CN212656361U - Steel floor drain convenient to mediation - Google Patents

Abstract

The utility model relates to a floor drain technical field, especially relate to a steel floor drain convenient to mediation, including the floor drain body, the inboard upper end threaded connection of floor drain body has the ring, the inside from the top down of ring has set gradually the plectane, the plectane down, drum and bottom surface board, the inside bottom joint of drum has the filter, the centre of a circle department of going up the plectane upper end rotates and is connected with the pivot, the pivot lower extreme runs through the centre of a circle department fixed connection of plectane and plectane down, carry out water injection and injection pipe dredging agent to the steel pipe through opening the lid, twist the ring into the floor drain body, twist the ring and screw on the floor drain body, the plectane makes first permeation hole stagger with the second permeation hole of plectane down in the rotation, inside so that the dredging agent enters into underground water piping, the problem of current floor drain easy blocking underground water piping.

Description

Steel floor drain convenient to mediation

Technical Field

The utility model relates to a floor drain technical field especially relates to a steel floor drain convenient to mediation.

Background

The floor drain is an important interface for connecting a drainage pipeline system and indoor ground, is an important part of a drainage system in a house, and when sewage flows into the position of the floor drain, the sewage can flow into a drainage pipeline through a water inlet hole on the floor drain, so that the effect of drainage and pollution discharge is achieved, the performance of the floor drain directly influences the quality of indoor air, and the floor drain is very important for controlling peculiar smell in a bathroom.

The current floor drain does not have a structure for intercepting sewage in a layered mode, so that the sewage with large volume and particles is blocked along with the sewage permeating into an underground pipeline, a pipeline dredging agent needs to be put into the underground pipeline after the underground pipeline is blocked, and the pipeline dredging agent and the sewage are easily subjected to chemical reaction in the cleaning process of the pipeline dredging agent to cause splashing.

SUMMERY OF THE UTILITY MODEL

The to-be-solved technical problem of the utility model is to overcome prior art's defect, provide a steel floor drain convenient to mediation, solved current floor drain and blockked up the problem of groundwater pipeline and be not convenient for clearance easily.

The utility model provides a technical scheme that its technical problem adopted is: a steel floor drain convenient to dredge comprises a floor drain body, wherein the upper end of the inner side of the floor drain body is in threaded connection with a circular ring, an upper circular plate, a lower circular plate, a cylinder and a bottom plate are sequentially arranged inside the circular ring from top to bottom, a filter plate is clamped at the bottom end inside the cylinder, a rotating shaft is rotatably connected to the circle center of the upper end of the upper circular plate, the lower end of the rotating shaft penetrates through the circle center of the lower circular plate to be fixedly connected with the circle center of the lower circular plate, and the lower end of the upper circular plate is in; a supporting plate and an isolating plate are respectively embedded on the inner side of the floor drain body and below the bottom surface plate, the isolating plate is located below the supporting plate, steel pipes are welded to the left end and the right end of the floor drain body, and the steel pipes are communicated with the inside of the floor drain body.

The utility model discloses in the preferred technical scheme, the bottom surface board is inlayed with the ring inner wall, plectane and ring inner wall threaded connection down, drum outer wall and ring inner wall joint, the drum lower extreme contacts with the bottom surface board upper end.

The utility model discloses in the preferred technical scheme, the steel pipe head end is located between backup pad and the division board.

The utility model discloses in the preferred technical scheme, it has the first penetration hole of a plurality of to go up the inside even division of plectane, the inside even division of plectane has a plurality of second penetration hole down, the inside even division of bottom surface board has the first through-hole of a plurality of, the inside even division of backup pad has a plurality of second through-hole, the inside even division of division board has a plurality of third through-hole.

The utility model discloses in the preferred technical scheme, the steel pipe is L style of calligraphy structure, the equal threaded connection of steel pipe tail end has the lid.

The utility model discloses in the preferred technical scheme, the diameter of first infiltration hole is greater than the diameter of second infiltration hole, the diameter of second infiltration hole is greater than the diameter of first through-hole, the diameter of first through-hole is greater than the diameter of second through-hole, the diameter of second through-hole is greater than the diameter of third through-hole.

