CN214402075U - Floor drain capable of laterally draining water - Google Patents
Floor drain capable of laterally draining water Download PDFInfo
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- CN214402075U CN214402075U CN202120133858.0U CN202120133858U CN214402075U CN 214402075 U CN214402075 U CN 214402075U CN 202120133858 U CN202120133858 U CN 202120133858U CN 214402075 U CN214402075 U CN 214402075U
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- water
- water seepage
- drain
- net
- floor drain
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Abstract
The utility model discloses a floor drain for laterally draining water, which comprises a shell, wherein the shell is provided with a cavity, a drain valve is arranged in the cavity, a drain pipe is arranged below the shell, and the cavity is communicated with the drain pipe; a water seepage net is arranged between the shell and the water drainage pipe, and a plurality of water seepage holes are formed in the water seepage net; when the surface of the floor brick layer is aged and damaged and part of the surface cannot play a role in waterproof sealing, accumulated water is led out through the water seepage holes and drained from the drain pipe, the accumulated water is drained, the waterproof layer and the structural layer of the building are prevented from being damaged by excessive accumulated water, and leakage is prevented; the utility model discloses simple structure, manufacturing are easy, need not change by a wide margin and also can increase the drainage water function on the structure basis of having the floor drain.
Description
Technical Field
The utility model relates to a bathroom product technical field especially relates to a floor drain of side direction drainage water.
Background
When a house is decorated, floor drains are often required to be installed in places such as a toilet and a balcony; the floor drain is installed by punching a hole through a building structure layer, fixing the floor drain on the building structure layer through cement mortar, and then sequentially brushing a waterproof layer, filling a cement sand binding layer and paving a floor brick layer on the surface of the building structure layer; after the floor tile is used for a long time, the surface of the floor tile layer is filled with glue and aged and damaged, part of the floor tile layer cannot play a role in waterproof sealing, the cement sand bonding layer below the floor tile is of a porous structure, water can be accumulated in the cement sand bonding layer, and therefore the redundant accumulated water needs to be led out to prevent the water from continuously permeating the waterproof layer and the building structure layer after the water is accumulated excessively to cause leakage.
SUMMERY OF THE UTILITY MODEL
The utility model provides a floor drain of side direction drainage water for solving the above problems.
In order to achieve the above object, the utility model adopts the following technical scheme:
a floor drain capable of laterally draining water comprises a shell, wherein the shell is provided with a cavity, a drainage valve is arranged in the cavity, a drainage pipe is arranged below the shell, and the cavity is communicated with the drainage pipe; the shell with still be provided with a infiltration net between the drain pipe, a plurality of infiltration hole has been seted up to the infiltration net.
Preferably, the shell and the water seepage net are arranged in a split mode or in an integrated mode.
Preferably, the water seepage net is cylindrical, a plurality of water seepage holes are uniformly distributed on the wall of the water seepage net, and the water seepage holes are communicated with the pipeline of the drain pipe.
Preferably, a second step position is arranged at one end, close to the water seepage net, of the shell, the side wall surface of the second step position is inserted into the inner side of the cylinder wall of the water seepage net, and the upper wall surface of the second step position is attached to the upper end surface of the water seepage net.
Preferably, the infiltration net is close to drain pipe one end is provided with first step position, the lateral wall face of first step position is inserted and is located the drain pipe is inboard or the outside, the last wall face of first step position with the up end of drain pipe is laminated mutually.
Preferably, a third step position is arranged on the inner wall surface of the cavity, the third step position and the second step position are close to each other, and the drain valve is hung on the third step position.
Preferably, the side wall of the lower end part of the drain valve and the inner side wall of the water seepage net are arranged at intervals.
Preferably, the range of the gap between the side wall of the lower end part of the drain valve and the inner side wall of the water seepage net is 0.2-3.5 mm.
Preferably, the size range of the water seepage holes is 0.3 mm-3 mm.
Preferably, a fourth step position is further arranged above the third step position, and a filter screen is hung on the fourth step position.
Preferably, an overflowing hole is formed in the middle of the filter screen, the ring is arranged on the end face of the filter screen, and a plurality of overflowing holes are uniformly formed in the overflowing hole.
Preferably, the upper cover of the filter screen is provided with a face cover, and the face cover and the side wall of the cavity are arranged at intervals.
