CN213896621U - Sponge urban road flood prevention is with shunting drainage structures - Google Patents

Abstract

The utility model discloses a divided-flow drainage structure for sponge urban road flood prevention, which comprises a flow distribution box, a water inlet pipe arranged on one side of the flow distribution box and a water outlet pipe arranged at the bottom end of the flow distribution box; the water inlet pipe comprises a first water inlet pipe, a second water inlet pipe and a third water inlet pipe which are sequentially arranged from top to bottom; the water outlet pipes comprise a first water outlet pipe, a second water outlet pipe and a third water outlet pipe which are arranged in a straight line; an earth treatment barrel and a flow guide barrel are arranged at the bottom end inside the flow distribution box, one end of the second water outlet pipe is connected with the flow guide barrel through a first connecting pipe, and one end of the third water outlet pipe is connected with the earth treatment barrel through a second connecting pipe; a scum processing box is arranged at the top end inside the flow distribution box; the scum processing box comprises a box body, and a first filter residue plate and a second filter residue plate which are arranged inside the box body. The utility model discloses the drainage of shunting that can be better to sewage treatment that can be simple has satisfied the user demand that the user is different.

Description

Sponge urban road flood prevention is with shunting drainage structures

Technical Field

The utility model relates to a reposition of redundant personnel drainage field, concretely relates to sponge urban road flood prevention is with shunting drainage structure.

Background

The split-flow drainage system is a system for respectively draining domestic sewage, industrial wastewater and rainwater in two or more independent pipelines. A system for discharging domestic sewage, industrial wastewater or municipal sewage is called a sewage drainage system; the system for removing rainwater is called a rainwater drainage system. Because the mode of getting rid of the rainwater is different, reposition of redundant personnel system drainage system divide into totally to shunt system again, incompletely shunts system and half shunt system three kinds, need use shunting drainage structures when carrying out reposition of redundant personnel drainage.

The conventional shunting drainage structure only has the function of shunting more water during use, cannot meet the use requirement of a user, and brings certain influence on the use of the shunting drainage structure, so that the shunting drainage structure for sponge urban road flood prevention is provided.

SUMMERY OF THE UTILITY MODEL

The utility model discloses the technical problem that will solve lies in: how to solve current shunting drainage structure, when using, only possessed the many functions of reposition of redundant personnel drainage, can not satisfy user's user demand, brought the problem of certain influence for shunting drainage structure's use, provided a sponge urban road flood prevention with shunting drainage structure.

The utility model solves the technical problems by the following technical proposal, and comprises a flow distribution box, a water inlet pipe arranged at one side of the flow distribution box and a water outlet pipe arranged at the bottom end of the flow distribution box;

the water inlet pipe comprises a first water inlet pipe, a second water inlet pipe and a third water inlet pipe which are sequentially arranged from top to bottom;

the water outlet pipes comprise a first water outlet pipe, a second water outlet pipe and a third water outlet pipe which are arranged in a straight line;

the inside bottom of reposition of redundant personnel case is provided with earth bucket and water conservancy diversion bucket, the one end of second outlet pipe is passed through first connecting pipe and is connected with the water conservancy diversion bucket, the one end of third outlet pipe is passed through the second connecting pipe and is connected with the earth bucket.

Preferably, a scum processing box is arranged at the top end inside the flow distribution box.

Preferably, the scum processing box comprises a box body, and a first filter residue plate and a second filter residue plate which are arranged inside the box body.

Preferably, the mesh of the first filter residue plate is smaller than the mesh of the second filter residue plate by 5 mm.

Preferably, the soil treatment barrel is internally provided with a soil filter member.

Preferably, the mud filter comprises a first filter plate, a second filter plate and a third filter plate in sequence from top to bottom.

Preferably, the meshes of the first filter plate, the second filter plate and the third filter plate become smaller from top to bottom in sequence.

Preferably, three liquid level meters are arranged at the front end of the flow dividing box.

