CN209836935U

CN209836935U - Dykes and dams soil and water conservation device

Info

Publication number: CN209836935U
Application number: CN201920439623.7U
Authority: CN
Inventors: 张正华
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-04-01
Filing date: 2019-04-01
Publication date: 2019-12-24
Anticipated expiration: 2029-04-01

Abstract

The utility model relates to the technical field of soil and water conservation, and discloses a dam soil and water conservation device, which comprises a second dam body, wherein the right side of the second dam body is fixedly connected with a first dam body, the upper surface of the first dam body is fixedly connected with a flat board, the right side of the flat board is provided with a through groove, the upper surface of the flat board is fixedly connected with a plurality of square boxes, and the inner side walls of the square boxes are provided with grooves; be provided with a plurality of square box at geogrid's lower surface, the recess is seted up to the inside wall of square box, the bottom of square box is connected with the flat board, be linked together through the recess between flat board and the square box, the flat board is inside hollow structure's cuboid shape, and logical groove is seted up on the right side of flat board, in heavy rain weather, the rainwater can be in the situation inflow square box, then, the rainwater can see through in the recess inflow flat board, finally flow in the river, the flat board is the tilt state, can improve its inside velocity of water, do benefit to dykes and dams soil and water and keep using.

Description

Dykes and dams soil and water conservation device

Technical Field

The utility model relates to a soil and water conservation technical field specifically is a dykes and dams soil and water conservation device.

Background

The water and soil loss refers to the phenomenon that water and soil are simultaneously lost due to the influence of natural or artificial factors, rainwater cannot be absorbed on the spot, flows down along the same trend and scours the soil. The harm of soil erosion is mainly shown in the following steps: the soil plough layer is eroded and destroyed, so that the soil fertility is gradually depleted; silting rivers, channels and reservoirs, reducing the benefit of hydraulic engineering, even causing flood and drought disasters and seriously affecting industrial and agricultural production; soil erosion and water loss bring serious threats to agricultural production in mountainous areas and downstream riverways.

The prior art has the following problems:

(1) the method is characterized in that the earth surface is reduced from being washed away by rainwater by adopting the geogrid, but in heavy rain and heavy rain, the soil is impacted by larger water power, and the geogrid has very little effect and still has the problem of water and soil loss because the water quantity is larger when rainwater completely flows through the geogrid;

(2) the geogrids on the market are not tightly connected with the dam, so that the geogrids are easy to displace in heavy rain, and certain defects exist.

SUMMERY OF THE UTILITY MODEL

Technical problem to be solved

The utility model provides a not enough to prior art, the utility model provides a dykes and dams water and soil retaining device has solved when heavy rain, torrential rain weather, and soil receives great hydraulic shock, because the water yield is great, when the rainwater was spread the geogrid completely, the effect of geogrid was just very little, has the problem of soil erosion and water loss, and it is inseparable enough with dykes and dams connection still to have solved the geogrid on the present market, leads to the problem that the geogrid shifted easily like this in torrential rain weather.

(II) technical scheme

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a dykes and dams soil and water conservation device, includes the second dam body, the first dam body of right side fixedly connected with of second dam body, the last fixed surface of first dam body is connected with the flat board, logical groove is seted up on the right side of flat board, the last fixed surface of flat board is connected with a plurality of square box, a plurality of recess, a plurality of are seted up to the inside wall of square box geogrid of last fixed surface of square box, geogrid's left side fixedly connected with mounting panel, the inside of mounting panel runs through there is the long awl, the top welded fastening of long awl has the plectane, the plectane the outside fixedly connected with concrete of long awl.

Preferably, the mounting plate is attached to the upper surface of the second dam body, and the mounting plate is fixedly connected with the second dam body through the long cone.

Preferably, the flat plate has a rectangular parallelepiped shape with a hollow structure inside.

Preferably, the number of the grooves is several, and the grooves are circular grooves.

Preferably, the square boxes are uniformly distributed on the lower surface of the geogrid, and the geogrid is communicated with the square boxes.

Preferably, the number of the mounting plates is two, and the two mounting plates are symmetrical about a horizontal center line of the first dam body.

(III) advantageous effects

The utility model provides a dykes and dams soil and water conservation device possesses following beneficial effect:

(1) the utility model discloses a lower surface at geogrid is provided with a plurality of square box, the recess is seted up to the inside wall of this square box, the bottom of square box is connected with the flat bed board, be linked together through the recess between flat bed board and the square box, the flat bed board is inside hollow structure's cuboid shape, and logical groove is seted up on the right side of flat bed board, in torrential rain weather, the rainwater can be in the situation inflow square box, then, the rainwater can see through in the recess inflow flat bed board, finally flow in the river, the flat bed board is the tilt state, can improve its inside water velocity, do benefit to dykes and dams soil and water and keep using.

(2) The utility model discloses a left side at geogrid is provided with the mounting panel, runs through long awl in the mounting panel, and the top welding of long awl has the plectane, and long awl is inserted and is buried in the dam body, can make soil and water holding device and dam body fixed inseparable to at the lateral wall and the upper surface laying concrete of mounting panel, plectane, can consolidate soil and water holding device and dam body coupling like this, easy operation, it is with low costs, be fit for wideling popularize the use.

Drawings

Fig. 1 is a schematic structural view of the present invention;

FIG. 2 is an enlarged view of part A of FIG. 1;

fig. 3 is a schematic diagram of a partial top view structure of fig. 1 according to the present invention.