The utility model has the advantages that:
1) the water seepage net is arranged between the shell and the water drainage pipe, a plurality of water seepage holes are formed in the water seepage net, when the surface of the ground brick layer is aged, damaged and partial places cannot play the role of waterproof sealing, accumulated water is led out through the water seepage holes of the water seepage net and drained from the water drainage pipe, the accumulated water is removed, the waterproof layer and the structural layer of the building are prevented from being damaged too much by the accumulated water, and the leakage is prevented.
2) The utility model discloses simple structure, manufacturing are easy, need not change by a wide margin and also can increase the drainage water function on the structure basis of having had the floor drain.
3) The size of the water seepage hole is limited within the range of 0.3 mm-3 mm, so that the water seepage hole is prevented from being blocked by cement mortar particles used when the floor drain is installed and fixed, and the smoothness of the water seepage hole is ensured.
Drawings
The accompanying drawings, which are described herein, serve to provide a further understanding of the invention and constitute a part of this specification, and the exemplary embodiments and descriptions thereof are provided for explaining the invention without unduly limiting it. In the drawings:
fig. 1 is an explosion diagram of the floor drain for laterally draining water according to the present invention.
Fig. 2 is an explosion diagram two of the floor drain for laterally draining water of the utility model.
Figure 3 is the utility model discloses a map one is surveyed to the axis of side direction drain water's floor drain.
Fig. 4 is a first usage state diagram of the lateral drainage floor drain of the utility model.
Figure 5 is an axonometric view two of the floor drain of the utility model discloses a side direction drainage water.
Fig. 6 is a second usage state diagram of the floor drain for laterally draining water of the utility model.
Fig. 7 is a cross-sectional view of the casing of the floor drain for lateral drainage of water according to the present invention.
Reference numbers in the figures:
1. a housing; 11. a water seepage net; 111. a water seepage hole; 12. a first step position; 13. a second step position; 14. a third step position; 15. a fourth step position;
2. a drain valve;
3. a filter screen; 31. an overflowing hole; 32. water passing holes;
4. a face cover;
5. a drain pipe;
6. a floor brick layer;
7. a cement sand bonding layer; 70. a cement mortar blocking layer;
8. a waterproof layer;
9. a building structure layer; 90. the tube hole.
Detailed Description
In order to make the technical problem, technical solution and advantageous effects to be solved by the present invention clearer and more obvious, the following description of the present invention with reference to the accompanying drawings and embodiments is provided for further details. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the invention.
Referring to fig. 1 to 6, a floor drain for laterally draining accumulated water according to a preferred embodiment of the present invention includes a housing 1, the housing 1 has a cavity, a third step 14 is disposed on an inner wall surface of the cavity, and a drain valve 2 is hung on the third step 14; an internal thread is arranged below the third step position 14, an external thread corresponding to the internal thread is arranged on the outer side wall of the drain valve 2, and the internal thread is in threaded connection with the external thread, so that the drain valve 2 is fixedly arranged on the shell 1; a fourth step position 15 is arranged above the third step position 14, a filter screen 3 is hung on the fourth step position 15, a flow passing hole 31 is formed in the middle of the filter screen 3, and a plurality of water passing holes 32 are uniformly formed in the flow passing hole 31 on the end face of the filter screen 3; a face cover 4 is covered above the filter screen 3, and the side wall of the face cover 4 and the side wall of the cavity are arranged at intervals; a plurality of supporting legs are convexly arranged at one end of the surface cover 4 close to the filter screen 3, the supporting legs stand on the upper surface of the filter screen 3 in a supporting way, and an overflowing space is formed between the supporting legs and the upper surface of the filter screen 3 in a surrounding way; a drainage pipe 5 is arranged below the shell 1, and the cavity is communicated with the drainage pipe 5; the water on the ground flows to the gap between the face cover 4 and the cavity, and flows to the overflowing space, then flows to the water flowing hole 32 and the flowing hole 31, and flows to the drain pipe 5 from the drain valve 2 to be discharged.