Compared with the prior art, the utility model has the following advantages: this sponge urban road flood prevention is with shunting drainage structure, through the first inlet tube that sets gradually from high to low, second inlet tube and third inlet tube, first inlet tube is leading-in to the reposition of redundant personnel case with the water of highest level, the aquatic of highest level can contain a large amount of dross, the water that has the dross is discharged from the third outlet pipe after the auxiliary treatment box filters, subsequent sewage treatment progress can be accelerated, contain a large amount of earth sediments in the sewage of bottom simultaneously, the sewage of bottom flows into earth treatment bucket from the third inlet tube, earth treatment bucket filters the earth sediment of sewage back and discharges through first outlet pipe, subsequent sewage treatment speed has also been accelerated, let the device when can more reposition of redundant personnel blowdown, certain sewage treatment effect has been possessed, let the device be worth using more.

Drawings

FIG. 1 is an overall structure of the present invention;

FIG. 2 is an internal view of the manifold of the present invention;

FIG. 3 is an internal view of the soil treatment barrel of the present invention;

fig. 4 is an overall structure view of the dross processing box of the present invention.

In the figure: 1. a shunt box; 2. a first water inlet pipe; 3. a second water inlet pipe; 4. a third water inlet pipe; 5. a liquid level meter; 6. a first water outlet pipe; 7. a second water outlet pipe; 8. a third water outlet pipe; 9. a soil treatment barrel; 91. a first filter plate; 92. a second filter plate; 93. a third filter plate; 10. a diversion barrel; 11. a scum processing box; 111. a box body; 112. a first filter residue plate; 113. a second filter residue plate; 12. a first connecting pipe; 13. a second connecting pipe.

Detailed Description

The embodiments of the present invention will be described in detail below, and the present embodiment is implemented on the premise of the technical solution of the present invention, and a detailed implementation manner and a specific operation process are given, but the scope of the present invention is not limited to the following embodiments.

As shown in fig. 1 to 4, the present embodiment provides a technical solution: a split-flow type drainage structure for sponge urban road flood prevention comprises a split-flow box 1, a water inlet pipe arranged on one side of the split-flow box 1 and a water outlet pipe arranged at the bottom end of the split-flow box 1;

sewage enters the flow distribution box 1 from the water inlet pipe and is discharged from the flow distribution box 1 from the water outlet pipe;

the water inlet pipe comprises a first water inlet pipe 2, a second water inlet pipe 3 and a third water inlet pipe 4 which are arranged from top to bottom in sequence;

the first water inlet pipe 2, the second water inlet pipe 3 and the third water inlet pipe 4 which are arranged from top to bottom in sequence are used for carrying out sewage diversion treatment at different heights;

the water outlet pipes comprise a first water outlet pipe 6, a second water outlet pipe 7 and a third water outlet pipe 8 which are arranged in a straight line;

an earth processing barrel 9 and a flow guide barrel 10 are arranged at the bottom end inside the flow distribution box 1, one end of a second water outlet pipe 7 is connected with the flow guide barrel 10 through a first connecting pipe 12, and one end of a third water outlet pipe 8 is connected with the earth processing barrel 9 through a second connecting pipe 13;

the sewage after the soil treatment barrel 9 is treated enters the first water outlet pipe 6 to be discharged, the sewage in the diversion barrel 10 is discharged from the second water outlet pipe 7, and the water in the diversion box 1 is discharged from the third water outlet pipe 8.

The top end of the interior of the flow distribution box 1 is provided with a scum processing box 11, and the scum processing box 11 is used for processing scum in sewage.

The scum processing box 11 comprises a box body 111, and a first filter residue plate 112 and a second filter residue plate 113 which are arranged inside the box body 111;

the first and second filter residue plates 112 and 113 function to filter out scum.

