CN111910733A

CN111910733A - Drainage pipeline laying structure and laying method thereof

Info

Publication number: CN111910733A
Application number: CN202010632661.1A
Authority: CN
Inventors: 蒋达军; 王凯琳
Original assignee: Zhejiang Juntian Architectural Decoration Engineering Co ltd
Current assignee: Zhejiang Juntian Architectural Decoration Engineering Co ltd
Priority date: 2020-07-01
Filing date: 2020-07-01
Publication date: 2020-11-10

Abstract

The utility model relates to a drainage pipe lays structure and laying method thereof, drainage pipe lays structure and includes water drainage tank, the water drainage tank opening part covers from supreme first apron, the permeable membrane, the second apron and the infiltration layer of covering in proper order down, be equipped with first through-hole on the first apron, be equipped with the second through-hole on the second apron, water drainage tank bottom intercommunication has the drain pipe. This application has the effect that prevents blocking up the performance that improves the drain pipe.

Description

Drainage pipeline laying structure and laying method thereof

Technical Field

The application relates to the field of indoor drainage installation, in particular to a drainage pipeline laying structure and a laying method thereof.

Background

Currently, a drainage pipe is used as an indoor drainage structure, which is communicated with a drainage device on the ground to drain water on the ground into the ground.

But the floor drain of the drain pipe may be clogged by floor impurities entering the drain pipe.

Disclosure of Invention

In order to improve the anti-blocking performance of the drainage pipe, the application provides a drainage pipe laying structure and a laying method thereof.

In a first aspect, the application provides a drainage pipeline laying structure, which adopts the following technical scheme:

the utility model provides a drainage pipe lays structure, includes water drainage tank, water drainage tank opening part covers from supreme first apron, the permeable membrane, second apron and the water seepage layer of having covered in proper order down, be equipped with first through-hole on the first apron, be equipped with the second through-hole on the second apron, water drainage tank bottom intercommunication has the drain pipe.

Through adopting above-mentioned technical scheme, the infiltration layer has the separation effect to impurity, and water loops through infiltration layer, second apron, permeates water membrane and first apron and flows out from the drain pipe after flowing in the water drainage tank to make impurity can not get into water drainage tank and drain pipe, and then can not cause the drain pipe to block up yet, permeate water the membrane then to the further separation of the particle of aquatic, reduce the interior incrustation scale of formation of water drainage tank.

Preferably, a flanging is horizontally wound at the opening of the drainage groove.

Through adopting above-mentioned technical scheme, when the water drainage tank installation, turn-ups and ground contact, when water flowed in from the water drainage tank, the turn-ups prevented that water from flowing into ground from the gap between water drainage tank and the ground, played the effect of prevention of seepage.

Preferably, a pair of inner walls opposite to the drainage groove are horizontally and symmetrically provided with abutting strips, and the abutting strips abut against the lower surface of the first cover plate.

Through adopting above-mentioned technical scheme, the butt strip supports first apron, the membrane of permeating water, second apron and the water seepage layer, and the first apron of the water drainage tank top is opened in the later stage of being convenient for, the membrane of permeating water, second apron and water seepage layer clear up the water drainage tank.

Preferably, the abutting strip includes a horizontal portion horizontally disposed on an inner wall of the drain tank, and an inclined portion connected to one end of the horizontal portion, the inclined portion being inclined toward the ground of the drain tank from one end connected to the horizontal portion to the other end connected to the inclined portion.

Through adopting above-mentioned technical scheme, press the water seepage layer edge that is located the rake top, first apron, the membrane of permeating water, second apron and water seepage layer can support the perk on the rake, are convenient for open water drainage tank.

Preferably, the bottom surface of the drain groove is inclined downwards towards the drain pipe.

Through adopting above-mentioned technical scheme, the water that gets into in the water drainage tank flows into the drain pipe along the bottom surface of slope, makes the water drainage tank dry faster, reduces bacterial growing.

Preferably, the water discharge pipe is communicated with a water trap.

Through adopting above-mentioned technical scheme, the trap can prevent the water pipe foul smell of intercommunication to get into indoorly through the drain pipe.

Preferably, the water seepage layer is a water permeable brick.

Through adopting above-mentioned technical scheme, the brick that permeates water has higher water permeability to can the separation impurity.

