CN214245619U

CN214245619U - Water drainage device drains in water conservancy construction

Info

Publication number: CN214245619U
Application number: CN202020495902.8U
Authority: CN
Inventors: 袁晓红
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-04-08
Filing date: 2020-04-08
Publication date: 2021-09-21
Anticipated expiration: 2030-04-08

Abstract

The utility model relates to a water conservancy construction technical field specifically is a drainage device drains in water conservancy construction, including a set of embedded plate, be connected with the bottom plate between embedded plate's the bottom, and the outside lower extreme horizontal welding of embedded plate has the diaphragm, the top of embedded plate has the support through the bolt fastening, and has erect the total drain pipe between the support, the flange has been cup jointed on the total drain pipe, the one end of total drain pipe is connected with the elbow connecting pipe, and the end-to-end connection of elbow connecting pipe has the water pump, and the output of water pump has cup jointed the outlet pipe, the top of bottom plate is provided with first telescopic link and second telescopic link. The effect of this device is the interception drainage of the river course transformation in the water conservancy construction, and its benefit can be concentrated water and discharge, guarantees simultaneously that the water after discharging can not flow backwards, compares and piles up with traditional sand and soil, can control the size of displacement simultaneously, accomplishes directional quantitative drainage.

Description

Water drainage device drains in water conservancy construction

Technical Field

The utility model relates to a water conservancy construction technical field specifically is a water drainage device drains in water conservancy construction.

Background

The main construction objects of the hydraulic engineering construction are mainly earthwork concrete and other structures, and the hydraulic engineering construction is used for water retaining, water storage and water discharging, so that the hydraulic engineering construction has special requirements on stable pressure-bearing seepage prevention, impact resistance, wear resistance, frost resistance, crack resistance and other performances of a hydraulic building, and particularly in river channel transformation in hydraulic engineering, quantitative drainage and directional drainage are needed for cutting off rivers and facilitating construction of dry river beds.

Traditional river course transformation dams generally and cuts the river course through the pile-up sand soil, later drain the inside water in half river course, but use the first relatively extravagant sand soil raw and other materials of sand soil, the second transportation is also more troublesome, simultaneously because the cost is too high, sand soil dams can only be dammed on a large scale, a plurality of points are dammed then and are not usable, a breakwater for damming has also appeared on the market simultaneously, but the structure of this kind of breakwater is fairly simple, the phenomenon of lodging takes place easily in flood season in summer, be unfavorable for concentrated drainage. Therefore, the person skilled in the art provides a water drainage device for water conservancy construction to solve the problems in the background art.

Disclosure of Invention

An object of the utility model is to provide a water drainage device drains in water conservancy construction to solve the problem that proposes in the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a water conservancy construction drainage device that drains, includes a set of embedded gable board, be connected with the bottom plate between embedded gable board's the bottom, and embedded gable board's outside lower extreme horizontally welded has the diaphragm, the top of embedded gable board has the support through the bolt fastening, and has erect the total drain pipe between the support, the flange has been cup jointed on the total drain pipe, the one end of total drain pipe is connected with the elbow connecting pipe, and the end-to-end connection of elbow connecting pipe has the water pump, and the output of water pump has cup jointed the outlet pipe, the top of bottom plate is provided with first telescopic link and second telescopic link, and the output of first telescopic link and second telescopic link is connected with the breakwater jointly.

As a further aspect of the present invention: the mountain embedding plate and the transverse plate form an F-shaped structure, and the distance from the transverse plate to the bottom of the mountain embedding plate is 1/5 of the overall height of the mountain embedding plate.

As a further aspect of the present invention: the slot has been seted up in the outside of bottom plate, and one side UNICOM of slot has seted up the holding tank, the end of first telescopic link and second telescopic link is fixed inside the holding tank, and the length of holding tank is half of first telescopic link or second telescopic link length.

As a further aspect of the present invention: the top one end of holding tank is provided with the pier plate, and the terminal activity gomphosis of breakwater is inside the pier plate, the holding tank is close to pier plate one side bottom level and is equipped with the hydropress, the length of hydropress is the twice of bottom plate thickness.

As a further aspect of the present invention: the center of the top of the bottom plate is arched upwards, the accommodating groove is formed in the highest point of the ridge, and the arched height of the center of the top of the bottom plate is smaller than the bottom horizontal height of the water baffle.

As a further aspect of the present invention: the upper end of the water baffle is horizontally provided with two groups of connecting pieces, the two groups of connecting pieces are respectively in a pair in size, the lower end of the water baffle and the vertical center line are symmetrically provided with a group of butt joints as an original point, and the inner sides of the butt joints are provided with clamping strips.

As a further aspect of the present invention: the bottom equidistance butt fusion of total drain pipe has the branch pipe, and the upper end of branch pipe all is provided with the valve.