The meshes of the first filter residue plate 112 are smaller than those of the second filter residue plate 113 by 5 mm;

the meshes of the first filter residue plate 112 are different from those of the second filter residue plate 113 in size, and the layered filter residue function is performed.

The soil treatment barrel 9 is internally provided with a soil filter member.

The mud filter comprises a first filter plate 91, a second filter plate 92 and a third filter plate 93 in sequence from top to bottom;

the first filter plate 91, the second filter plate 92 and the third filter plate 93 can realize multi-stage filtration from top to bottom in turn, and can better filter and remove mud sediments in sewage.

The meshes of the first filter plate 91, the second filter plate 92 and the third filter plate 93 become smaller in order from top to bottom.

Three liquid level meters 5 are arranged at the front end of the flow dividing box 1, and when the liquid level meters 5 are unchanged all the time, namely, the possibility of blockage inside equipment is indicated, namely, the equipment needs to be overhauled.

Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In the description of the present invention, "a plurality" means at least two, e.g., two, three, etc., unless specifically limited otherwise.

In the description herein, references to the description of the term "one embodiment," "some embodiments," "an example," "a specific example," or "some examples," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above are not necessarily intended to refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples. Furthermore, various embodiments or examples and features of different embodiments or examples described in this specification can be combined and combined by one skilled in the art without contradiction.

Although embodiments of the present invention have been shown and described, it is understood that the above embodiments are exemplary and should not be construed as limiting the present invention, and that variations, modifications, substitutions and alterations can be made to the above embodiments by those of ordinary skill in the art without departing from the scope of the present invention.

Claims (8)

1. A split-flow type drainage structure for sponge urban road flood prevention is characterized by comprising a split-flow box (1), a water inlet pipe arranged on one side of the split-flow box (1) and a water outlet pipe arranged at the bottom end of the split-flow box (1);

the water inlet pipe comprises a first water inlet pipe (2), a second water inlet pipe (3) and a third water inlet pipe (4) which are arranged from top to bottom in sequence;

the water outlet pipes comprise a first water outlet pipe (6), a second water outlet pipe (7) and a third water outlet pipe (8) which are arranged in a straight line;

the inside bottom of flow distribution box (1) is provided with earth processing barrel (9) and water conservancy diversion bucket (10), the one end of second outlet pipe (7) is connected with water conservancy diversion bucket (10) through first connecting pipe (12), the one end of third outlet pipe (8) is passed through second connecting pipe (13) and is handled bucket (9) with earth and be connected.

2. The split-flow drainage structure for flood prevention of the sponge urban roads according to claim 1, which is characterized in that: a scum processing box (11) is arranged at the top end inside the flow distribution box (1).

3. The split-flow drainage structure for flood prevention of the sponge urban roads according to claim 2, wherein the split-flow drainage structure comprises: the scum processing box (11) comprises a box body (111), and a first filter residue plate (112) and a second filter residue plate (113) which are arranged inside the box body (111).

4. The split-flow drainage structure for flood prevention of the sponge urban roads according to claim 3, wherein the split-flow drainage structure comprises: the meshes of the first filter residue plate (112) are smaller than those of the second filter residue plate (113) by 5 mm.

5. The split-flow drainage structure for flood prevention of the sponge urban roads according to claim 1, which is characterized in that: the soil treatment barrel (9) is internally provided with a soil filtering piece.

6. The split-flow drainage structure for flood prevention of the sponge urban roads according to claim 5, wherein: the mud filter comprises a first filter plate (91), a second filter plate (92) and a third filter plate (93) from top to bottom in sequence.

7. The split-flow drainage structure for flood prevention of the sponge urban roads according to claim 6, wherein: the meshes of the first filter plate (91), the second filter plate (92) and the third filter plate (93) are gradually reduced from top to bottom.

8. The split-flow drainage structure for flood prevention of the sponge urban roads according to claim 1, which is characterized in that: the front end of the flow distribution box (1) is provided with three liquid level meters (5).

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