcing bar evenly distributed is inside concrete wall toe, inside being provided with a plurality of horizontal reinforcing bar No. two of concrete wall toe, it is a plurality of No. two horizontal reinforcing bar evenly distributed is inside concrete wall toe, No. two vertical reinforcing bar and No. three vertical reinforcing bar fixed connection.

Further, concrete coping surface is provided with the water catch bowl, the draw-in groove is located the inside concrete coping fixed connection of water catch bowl, No. one filter baffle both sides all with draw-in groove sliding connection, concrete coping surface is provided with a plurality of water-escape pipes No. two, No. two water-escape pipes all with distribute at concrete coping surface.

Furthermore, the concrete retaining wall is fixedly connected with a water baffle plate I, the depth of the water baffle plate I embedded in the soil body is 1m, the concrete retaining wall is fixedly connected with a water baffle plate II, and the depth of the water baffle plate II embedded in the soil body is 1.5 m.

Furthermore, the filter box is tightly attached to the water drain pipe, the water drain pipe is fixedly connected with the concrete retaining wall, the surface of the concrete retaining wall is provided with a plurality of water drain pipes, and the water drain pipes are uniformly distributed on the surface of the concrete retaining wall.

According to the embodiment of the utility model, the soil body is stably supported through the soil retaining mechanism, the soil body is ensured to be stable, the water body is collected and discharged through the top drainage mechanism, and the water body is filtered and discharged through the soil body drainage mechanism, so that the soil body is prevented from losing.

Drawings

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

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

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

FIG. 3 is a schematic view of the internal structure of a first filtering box 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 invention.

In the figure: 1. a soil body; 2. a concrete retaining wall; 3. a first water drain pipe; 4. pressing the concrete; 5. a water collection tank; 6. a second water drain pipe; 7. a first filtering baffle; 8. a concrete ground substrate; 9. a first vertical steel bar; 10. a first horizontal steel bar; 11. concrete wall toe; 12. a second vertical steel bar; 13. a second horizontal steel bar; 14. a third vertical steel bar; 15. a third horizontal steel bar; 16. a water baffle; 17. a water baffle II; 18. a fixing plate; 19. a first filter box; 20. a second filtering baffle; 21. a geotextile layer; 22. a filter cotton layer; 23. a first filter plate; 24. filtering the sand layer; 25. a second filter plate; 26. filtering the crushed stone layer; 27. a card slot; 28. no. two rose boxes.

Detailed Description

In order to make those skilled in the art better understand the technical solutions of the present invention, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the 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 invention.

It should be noted that the terms "first," "second," and the like in the description and claims of the present invention 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 is to be understood that the data so used may be interchanged under appropriate circumstances in order to facilitate the description of the embodiments of the utility model herein. Moreover, 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 the present invention, the terms "upper", "lower", "left", "right", "front", "rear", "top", "bottom", "inner", "outer", "center", "vertical", "horizontal", "lateral", "longitudinal", and the like indicate an orientation or positional relationship based on the orientation or positional relationship shown in the drawings. These terms are used primarily to better describe the utility model and its embodiments and are not intended 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 meanings of these terms in the present invention can be understood by those skilled 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 meanings of the above terms in the present invention can be understood according to specific situations by those of ordinary skill in the art.

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

The soil drainage mechanism in this embodiment may be applicable to various retaining walls, for example, in this embodiment, a vertical retaining wall of a river channel dedicated for hydraulic engineering is provided, and the soil drainage mechanism in this embodiment may be used to drain the soil behind the retaining wall.