Compared with the prior art, the beneficial effects of the utility model are that:

1. this device is the mixture of portable water blocking mechanism and pumping drainage mechanism, and its effect is the interception drainage of the river course transformation in the water conservancy construction, and its benefit can be concentrated with water and discharge, guarantees simultaneously that the water after discharging can not flow backwards, compares and piles up with traditional sand and soil, and this device transportation is convenient, and is with little and simple to operate, can control the size of displacement simultaneously, accomplishes directional quantitative drainage.

2. This device links to each other through the dyke slope of inlaying hillside and river course, will embankment the slope and excavate a breach and will inlay the hillside and bury and pile up soil again during the use, it is littleer to compare traditional grit and pile up its work load, then install the breakwater on the bottom plate, utilize the telescopic link to fix, set up total drain pipe and minute pipe at last, discharge the water in the river course, use external water pump to draw water during the emission, can appoint the direction of drainage through the outlet pipe.

Drawings

FIG. 1 is a schematic structural view of a water discharge and drainage device for water conservancy construction;

FIG. 2 is a schematic view of the installation structure of a water deflector in a water drainage device for water conservancy construction;

FIG. 3 is a schematic structural view of a water deflector in a water drainage device for water conservancy construction;

fig. 4 is a schematic structural diagram of a drainage mechanism in a water drainage device for water conservancy construction.

In the figure: 1. a main drain pipe; 2. a flange; 3. a support; 4. embedding a mountain plate; 5. a transverse plate; 6. a base plate; 7. a water baffle; 8. a first telescopic rod; 9. a second telescopic rod; 10. a water pump; 11. an elbow connecting pipe; 12. connecting sheets; 13. pier plates; 14. a water pressing plate; 15. a trench; 16. accommodating grooves; 17. clamping the strip; 18. a butt joint port; 19. a valve; 20. pipe distribution; 21. And (5) discharging a water pipe.

Detailed Description

Referring to fig. 1 to 3, in the embodiment of the present invention: the utility model provides a water conservancy construction drainage device that drains, including a set of panel 4, be connected with bottom plate 6 between the bottom of panel 4, and the outside lower extreme horizontally weld of panel 4 has diaphragm 5, the top of panel 4 has support 3 through the bolt fastening, and erect between support 3 and be equipped with total drain pipe 1, the flange 2 has been cup jointed on total drain pipe 1, total drain pipe 1's one end is connected with elbow connecting pipe 11, and the end-to-end connection of elbow connecting pipe 11 has water pump 10, and water pump 10's output has cup jointed outlet pipe 21, the top of bottom plate 6 is provided with first telescopic link 8 and second telescopic link 9, and the output of first telescopic link 8 and second telescopic link 9 is connected with breakwater 7 jointly.

In fig. 2, inlay mountain plate 4 and diaphragm 5 and constitute an F type structure, and the distance of diaphragm 5 to inlay mountain plate 4 bottom is the 1/5 of inlay mountain plate 4 overall height, excavate a breach with the embankment slope of river course during the use, then bury the F type structure that inlay mountain plate 4 and diaphragm 5 are constituteed wherein, because its special structure, can be with the grit of reinserting, an overall structure is constituteed with diaphragm 5 through the top of inlaying mountain plate 4, prevent that rivers from pouring in and leading to silt to run off along with water, the height of leaving the bottom is in order to make in the earth of inlaying mountain plate 4 insertion river course.

In fig. 2, groove 15 has been seted up in the outside of bottom plate 6, and holding tank 16 has been seted up to one side UNICOM of groove 15, the end of first telescopic link 8 and second telescopic link 9 is fixed inside holding tank 16, and the length of holding tank 16 is half of first telescopic link 8 or second telescopic link 9 length, groove 15 is first to be used for lightening equipment weight, the second uses the in-process of outside support to provide the interference and contact power for outside support when water flow is great, holding tank 16 is when accomodating for first telescopic link 8 and second telescopic link 9 provide the storage space.

In fig. 2, holding tank 16's top one end is provided with pier plate 13, and the terminal activity gomphosis of breakwater 7 is inside pier plate 13, holding tank 16 is close to 13 one side bottom level of pier plate and is equipped with water pressing plate 14, water pressing plate 14's length is the twice of 6 thickness of bottom plate, pier plate 13's effect links together breakwater 7 and bottom plate 6, and guarantee that breakwater 7 can the seesaw, thereby improve the manger plate height through adjusting, in-process water pressing plate 14 is located the bottom in river course of using, water pressure in the river course provides a perpendicular decurrent power to water pressing plate 14, thereby fix whole water retaining mechanism, prevent that the ripples promotion of flood from causing rocking and the displacement of water retaining mechanism.

In fig. 2, the top center of the bottom plate 6 is arched upwards, the accommodating groove 16 is opened at the highest point of the arch, the arched height of the top center of the bottom plate 6 is smaller than the bottom horizontal height of the water baffle 7, and the design is used for improving the pressure resistance and the impact resistance of the bottom plate 6. The advantage that the water flow is prevented from breaking through the water retaining structure, and the height of the bulge is smaller than the height of the bottom of the water retaining plate 7 is that the supporting force of the first telescopic rod 8 and the second telescopic rod 9 on the water retaining plate 7 is reduced if the height is too high.