Preferably, the permeable membrane is geotextile.

Through adopting above-mentioned technical scheme, the water conservancy project cloth has higher water permeability to can obstruct less granule.

In a second aspect, the present application provides a drainage pipeline laying method, which adopts the following technical scheme:

a method of laying a drainage pipeline, the method comprising the steps of:

step 1: installing a drain pipe, a trap and a drain tank at preset positions;

step 2: a first cover plate, a permeable membrane, a second cover plate and a water seepage layer are sequentially covered on the drainage groove;

and step 3: pouring the ground until the ground is flush with the upper surface of the flange of the drainage channel;

and 4, step 4: and paving the floor tiles on the ground, wherein the upper surfaces of the floor tiles are flush with the upper surface of the water seepage layer.

In summary, the present application includes at least one of the following beneficial technical effects:

1. the infiltration layer has the separation effect to impurity, and water loops through infiltration layer, second apron, permeable membrane and first apron and flows out from the drain pipe after flowing in the water drainage tank to make impurity can not get into water drainage tank and drain pipe, and then can not cause the drain pipe to block up yet.

2. The permeable membrane is used for further separating particles in water, and scale formation in the drainage tank is reduced.

Drawings

FIG. 1 is a schematic view showing the overall construction of a drainage pipeline installation structure according to the present application;

FIG. 2 is an exploded view of the drainage pipe laying structure of the present application;

fig. 3 is a schematic view showing the effect of the water-permeable layer and the floor tile when installed on the ground.

Description of reference numerals: 1. a water discharge tank; 2. a first cover plate; 21. a first through hole; 3. a water permeable membrane; 4. a second cover plate; 41. a second through hole; 5. a water seepage layer; 6. a drain pipe; 7. flanging; 81. a horizontal portion; 82. an inclined portion; 9. a trap pipe is stored; 10. a floor tile.

Detailed Description

The present application is described in further detail below with reference to figures 1-3.

The embodiment of the application discloses drainage pipe lays structure. Referring to fig. 1, the drainage pipe laying structure includes a drainage channel 1 and a water seepage layer 5 covering an opening of the drainage channel 1, the bottom surface of the drainage channel 1 is inclined downward toward one side, a drainage pipe 6 is communicated with the lowest outlet of the bottom surface of the drainage channel 1, and the lower end of the drainage pipe 6 is communicated with a trap 9. The edge of the opening of the drainage channel 1 is integrally wound with a flange 7. When the drainage channel 1 is installed, the flanging 7 is in contact with the ground, and when water flows in from the drainage channel 1, the flanging 7 prevents the water from flowing into the ground from a gap between the drainage channel 1 and the ground, so that the anti-seepage effect is achieved.

Referring to fig. 2, the opening of the drainage channel 1 is sequentially covered with a first cover plate 2, a permeable membrane 3, a second cover plate 4 and a permeable layer 5 from bottom to top, the first cover plate 2 is provided with a first through hole 21, and the second cover plate 4 is provided with a second through hole 41. In the present embodiment, the first cover plate 2 and the second cover plate 4 are made of stainless steel plate, and in some examples, may be made of other stainless materials. The water permeable membrane 3 is a hydraulic cloth, and in some examples, may be a gauze or the like. The water permeable layer 5 is a plate-shaped water permeable brick, and in some examples, may be other water permeable materials such as water permeable asphalt. The first cover plate 2 and the second cover plate 4 play a role of clamping the permeable membrane 3. In some examples, the first cover plate 2, the permeable membrane 3, the second cover plate 4 and the permeable layer 5 are independent of each other so as to facilitate replacement of a clogged permeable membrane 3 after use or replacement of a damaged permeable layer 5. The first cover plate 2, the permeable membrane 3, the second cover plate 4 and the permeable layer 5 may also be integrally formed to facilitate mounting of the integral structure on the drain tank 1. The first cover plate 2, the permeable membrane 3, the second cover plate 4 and the permeable layer 5 can also be integrally arranged on at least two structures according to requirements.