A vertical retaining wall of a river channel special for hydraulic engineering comprises a gravel layer and a reinforcing device, wherein a drainage groove is formed in the middle of the upper end of the gravel layer, a drainage plate is arranged at the upper end of the drainage groove, the right end of the drainage plate is fixedly attached to the left end of a retaining wall body, the front end of the retaining wall body is fixedly attached to the rear end of a raised line, a connecting groove is formed in the rear end of the retaining wall body, a clamping plate is arranged at the lower end inside the connecting groove, the left end of the reinforcing device is fixedly attached to the right end of the retaining wall body, the reinforcing device is composed of a reinforcing frame, a reinforcing column, a protecting plate, a bonding layer, a concrete layer, a vertical rod and a cross rod, the left end of the reinforcing frame is fixedly attached to the right end of the retaining wall body, the upper end of the reinforcing column is fixedly attached to the lower end of the reinforcing frame, the reinforcing effect is achieved, the left end of the protecting plate is fixedly attached to the right end edge of the reinforcing frame, the protecting effect is achieved, and the reinforcing effect is further achieved, the adhesive linkage left end laminates with the concrete layer right-hand member mutually, be favorable to increasing the fixity between concrete layer and the guard plate, the effect of bonding has been realized, concrete layer is located anchor frame inside, and the parcel is outside at montant and horizontal pole, be favorable to playing the reinforced effect, and then protected the revetment body, both ends are all pegged graft with the inside upper and lower both ends of anchor frame about the montant, both ends are all pegged graft with anchor frame front and back both ends around the horizontal pole, be favorable to mutually supporting with the horizontal pole, the reinforced effect has been played.

Of course, the embodiment can also be used for providing supporting services for other retaining walls. Here, a description is not repeated, and a description is provided below of the vertical retaining wall of the river channel dedicated to hydraulic engineering according to an embodiment of the present invention.

Referring to fig. 1-4, a vertical retaining wall of a river channel dedicated for hydraulic engineering comprises a soil retaining mechanism, a top drainage mechanism and a soil drainage mechanism, wherein the soil retaining mechanism comprises a soil body 1, a concrete foundation 8, a concrete retaining wall 2 and a concrete wall toe 11, the soil body 1 is fixedly connected with the concrete retaining wall 2, the concrete foundation 8 is fixedly connected with the soil body 1, the concrete retaining wall 2 is fixedly connected with the concrete foundation 8, and the concrete wall toe 11 is fixedly connected with the concrete retaining wall 2;

the top drainage mechanism comprises a concrete coping 4, a second water outlet pipe 6 and a clamping groove 27, wherein the concrete coping 4 is fixedly connected with a soil body 1, the concrete coping 4 is fixedly connected with a concrete retaining wall 2, the second water outlet pipe 6 is fixedly connected with the concrete coping 4, the second water outlet pipe 6 is fixedly communicated with a water collecting tank 5, the clamping groove 27 is fixedly connected with the concrete coping 4, and the clamping groove 27 is slidably connected with a first filtering baffle 7;

the soil body arrangement mechanism comprises a fixing plate 18, a second filtering baffle plate 20 and a geotechnical cloth layer 21, the fixing plate 18 is fixedly connected with a concrete retaining wall 2, the fixing plate 18 is fixedly connected with a first filtering box 19, the second filtering baffle plate 20 is fixedly connected with the fixing plate 18, the second filtering baffle plate 20 is fixedly connected with the first filtering box 19, the geotechnical cloth layer 21 is fixedly connected with a second filtering box 28, a filtering cotton layer 22, a first filtering plate 23, a filtering sand layer 24, a second filtering plate 25 and a filtering gravel layer 26 are arranged inside the second filtering box 28, the soil body 1 is stably supported through a soil retaining mechanism, the soil body 1 is guaranteed to be stable, the water body is collected and discharged through a top drainage mechanism, and the water body is filtered and discharged through the soil body drainage mechanism to avoid loss of the soil body 1.