Compared with the prior art, the utility model discloses the beneficial effect who realizes has following several: firstly, water on the ground can enter a cylinder inside a circular ring by rotating an upper circular plate to align a first permeation hole on the upper circular plate with a second permeation hole on a lower circular plate, the first permeation hole and the second permeation hole are staggered by rotating the upper circular plate in the opposite direction, the floor drain body is closed after the first permeation hole and the second permeation hole are staggered, the first permeation hole and the second permeation hole can be changed to corresponding positions by the upper circular plate in the rotating process, water flow can be controlled to pass through the floor drain body through the second permeation hole, and the circulation speed of water permeation on the ground can be controlled by rotating the upper circular plate; secondly, the upper circular plate, the lower circular plate, the filter plate, the bottom plate, the supporting plate and the isolation plate are arranged in a layered mode, dirt in the sewage can be gradually intercepted and filtered through the first penetration hole, the second penetration hole, the first through hole, the second through hole and the third through hole from top to bottom in sequence, the circular ring is taken out of the floor drain body through rotating the circular ring, and then the floor drain body and the inside of the circular ring can be cleaned so that the dirt is prevented from being blocked in an underground water pipeline; thirdly, carry out the water injection and pour into the pipeline dredging agent to the steel pipe through opening the lid, twist the ring into the floor drain body, twist the ring and screw on the floor drain body, the plectane makes first infiltration hole stagger with the second infiltration hole of plectane down in the rotation, so that inside the pipeline dredging agent enters into the underground water pipeline, thereby need not unpack apart the floor drain and add the pipeline dredging agent mediation groundwater piping that blocks up, save the trouble of dismantling the floor drain, and can also avoid pipeline dredging agent and filth to take place chemical reaction and splash and injure the people.

Drawings

FIG. 1 is a schematic view of the overall exterior of the present invention;

FIG. 2 is a top view of the present invention;

in the figure: 1-floor drain body, 2-steel pipe, 3-cover, 4-upper circular plate, 5-lower circular plate, 6-rotating shaft, 7-cylinder, 8-filter plate, 9-bottom plate, 10-support plate, 11-isolation plate, 12-first penetration hole, 13-second penetration hole, 14-first through hole, 15-second through hole, 16-third through hole and 17-circular ring.

Detailed Description

The preferred embodiments of the present invention will be described in conjunction with the accompanying drawings, and it will be understood that they are presented herein only to illustrate and explain the present invention, and not to limit the present invention.

Referring to fig. 1-2, the present invention provides a technical solution: a steel floor drain convenient to dredge comprises a floor drain body 1, wherein the upper end of the inner side of the floor drain body 1 is in threaded connection with a circular ring 17, an upper circular plate 4, a lower circular plate 5, a cylinder 7 and a bottom panel 9 are sequentially arranged inside the circular ring 17 from top to bottom, a filter plate 8 is clamped at the bottom end inside the cylinder 7, a rotating shaft 6 is rotatably connected to the circle center of the upper end of the upper circular plate 4, the lower end of the rotating shaft 6 penetrates through the circle center of the lower circular plate 5 and is fixedly connected with the circle center of the lower circular plate 5, and the lower end of the upper circular plate 4 is in contact with the; a support plate 10 and an isolation plate 11 are respectively embedded in the inner side of the floor drain body 1 and positioned below the bottom panel 9, the isolation plate 11 is positioned below the support plate 10, steel pipes 2 are welded at the left end and the right end of the floor drain body 1, and the steel pipes 2 are communicated with the inside of the floor drain body 1; the head end of the steel pipe 2 is positioned between the support plate 10 and the isolation plate 11;

specifically, by rotating the upper circular plate 4, the upper circular plate 4 rotates around the rotating shaft 6, the upper circular plate 4 is rotated to enable the first permeation holes 12 on the upper circular plate 4 to align with the second permeation holes 13 on the lower circular plate 5, so that the sewage on the ground can enter the cylinder 7 inside the circular ring 17, the sewage carried by the sewage is primarily intercepted by the filter plate 8 at the bottom end inside the cylinder 7, the bottom plate 9 can support the cylinder 7 and further intercept and filter the sewage flowing through the filter plate 8, the sewage is further filtered again by the second through holes 15 in the support plate 10 and the third through holes 16 in the isolation plate 11 along with the first through holes 14 in the sewage bottom plate 9, so that the floor drain body 1 is doubly secured, the first permeation holes 12 and the second permeation holes 13 are staggered by rotating the upper circular plate 4 again in the opposite direction, and the floor drain body 1 is closed after the first permeation holes 12 and the second permeation holes 13 are staggered, the upper circular plate 4 can make the first permeation holes 12 and the second permeation holes 13 change corresponding positions in the rotating process, so that the first permeation holes 12 and the second permeation holes 13 are aligned and staggered, and thus, a user can conveniently control the water flow flowing into the circular ring 17 by rotating the upper circular plate 4;

further, the bottom panel 9 is embedded in the inner wall of the circular ring 17, the lower circular plate 5 is in threaded connection with the inner wall of the circular ring 17, the outer wall of the cylinder 7 is clamped with the inner wall of the circular ring 17, the lower end of the cylinder 7 is in contact with the upper end of the bottom panel 9, the circular ring 17 is taken out of the floor drain body 1 by rotating the circular ring 17, the cylinder 7 can be directly taken out by unscrewing the lower circular plate 5 of the cylinder 7, and then the bottom panel 9 is taken out of the circular ring 17, so that the inner parts and other parts of the floor drain body 1 and the circular ring 17 can be cleaned;