A pair of inner wall horizontal symmetry that water drainage tank 1 is relative is provided with the butt strip, and the butt strip sets up with water drainage tank 1 an organic whole. The abutting strip comprises a horizontal part 81 and an inclined part 82, the horizontal part 81 is horizontally arranged on the inner wall of the drainage channel 1, the inclined part 82 is connected with one end of the horizontal part 81, and the inclined part 82 inclines towards the ground of the drainage channel 1 from one end connected with the horizontal part 81 to the other end of the inclined part 82. When need open water drainage tank 1 and clear up or change permeable membrane 3 to water drainage tank 1, perhaps when changing permeable layer 5 again, press the permeable layer 5 edge of inclined portion 82 top, first apron 2, permeable membrane 3, second apron 4 and permeable layer 5 can support and rise on inclined portion 82.

The working principle of the embodiment of the application is as follows: infiltration layer 5 has the separation effect to impurity, and water loops through infiltration layer 5, second apron 4, permeates water membrane 3 and first apron 2 and flows in behind the water drainage tank 1 from drain pipe 6 outflow to make impurity can not get into water drainage tank 1 and drain pipe 6, and then can not cause drain pipe 6 to block up yet, permeate water membrane 3 then to the further separation of the particle of aquatic, reduce the interior incrustation scale of forming of water drainage tank 1.

The embodiment of the application discloses a method for laying 6 drainage pipes, which comprises the following steps:

step 1: installing a drain pipe 6, a water storage elbow 9 and a drain tank 1 at preset positions;

step 2: a first cover plate 2, a permeable membrane 3, a second cover plate 4 and a water seepage layer 5 are sequentially covered on the drainage tank 1;

and step 3: pouring the ground until the ground is flush with the upper surface of the flange 7 of the drainage channel 1;

and 4, step 4: the tiles 10 are laid on the ground, and the upper surfaces of the tiles 10 are flush with the upper surface of the water seepage layer 5.

Referring to fig. 3, which is an effect diagram of paving the floor tile 10 and the water seepage layer 5 on the ground, the water seepage layer 5 is flush with the floor tile 10, which has a hidden effect, and has a certain aesthetic effect compared to the conventional drainage facility that leaks out of the ground.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. A drainage pipeline lays structure which characterized in that: including water drainage tank (1), water drainage tank (1) opening part covers from supreme having covered first apron (2), permeable membrane (3), second apron (4) and infiltration layer (5) in proper order down, be equipped with first through-hole (21) on first apron (2), be equipped with second through-hole (41) on second apron (4), water drainage tank (1) bottom intercommunication has drain pipe (6).

2. A drainage pipeline laying structure according to claim 1, wherein: the opening of the drainage channel (1) is horizontally wound with a flange (7).

3. A drainage pipeline laying structure according to claim 1, wherein: a pair of inner walls opposite to the drainage groove (1) are horizontally and symmetrically provided with abutting strips, and the abutting strips are abutted to the lower surface of the first cover plate (2).

4. A drainage pipeline laying structure according to claim 3, wherein: the abutting strip comprises a horizontal part (81) and an inclined part (82), the horizontal part (81) is horizontally arranged on the inner wall of the drainage tank (1), the inclined part (82) is connected to one end of the horizontal part (81), and the inclined part (82) inclines towards the ground of the drainage tank (1) from one end connected with the horizontal part (81) to the other end of the inclined part (82).

5. A drainage pipeline laying structure according to claim 1, wherein: the bottom surface of the drainage groove (1) is downwards inclined towards the direction of the drainage pipe (6).

6. A drainage pipeline laying structure according to claim 1, wherein: the water discharge pipe (6) is communicated with a water storage elbow (9).

7. A drainage pipeline laying structure according to claim 1, wherein: the water seepage layer (5) is a water permeable brick.

8. A drainage pipeline laying structure according to claim 1, wherein: the permeable membrane (3) is geotextile.

9. A method for laying a drainage pipe (6) is characterized by comprising the following steps: the method comprises the following steps:

step 1: installing a drain pipe (6), a water storage elbow (9) and a drain tank (1) at preset positions;

step 2: a first cover plate (2), a permeable membrane (3), a second cover plate (4) and a permeable layer (5) are sequentially covered on the drainage tank (1);

and step 3: pouring the ground until the ground is flush with the upper surface of the flanging (7) of the drainage channel (1);

and 4, step 4: and paving the floor tiles (10) on the ground, wherein the upper surfaces of the floor tiles (10) are flush with the upper surface of the water seepage layer (5).