The concrete retaining wall is characterized in that the interior of a concrete base body 8 is fixedly connected with a first vertical steel bar 9, the first vertical steel bar 9 is fixedly connected with a first horizontal steel bar 10, the first horizontal steel bar 10 is fixedly connected with the concrete base body 8, a plurality of first vertical steel bars 9 are arranged in the concrete base body 8, the first vertical steel bars 9 are uniformly distributed in the concrete base body 8, a plurality of first horizontal steel bars 10 are arranged in the concrete base body 8, the first horizontal steel bars 10 are uniformly distributed in the concrete base body 8, the interior of the concrete retaining wall 2 is fixedly connected with a third vertical steel bar 14, the third vertical steel bar 14 is fixedly connected with a third horizontal steel bar 15, the third horizontal steel bar 15 is fixedly connected with the concrete retaining wall 2, a plurality of third vertical steel bars 14 are arranged in the concrete retaining wall 2, and a plurality of the third vertical steel bars 14 are uniformly distributed in the concrete retaining wall 2, the concrete retaining wall is characterized in that a plurality of third horizontal steel bars 15 are arranged inside the concrete retaining wall 2, the plurality of third horizontal steel bars 15 are uniformly distributed inside the concrete retaining wall 2, the third vertical steel bars 14 are fixedly connected with the first vertical steel bars 9, the inside of the concrete wall toe 11 is fixedly connected with the second horizontal steel bars 13, the second horizontal steel bars 13 are fixedly connected with the second vertical steel bars 12, the second vertical steel bars 12 are fixedly connected with the concrete wall toe 11, the inside of the concrete wall toe 11 is provided with a plurality of second vertical steel bars 12, the plurality of second vertical steel bars 12 are uniformly distributed inside the concrete wall toe 11, the inside of the concrete wall toe 11 is provided with a plurality of second horizontal steel bars 13, the plurality of second horizontal steel bars 13 are uniformly distributed inside the concrete wall toe 11, the second vertical steel bars 12 are fixedly connected with the third vertical steel bars 14, and the surface of the concrete coping 4 is provided with a water collecting groove 5, the clamping groove 27 is positioned in the water collecting tank 5 and fixedly connected with the concrete coping 4, both sides of the first filtering baffle 7 are in sliding connection with the clamping groove 27, a plurality of second water drain pipes 6 are arranged on the surface of the concrete coping 4, the second water drain pipes 6 are distributed on the surface of the concrete coping 4, the concrete retaining wall 2 is fixedly connected with a water baffle 16, the water baffle 16 is embedded in the soil body 1m deep, the concrete retaining wall 2 is fixedly connected with a second water baffle 17, the second water baffle 17 is embedded into the soil body 1 with the depth of 1.5m, the first filter tank 19 is tightly attached to the first water drain pipe 3, the first water drain pipe 3 is fixedly connected with the concrete retaining wall 2, a plurality of water drain pipes 3 are arranged on the surface of the concrete retaining wall 2, and the water drain pipes 3 are uniformly distributed on the surface of the concrete retaining wall 2.

When the rainwater-proof and anti-skidding type concrete retaining wall is used, the stability of the concrete retaining wall 2 is improved through the concrete base body 8, the concrete retaining wall 2 is guaranteed to have enough support performance on a soil body 1, the concrete wall toe 11 is pressed down by the soil body 1, the concrete retaining wall 2 is fixed through the concrete wall toe 11 through the pressure provided by the soil body 1, the stability of the concrete retaining wall 2 is further improved, the soil body 1 is guaranteed to be stably supported, the soil body 1 is prevented from sliding, the edge of the soil body 1 is pressed through the concrete pressing top 4, the top side slope of the soil body 1 is guaranteed to be stable, when raining, rainwater is collected through the water collecting tank 5 and is discharged through the second water discharge pipe 6, the rainwater is guaranteed to orderly flow out of the surface of the soil body 1, impurities in the rainwater are filtered through the first filtering baffle 7, the first filtering baffle 7 is inserted into the clamping groove 27, the first filtering baffle 7 is pulled out of the clamping groove 27, the first filtering baffle 7 is convenient to clean, the water permeability of the first filtering baffle 7 is ensured, the smooth drainage is ensured, rainwater seeps downwards through the soil body 1, the rainwater seeps into the second filtering tank 28 through the first filtering tank 19, the primary filtering is carried out through the geotextile layer 21, the water body is fully filtered through the filtering cotton layer 22, the filtering sand layer 24 and the filtering gravel layer 26, the soil body 1 is prevented from flowing out through the first drain pipe 3, the upper rainwater is primarily blocked through the first water baffle 16, the water body on the upper layer of the soil body 1 is discharged through the first drain pipe 3 on the first layer, the water body on the upper part of the soil body 1 is blocked through the second water baffle 17, the water body is discharged through the first drain pipe 3 on the second layer, the water body on the upper layer of the soil body 1 is rapidly discharged through the first water baffle 16 and the second water baffle 17, and the phenomenon that more water body seeps to the bottom of the concrete retaining wall 2 to cause instability is avoided, the stability of the concrete retaining wall 2 is improved.