particularly, a plurality of first penetration holes 12 are uniformly formed in the upper circular plate 4, a plurality of second penetration holes 13 are uniformly formed in the lower circular plate 5, a plurality of first through holes 14 are uniformly formed in the bottom plate 9, a plurality of second through holes 15 are uniformly formed in the support plate 10, and a plurality of third through holes 16 are uniformly formed in the partition plate 11; the diameter of the first penetration hole 12 is larger than that of the second penetration hole 13, the diameter of the second penetration hole 13 is larger than that of the first through hole 14, the diameter of the first through hole 14 is larger than that of the second through hole 15, and the diameter of the second through hole 15 is larger than that of the third through hole 16; the sewage is intercepted and filtered from top to bottom, the sewage with larger particles and volume is firstly intercepted by the upper circular plate 4 at the uppermost layer, then when the sewage gradually goes to the next layer, the particles and the volume of the intercepted sewage are smaller and smaller, the sewage on the isolating plate 11 at the last layer is fine and smooth, the intercepted sewage can be more thorough, and the blockage caused by the fact that the sewage with larger particles and volume enters an underground pipeline is avoided,

in addition, when the underground water pipeline needs to be cleaned, the steel pipe 2 is in an L-shaped structure, the tail end of the steel pipe 2 is in threaded connection with the cover 3, the circular ring 17 is screwed into the floor drain body 1 and screwed, the upper circular plate 4 is rotated to enable the first penetrating hole 12 to be staggered with the second penetrating hole 13 of the lower circular plate 5, the cover 3 is opened to inject water into the steel pipe 2 and inject a pipeline dredging agent into the steel pipe, so that the dredging agent enters between the partition plate 11 and the support plate 10 of the floor drain body 1, the pipeline dredging agent is slowly released to enter the underground water pipeline through the third penetrating hole 16 on the partition plate 11, finally the cover 3 at the upper end of the steel pipe 2 is screwed, the first penetrating hole 12 is staggered with the second penetrating hole 13 to enable the floor drain body 1 to form a sealed space, the water and the pipeline dredging agent are mixed between the support plate 10 and the partition plate 11 of the floor drain body 1 and then flow together, so that the pipeline dredging agent can enter the underground water, the plug meets with pipeline dredging agent and takes place chemical reaction and can produce a large amount of heat energy, and pipeline dredging agent gives the plug gradually through chemical change and erodees away, just has avoided pipeline dredging agent back jet subaerial after first infiltration hole 12 staggers with second infiltration hole 13 to be convenient for dredge groundwater pipeline.

Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described in the foregoing embodiments, or equivalents may be substituted for elements thereof.

Claims (6)

1. The utility model provides a steel floor drain convenient to mediation, includes floor drain body (1), its characterized in that:

the floor drain is characterized in that the upper end of the inner side of the floor drain body (1) is in threaded connection with a circular ring (17), an upper circular plate (4), a lower circular plate (5), a cylinder (7) and a bottom panel (9) are sequentially arranged inside the circular ring (17) from top to bottom, a filter plate (8) is clamped at the bottom end inside the cylinder (7), a rotating shaft (6) is rotatably connected at the circle center of the upper end of the upper circular plate (4), the lower end of the rotating shaft (6) penetrates through the lower circular plate (5) to be fixedly connected with the circle center of the lower circular plate (5), and the lower end of the upper circular plate (4) is in contact with; the floor drain is characterized in that a supporting plate (10) and a partition plate (11) are respectively embedded on the inner side of the floor drain body (1) and below the bottom panel (9), the partition plate (11) is located below the supporting plate (10), steel pipes (2) are welded at the left end and the right end of the floor drain body (1), and the steel pipes (2) are communicated with the inside of the floor drain body (1).

2. The steel floor drain convenient to dredge of claim 1, characterized in that: bottom surface board (9) are inlayed with ring (17) inner wall, down plectane (5) and ring (17) inner wall threaded connection, drum (7) outer wall and ring (17) inner wall joint, drum (7) lower extreme contacts with bottom surface board (9) upper end.

3. The steel floor drain convenient to dredge of claim 1, characterized in that: the head end of the steel pipe (2) is positioned between the support plate (10) and the isolation plate (11).

4. The steel floor drain convenient to dredge of claim 1, characterized in that: go up inside even division of plectane (4) and have first infiltration hole of a plurality of (12), down plectane (5) inside evenly division has a plurality of second infiltration hole (13), bottom surface board (9) inside evenly division has first through-hole of a plurality of (14), inside evenly division of backup pad (10) has a plurality of second through-hole (15), inside evenly division of division board (11) has a plurality of third through-hole (16).

5. The steel floor drain convenient to dredge of claim 1, characterized in that: the steel pipe (2) is of an L-shaped structure, and the tail end of the steel pipe (2) is in threaded connection with a cover (3).

6. The steel floor drain convenient to dredge of claim 4, characterized in that: the diameter of the first penetration hole (12) is larger than that of the second penetration hole (13), the diameter of the second penetration hole (13) is larger than that of the first through hole (14), the diameter of the first through hole (14) is larger than that of the second through hole (15), and the diameter of the second through hole (15) is larger than that of the third through hole (16).

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