In fig. 2, the upper end of the water baffle 7 is provided with two groups of connecting pieces 12 in a horizontal shape, and the two groups of connecting pieces 12 are divided into two pairs, each pair of connecting pieces 12 is in size, the lower end of the water baffle 7 and the vertical center line are symmetrically provided with a group of butt joints 18 as an original point, the inner sides of the butt joints 18 are provided with clamping strips 17, the connecting pieces 12 are used for enabling the first telescopic rods 8 and the second telescopic rods 9 to be finely adjusted in a small range, torsion is prevented from occurring in the movement process, and the butt joints 18 and the clamping strips 17 at the lower end of the water baffle 7 are movably connected with the pier plates 13.

In fig. 2, branch pipes 20 are welded to the bottom end of the main drain pipe 1 at equal intervals, valves 19 are arranged at the upper ends of the branch pipes 20, and the number of water inlets of the branch pipes 20 is controlled by opening and closing the valves 19, so that the amount of water inside the main drain pipe 1 is controlled.

The utility model discloses a theory of operation is: when the device is used, firstly, a group of gaps are excavated at a river bank, the mountain embedding plates 4 are placed into the gaps and backfilled, at the moment, water flows over the bottom plate 6, the water pressure plate 14 is positioned at the bottom end of a river channel in the process, water pressure in the river channel provides a vertical downward force for the water pressure plate 14, so that the whole water retaining mechanism is fixed, the water retaining mechanism is prevented from shaking and displacing due to the push of flood waves, then, the tail ends of the first telescopic rod 8 and the second telescopic rod 9 are embedded into the accommodating groove 16 at the top of the bottom plate 6, then, the water retaining plate 7 is placed at the top of the bottom plate 6 and is connected with the first telescopic rod 8 and the second telescopic rod 9 through the connecting sheet 12, certain impact force is formed on the water retaining plate 7 by the water flows in the process, therefore, excavation equipment such as a hopper of an excavator can be adopted to block in the front direction until the water retaining plate 7 completely seals the river channel, and finally, the main water discharge pipe 1 is erected on the support 3, and connecting branch pipes 20, and connecting a water pump 10 (model WQ15-15-1.5) with a main drainage pipe 1 by using an elbow connecting pipe 11.

The above-mentioned, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.

Claims

1. The utility model provides a water conservancy construction drainage device that drains, includes a set of panel (4), its characterized in that: be connected with between the bottom of panel (4) bottom plate (6), and the outside lower extreme horizontal welding of panel (4) has diaphragm (5), the top of panel (4) has support (3) through the bolt fastening, and has erect between support (3) and have total drain pipe (1), flange (2) have been cup jointed on total drain pipe (1), the one end of total drain pipe (1) is connected with elbow connecting pipe (11), and the end-to-end connection of elbow connecting pipe (11) has water pump (10), and the output of water pump (10) has cup jointed outlet pipe (21), the top of bottom plate (6) is provided with first telescopic link (8) and second telescopic link (9), and the output of first telescopic link (8) and second telescopic link (9) is connected with breakwater (7) jointly.

2. The water conservancy construction drainage device according to claim 1, characterized in that the top board (4) and the cross board (5) form an F-shaped structure, and the distance from the cross board (5) to the bottom of the top board (4) is 1/5 of the overall height of the top board (4).

3. The water conservancy construction drainage device according to claim 1, characterized in that a groove (15) is formed in the outer side of the bottom plate (6), one side of the groove (15) is communicated with a containing groove (16), the ends of the first telescopic rod (8) and the second telescopic rod (9) are fixed in the containing groove (16), and the length of the containing groove (16) is half of the length of the first telescopic rod (8) or the second telescopic rod (9).

4. The water conservancy construction drainage device according to claim 3, characterized in that a pier plate (13) is arranged at one end of the top of the accommodating groove (16), the tail end of the water baffle (7) is movably embedded in the pier plate (13), a water pressure plate (14) is horizontally arranged at the bottom end of one side, close to the pier plate (13), of the accommodating groove (16), and the length of the water pressure plate (14) is twice of the thickness of the bottom plate (6).

5. A water conservancy construction drainage device according to claim 3, characterized in that the top center of the bottom plate (6) is arched upwards, and the holding groove (16) is opened at the highest point of the arch, and the arched height of the top center of the bottom plate (6) is smaller than the bottom level of the water baffle (7).

6. The water conservancy construction drainage device according to claim 1, characterized in that the upper end of the water deflector (7) is horizontally provided with two groups of connecting pieces (12), the two groups of connecting pieces (12) are divided into a pair of big and small, the lower end of the water deflector (7) and the vertical center line are taken as the origin and symmetrically provided with a group of butt joints (18), and the inner sides of the butt joints (18) are provided with clamping strips (17).

7. Water conservancy construction drainage device according to claim 1, characterized in that the bottom of total drain pipe (1) is welded with branch pipes (20) at equal intervals, and the upper ends of branch pipes (20) are all provided with valves (19).