The utility model has the advantages that:

1. the concrete retaining wall has a retaining measure, the stability of the concrete retaining wall is improved through the concrete base body, the concrete retaining wall is guaranteed to have enough support performance on a soil body, the concrete wall toe is pressed down by the soil body box, the concrete retaining wall is fixed through the concrete wall toe through the pressure provided by the soil body, the stability of the concrete retaining wall is further improved, the soil body is guaranteed to be stably supported, and the soil body is prevented from sliding on a slope;

2. the rainwater drainage device has a top drainage measure, the edge of a soil body is pressed through concrete pressing, the top slope of the soil body is ensured to be stable, when raining, rainwater is collected through the water collecting tank and is discharged through the second water drain pipe, the rainwater is ensured to orderly flow out of the surface of the soil body, impurities mixed in the rainwater are filtered through the first filtering baffle plate, the first filtering baffle plate is inserted into the clamping groove, the first filtering baffle plate is pulled out of the clamping groove, the first filtering baffle plate is convenient to clean, the water permeability of the first filtering baffle plate is ensured, and the smooth drainage is ensured;

3. the rainwater filtering device is reasonable in mechanism, rainwater seeps downwards through a soil body, the rainwater seeps into the second filtering box through the first filtering box, primary filtering is carried out through the geotechnical cloth layer, water is fully filtered through the filtering cotton layer, the filtering sand layer and the filtering gravel layer, the soil body is prevented from flowing out through the first water drain pipe, the rainwater on the upper portion is primarily blocked through the first water baffle plate, the water on the upper layer of the soil body is discharged through the first water drain pipe on the first layer, the water on the upper portion of the soil body is blocked through the second water baffle plate, the water is discharged through the first water drain pipe on the second layer, the water on the upper layer of the soil body is rapidly discharged through the first water baffle plate and the second water baffle plate, the phenomenon that the bottom of the concrete retaining wall is unstable due to the fact that more water penetrates to the bottom of the concrete retaining wall is avoided, and the stability of the concrete retaining wall is improved.

It is fully within the purview of one skilled in the art to make the utility model, including the circuits and electronic components and modules, known in the art, and without undue experimentation, the utility model is not limited to software and process modifications.

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

Claims (10)

1. The utility model provides a vertical type barricade of special river course of hydraulic engineering which characterized in that: the soil retaining mechanism comprises a soil retaining mechanism, a top drainage mechanism and a soil drainage mechanism, wherein the soil retaining mechanism comprises a soil body (1), a concrete foundation body (8), a concrete retaining wall (2) and a concrete wall toe (11), the soil body (1) is fixedly connected with the concrete retaining wall (2), the concrete foundation body (8) is fixedly connected with the soil body (1), the concrete retaining wall (2) is fixedly connected with the concrete foundation body (8), and the concrete wall toe (11) is fixedly connected with the concrete retaining wall (2);

the top drainage mechanism comprises a concrete coping (4), a second water drain pipe (6) and a clamping groove (27), the concrete coping (4) is fixedly connected with a soil body (1), the concrete coping (4) is fixedly connected with a concrete retaining wall (2), the second water drain pipe (6) is fixedly connected with the concrete coping (4), the second water drain pipe (6) is fixedly communicated with a water collecting tank (5), the clamping groove (27) is fixedly connected with the concrete coping (4), and the clamping groove (27) is in sliding connection with a first filtering baffle (7);

soil body row mechanism includes fixed plate (18), No. two filter baffle (20) and geotechnological cloth layer (21), fixed plate (18) and concrete retaining wall (2) fixed connection, and fixed plate (18) and rose box (19) fixed connection, No. two filter baffle (20) and fixed plate (18), and No. two filter baffle (20) and rose box (19) fixed connection, geotechnological cloth layer (21) and rose box (19) fixed connection, and geotechnological cloth layer (21) and No. two rose box (28) fixed connection, No. two rose box (28) inside is provided with filters cotton layer (22), filter (23), filters sand layer (24), No. two filter (25) and filters metalling (26).