When the surface of the floor brick layer 6 is aged and damaged and a part of the surface cannot play a role of waterproof sealing, the water from the ground can permeate into the floor brick layer 6 and then permeate downwards. In order to prevent moisture toward the 9 seepage of building structure layer, shell 1 with still be provided with a infiltration net 11 between the drain pipe 5, a plurality of infiltration hole 111 has been seted up to infiltration net 11, the lower tip of drain valve 2 with infiltration net 11 is corresponding, the lower tip lateral wall of drain valve 2 with infiltration net 11 inside wall interval sets up, from the water of ground seepage down reach waterproof layer 8 and unable seepage down, just follow infiltration hole 111 flow direction infiltration net 11 with clearance between the drain valve 2 and follow 5 inboard discharges away in the drain pipe. In order to prevent cement mortar particles for installing and fixing the floor drain from blocking the water seepage holes 111, the size range of the water seepage holes 111 is 0.3 mm-3 mm; preferably, the size range of the water seepage holes 111 is 0.5 mm-2 mm; in this embodiment, the diameter of the water seepage hole 111 is 0.75 mm; no matter the infiltration hole 111 is the circular hole, or the quad slit, or the hole of other shapes, as long as the diameter of infiltration hole 111, or length size etc. are in this within range, all are the protection scope of the utility model. Meanwhile, in order to ensure that accumulated water can quickly flow away from a gap between the water seepage net 11 and the drain valve 2, the range of the gap between the side wall of the lower end part of the drain valve 2 and the inner side wall of the water seepage net 11 is 0.2 mm-3.5 mm; preferably, the gap between the side wall of the lower end part of the drain valve 2 and the inner side wall of the water seepage net 11 ranges from 0.4mm to 1.5 mm; in this embodiment, the gap between the sidewall of the lower end of the drain valve 2 and the inner sidewall of the water-permeable net 11 is 0.5 mm. At the same time, the diameter of the drain hole of the drain valve 2 is kept large enough to ensure a sufficient water passing area for quickly draining the water drained from the ground.
Fig. 3 and 4 are schematic views of a first embodiment, in which the housing 1 and the water seepage network 11 are separately arranged, the water seepage network 11 is cylindrical, a plurality of water seepage holes 111 are uniformly distributed on the wall of the water seepage network 11, and the water seepage holes 111 are communicated with the pipeline of the drain pipe 5; a second step 13 is arranged at one end of the shell 1 close to the water seepage net 11, the side wall surface of the second step 13 is inserted into the cylinder wall of the water seepage net 11, and the upper wall surface of the second step 13 is attached to the upper end surface of the water seepage net 11; a first step position 12 is arranged at one end, close to the drain pipe 5, of the water seepage net 11, the side wall surface of the first step position 12 is inserted into the inner side of the drain pipe 5, and the upper wall surface of the first step position 12 is attached to the upper end surface of the drain pipe 5; third step 14 with second step 13 is close to the setting mutually, the lower tip of drain valve 2 with it is corresponding to ooze water net 11, the lower tip lateral wall of drain valve 2 with 5 inside wall intervals of drain pipe set up, thereby ensure ponding follow drain valve 2 with ooze the clearance between the water net 11, and follow drain pipe 5 drains.
Fig. 5 and fig. 6 are schematic diagrams of a second embodiment, in which the housing 1 and the water seepage net 11 are integrally disposed, the water seepage net 11 is disposed at the lower end of the housing 1 and is cylindrical, a plurality of water seepage holes 111 are uniformly distributed on the wall of the water seepage net 11, and the water seepage holes 111 are communicated with the pipeline of the drain pipe 5; a first step position 12 is arranged at one end, close to the drain pipe 5, of the water seepage net 11, the side wall surface of the first step position 12 is inserted into the inner side of the drain pipe 5, and the upper wall surface of the first step position 12 is attached to the upper end surface of the drain pipe 5; the lower tip of drain valve 2 with it is corresponding to ooze water net 11, the lower tip lateral wall of drain valve 2 with 5 inside wall intervals of drain pipe set up, thereby ensure ponding follow the infiltration hole 111 flow direction the drain valve 2 with the clearance between the ooze water net 11, and follow drain pipe 5 drains.
When a house is decorated and the floor drain is installed, firstly, a pipe hole 90 is chiseled on a building structure layer 9 at a position where the floor drain needs to be installed, the diameter of the pipe hole 90 is larger than the outer diameter of the drain pipe 5, and the side wall of the pipe hole 90 needs to be chiseled; inserting the floor drain into the pipe hole 90, wherein the water seepage net 11 is higher than the building structure layer 9, and sealing a gap between the inner wall of the pipe hole 90 and the floor drain by cement mortar; brushing a waterproof layer 8 on the upper surface of the building structure layer 9, laying a cement sand structure layer 7 on the waterproof layer 8, fixing the floor drain to the pipe hole 90 by the cement sand structure layer 7, and then laying a floor brick layer 6 above the cement sand structure layer 7, wherein the water seepage net 11 corresponds to the cement sand structure layer 7 and is higher than the waterproof layer 8. In daily use, even if the floor brick layer 6 is aged and damaged or a part of the floor brick layer does not play a role in waterproof sealing, and because the cement sand structural layer 7 is of a porous structure, water permeating into the cement sand structural layer 7 from the ground can be discharged to a gap between the water seepage net 11 and the drain valve 2 through the water seepage holes 111 and is discharged from the inner side of the drain pipe 5, and the water leakage and water seepage phenomena of a floor slab caused by erosion of the waterproof layer 8 and the building structural layer 9 can be avoided.