In the figure: 1. concrete; 2. a circular plate; 3. a long cone; 4. mounting a plate; 5. a geogrid; 6. a square box; 7. flatly paving a plate; 8. a first dam body; 9. a second dam body; 10. a groove; 11. a through groove.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

As shown in fig. 1-3, the utility model provides a technical solution: a dam water and soil retaining device comprises a second dam body 9, a first dam body 8 is fixedly connected to the right side of the second dam body 9, a flat board 7 is fixedly connected to the upper surface of the first dam body 8, a through groove 11 is formed in the right side of the flat board 7, a plurality of square boxes 6 are fixedly connected to the upper surface of the flat board 7, grooves 10 are formed in the inner side walls of the square boxes 6, a geogrid 5 is fixedly connected to the upper surface of the square boxes 6, a mounting plate 4 is fixedly connected to the left side of the geogrid 5, a long cone 3 penetrates through the mounting plate 4, a circular plate 2 is fixedly welded to the top of the long cone 3, a concrete 1 is fixedly connected to the outer portions of the circular plate 2 and the long cone 3, the concrete 1 can be used for connecting the water and soil retaining device with the dam body for reinforcement, the dam water and soil retaining device is simple to operate and low in cost, the first dam body 8 is in an inclined state, the flat board 7 is attached to the first dam body, the inclined flat board 7 can accelerate the water flow speed, is beneficial to the use of the dam, and the long cone 3 penetrates through the mounting plate 4 and is inserted into the second dam body 9, so that the water and soil retaining device can be fixed with the dam body conveniently.

Furthermore, the mounting plate 4 is attached to the upper surface of the second dam body 9, the mounting plate 4 is fixedly connected with the second dam body 9 through the long cone 3, the long cone 3 is inserted into the second dam body 9, the soil and water retaining device can be tightly fixed with the dam body, the long cone 3 is made of metal, and one end of the long cone 3 is sharp and is conveniently inserted into the dam body.

Further, the flat laying plate 7 is in a cuboid shape with a hollow structure inside, the flat laying plate 7 is communicated with the square box 6 through the groove 10, the flat laying plate 7 is attached to the first dam body 8, and when raining, rainwater can flow into the flat laying plate 7 and then flow into a river.

Further, the quantity of recess 10 is a plurality of, and recess 10 is circular recess, and recess 10 does benefit to the rainwater and flows into in the flat bed 7 from square box 6, and recess 10 quantity is more, and rivers flow velocity is faster.

Furthermore, a plurality of square boxes 6 are uniformly distributed on the lower surface of the geogrid 5, the geogrid 5 is communicated with the square boxes 6, the square boxes 6 can store rainwater, the rainwater firstly flows into the square boxes 6 when raining, and the height of each square box 6 is 1.5cm-3 cm.

Further, the quantity of mounting panel 4 is two, and two mounting panels 4 are symmetrical about the horizontal central line of first dam 8, and mounting panel 4 is the rectangle, and mounting panel 4 can make geogrid 5 fixed with the dam, avoids the rainwater to lead to soil and water holding device to shift.

To sum up, the utility model discloses a work flow: the lower surface of the geogrid 5 is provided with a plurality of square boxes 6, the inner side walls of the square boxes 6 are provided with grooves 10, the bottoms of the square boxes 6 are connected with flat plates 7, the flat plates 7 are communicated with the square boxes 6 through the grooves 10, the flat plates 7 are cuboid-shaped with hollow structures inside, through grooves 11 are formed in the right sides of the flat plates 7, rainwater can flow into the square boxes 6 in a favorable mode in heavy rain weather, then the rainwater can flow into the flat plates 7 through the grooves 10 and finally flow into river water, the flat plates 7 are in an inclined state, the water flow speed inside the flat plates can be increased, dam soil and water can be kept in use, a mounting plate 4 is arranged on the left side of the geogrid 5, a long cone 3 penetrates through the mounting plate 4, a circular plate 2 is welded to the top of the long cone 3, the long cone 3 is inserted into a second dam body 9, the soil and water retaining device can be tightly fixed with the dam body, and the mounting plate, Concrete 1 is paved on the outer side wall and the upper surface of the circular plate 2, so that the water and soil retaining device can be connected with a dam body for reinforcement, and the operation is simple.

It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.

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

Claims

1. A dyke soil and water conservation device, includes second dam (9), its characterized in that: the utility model discloses a dam, including the first dam body of right side fixedly connected with (8) of second dam body (9), the last fixed surface of first dam body (8) is connected with flat bed board (7), logical groove (11) are seted up on the right side of flat bed board (7), the last fixed surface of flat bed board (7) is connected with a plurality of square box (6), a plurality of recess (10) are seted up to the inside wall of square box (6), a plurality of geogrid (5) of last fixed surface of square box (6), the left side fixedly connected with mounting panel (4) of geogrid (5), the inside of mounting panel (4) is run through and is had long awl (3), the top welded fastening of long awl (3) has plectane (2), plectane (2) the outside fixedly connected with concrete (1) of long awl (3).

2. A dam soil and water conservation device as claimed in claim 1 wherein: the upper surface of the second dam body (9) is attached with the mounting plate (4), and the mounting plate (4) is fixedly connected with the second dam body (9) through the long cone (3).

3. A dam soil and water conservation device as claimed in claim 1 wherein: the flat plate (7) is in a cuboid shape with a hollow structure inside.

4. A dam soil and water conservation device as claimed in claim 1 wherein: the number of the grooves (10) is a plurality, and the grooves (10) are circular grooves.

5. A dam soil and water conservation device as claimed in claim 1 wherein: the square boxes (6) are uniformly distributed on the lower surface of the geogrid (5), and the geogrid (5) is communicated with the square boxes (6).

6. A dam soil and water conservation device as claimed in claim 1 wherein: the number of the mounting plates (4) is two, and the two mounting plates (4) are symmetrical about a horizontal center line of the first dam body (8).