2. The upright retaining wall of the river channel special for the hydraulic engineering as claimed in claim 1, wherein: concrete ground base member (8) inside and vertical reinforcing bar (9) fixed connection, vertical reinforcing bar (9) and horizontal reinforcing bar (10) fixed connection, horizontal reinforcing bar (10) and concrete ground base member (8) fixed connection.

3. The upright retaining wall of the river channel special for the hydraulic engineering as claimed in claim 2, wherein: concrete ground base member (8) inside is provided with a plurality of vertical reinforcing bar (9) No. one, vertical reinforcing bar (9) evenly distributed is inside concrete ground base member (8), concrete ground base member (8) inside is provided with a plurality of horizontal reinforcement (10) No. one, horizontal reinforcement (10) evenly distributed is inside concrete ground base member (8).

4. The vertical retaining wall for the river channel special for the hydraulic engineering as claimed in claim 1, wherein: concrete retaining wall (2) inside and No. three vertical reinforcement (14) fixed connection, No. three vertical reinforcement (14) and No. three horizontal reinforcement (15) fixed connection, No. three horizontal reinforcement (15) and concrete retaining wall (2) fixed connection.

5. The vertical retaining wall for the river channel special for the hydraulic engineering as claimed in claim 4, wherein: concrete retaining wall (2) inside is provided with a plurality of vertical reinforcing bar (14) No. three, and is a plurality of No. three vertical reinforcing bar (14) evenly distributed is inside concrete retaining wall (2), concrete retaining wall (2) inside is provided with a plurality of horizontal reinforcement (15) No. three, and is a plurality of No. three horizontal reinforcement (15) evenly distributed is inside concrete retaining wall (2), No. three vertical reinforcing bar (14) and vertical reinforcing bar (9) fixed connection.

6. The upright retaining wall of the river channel special for the hydraulic engineering as claimed in claim 1, wherein: concrete wall toe (11) inside and No. two horizontal reinforcement (13) fixed connection, No. two horizontal reinforcement (13) and No. two vertical reinforcement (12) fixed connection, No. two vertical reinforcement (12) and concrete wall toe (11) fixed connection.

7. The upright retaining wall of the river channel special for the hydraulic engineering as claimed in claim 6, wherein: concrete wall toe (11) inside is provided with a plurality of vertical reinforcing bar (12) No. two, and is a plurality of No. two vertical reinforcing bar (12) evenly distributed is inside concrete wall toe (11), concrete wall toe (11) inside is provided with a plurality of horizontal reinforcement (13) No. two, and is a plurality of No. two horizontal reinforcement (13) evenly distributed is inside concrete wall toe (11), No. two vertical reinforcing bar (12) and No. three vertical reinforcing bar (14) fixed connection.

8. The upright retaining wall of the river channel special for the hydraulic engineering as claimed in claim 1, wherein: concrete coping (4) surface is provided with water catch bowl (5), draw-in groove (27) are located inside and concrete coping (4) fixed connection of water catch bowl (5), No. one filtering baffle (7) both sides all with draw-in groove (27) sliding connection, concrete coping (4) surface is provided with a plurality of No. two outlet pipes (6), No. two outlet pipes (6) all with distribute on concrete coping (4) surface.

9. The upright retaining wall of the river channel special for the hydraulic engineering as claimed in claim 1, wherein: the concrete retaining wall (2) is fixedly connected with the first water retaining plate (16), the depth of the first water retaining plate (16) embedded in the soil body (1) is 1m, the concrete retaining wall (2) is fixedly connected with the second water retaining plate (17), and the depth of the second water retaining plate (17) embedded in the soil body (1) is 1.5 m.

10. The upright retaining wall of the river channel special for the hydraulic engineering as claimed in claim 1, wherein: a rose box (19) and a wash-out pipe (3) closely laminate, wash-out pipe (3) and concrete retaining wall (2) fixed connection, concrete retaining wall (2) surface is provided with a plurality of wash-out pipes (3), and is a plurality of wash-out pipe (3) evenly distributed is on concrete retaining wall (2) surface.

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