The utility model discloses a set up a infiltration net 11 between shell 1 with drain pipe 5, set up a plurality of infiltration holes 111 on infiltration net 11, when the surface of floor tile layer 6 appears ageing damage and some places can not play waterproof sealing effect, draw ponding through infiltration holes 111 of infiltration net 11 and discharge from drain pipe 5, get rid of ponding, prevent that ponding from destroying waterproof layer 8 and the structural layer of building too much, prevent the seepage; the utility model has simple structure and easy manufacture, and can increase the function of draining water on the basis of the structure of the existing floor drain without greatly changing; the size of the water seepage holes 111 is limited within the range of 0.3 mm-3 mm, so that cement mortar particles used when the floor drain is installed and fixed are prevented from blocking the water seepage holes 111, and the water seepage holes 111 are kept smooth. .
While the foregoing description shows and describes the preferred embodiments of the present invention, it is to be understood that the invention is not limited to the forms disclosed herein, but is not intended to be exhaustive or to exclude other embodiments and may be used in various other combinations, modifications, and environments and is capable of changes within the scope of the inventive concept as expressed herein, commensurate with the above teachings, or the skill or knowledge of the relevant art. But that modifications and variations may be effected by those skilled in the art without departing from the spirit and scope of the invention, which is to be limited only by the claims appended hereto.
Claims (10)
1. A floor drain capable of laterally draining water comprises a shell, wherein the shell is provided with a cavity, a drainage valve is arranged in the cavity, a drainage pipe is arranged below the shell, and the cavity is communicated with the drainage pipe; the water draining device is characterized in that a water seepage net is further arranged between the shell and the water draining pipe, and a plurality of water seepage holes are formed in the water seepage net.
2. The floor drain for laterally draining water according to claim 1, wherein the outer shell and the water penetration net are separately arranged or integrally arranged.
3. The floor drain for laterally draining accumulated water according to claim 2, wherein the water seepage net is cylindrical, a plurality of the water seepage holes are uniformly distributed on the wall of the water seepage net, and the water seepage holes are communicated with the pipeline of the drain pipe.
4. The floor drain for laterally draining water according to claim 3, wherein a second step is arranged at one end of the shell close to the water seepage net, a side wall surface of the second step is inserted into the inner side of the cylinder wall of the water seepage net, and an upper wall surface of the second step is attached to the upper end surface of the water seepage net.
5. The floor drain capable of laterally draining water according to any one of claims 1 to 4, wherein a first step position is arranged at one end, close to the drain pipe, of the water seepage net, the side wall surface of the first step position is inserted into the inner side or the outer side of the drain pipe, and the upper wall surface of the first step position is attached to the upper end surface of the drain pipe.
6. The floor drain capable of laterally draining water according to claim 4, wherein a third step is arranged on the inner wall surface of the cavity, the third step is close to the second step, and the drain valve is hung on the third step.
7. The floor drain for laterally draining water according to claim 1, wherein a sidewall of a lower end portion of the drain valve is spaced apart from a sidewall of the porous net.
8. The floor drain for laterally draining water according to claim 7, wherein a gap between the side wall of the lower end of the drain valve and the inner side wall of the water seepage net is in a range of 0.2 mm-3.5 mm.
9. The floor drain for laterally draining water according to claim 1, wherein the size range of the water seepage holes is 0.3 mm-3 mm.
10. The floor drain capable of laterally draining water according to claim 6, wherein a fourth step is further arranged above the third step, and a filter screen is hung on the fourth step.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120133858.0U CN214402075U (en) | 2021-01-19 | 2021-01-19 | Floor drain capable of laterally draining water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120133858.0U CN214402075U (en) | 2021-01-19 | 2021-01-19 | Floor drain capable of laterally draining water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214402075U true CN214402075U (en) | 2021-10-15 |
Family
ID=78046866
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120133858.0U Active CN214402075U (en) | 2021-01-19 | 2021-01-19 | Floor drain capable of laterally draining water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214402075U (en) |
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2021
- 2021-01-19 CN CN202120133858.0U patent/CN214402075U/en active Active
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