CN111305400A - Backfill drainage structure of integral toilet and implementation process of backfill drainage structure - Google Patents
Backfill drainage structure of integral toilet and implementation process of backfill drainage structure Download PDFInfo
- Publication number
- CN111305400A CN111305400A CN202010246697.6A CN202010246697A CN111305400A CN 111305400 A CN111305400 A CN 111305400A CN 202010246697 A CN202010246697 A CN 202010246697A CN 111305400 A CN111305400 A CN 111305400A
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- CN
- China
- Prior art keywords
- layer
- backfill
- ceramic tile
- floor drain
- drainage structure
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03C—DOMESTIC PLUMBING INSTALLATIONS FOR FRESH WATER OR WASTE WATER; SINKS
- E03C1/00—Domestic plumbing installations for fresh water or waste water; Sinks
- E03C1/12—Plumbing installations for waste water; Basins or fountains connected thereto; Sinks
- E03C1/122—Pipe-line systems for waste water in building
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/0407—Floor drains for indoor use
Abstract
The application belongs to the housing construction structure field, specifically discloses a drainage structures is backfilled to whole bathroom and construction process thereof, and it includes: the waterproof layer is laid on the peripheral surface of the caisson; the backfill layer is laid in the waterproof layer; the tile layer is laid on the mortar layer; backfill layer surface inlays and is equipped with a plurality of guiding gutters that a set of or multiunit use a center to extend all around, the guiding gutter with the ceramic tile layer separates empty setting, just the center of guiding gutter is connected with the blow off pipe through first floor drain pipeline, the ceramic tile layer surface is connected with the blow off pipe through second floor drain pipeline, still is equipped with the guiding gutter below the ceramic tile through the ceramic tile, and remaining water in ceramic tile surface can also permeate the guiding gutter below the ceramic tile through the ceramic tile and by first floor drain pipeline discharge, has avoided the unable exhaust condition of infiltration water.
Description
Technical Field
The application belongs to the housing construction field, concretely relates to drainage structures is backfilled to whole bathroom.
Technical Field
The lavatory waterproof construction among the current housing construction all realizes drainage and leak protection water based on waterproof construction, and waterproof construction commonly used is brush waterproof material around the lavatory caisson when just being fitment and constructs the waterproof layer, and this kind of waterproof construction is general in the in-service use water-proof effects, still can appear the condition of local infiltration and leaking along with the increase of service life.
Disclosure of Invention
Technical problem
The technical problem that this application will be solved is how to optimize the waterproof construction of current house lavatory.
Technical scheme
First aspect
Provided is an integral toilet backfill drainage structure, comprising: the waterproof layer is laid on the peripheral surface of the caisson; the backfill layer is laid in the waterproof layer; the tile layer is laid on the backfill layer; backfill layer surface inlays and is equipped with a plurality of guiding gutters of a set of or multiunit with a center to extending all around, the guiding gutter with the ceramic tile layer separates empty setting, just the center of guiding gutter is connected with the blow off pipe through first floor drain pipeline, the ceramic tile layer surface is connected with the blow off pipe through second floor drain pipeline.
Through above-mentioned lavatory backfill structure, except that the ceramic tile surface can carry out quick drainage through second floor drain pipeline, because still be equipped with the guiding gutter below the ceramic tile, the remaining water in ceramic tile surface can also permeate the guiding gutter below the ceramic tile and discharge by first floor drain pipeline through the ceramic tile, and this kind of drainage structures can give the discharge with the water of ceramic tile surface infiltration, avoids the infiltration water to get into the mortar layer and backfill layer and the unable exhaust condition.
Second aspect of the invention
The construction process of the backfill drainage structure of the integral toilet comprises the following steps: 1) paving a first waterproof layer around the toilet caisson; 2) a fixed pipeline is arranged in the caisson and is communicated with a sewer pipeline; 3) pouring the backfill material into the caisson to form a backfill layer; 4) a plurality of water pipes are embedded on the surface of the backfill layer around the floor drain pipe; 5) and after the backfill layer is solidified, taking out the embedded water pipe, and then paving a tile layer on the surface of the backfill layer.
Technical effects
Compare outside single floor drain through ceramic tile surface in prior art realized drainage structures, this application has still given effective discharge to the water of ceramic tile surface infiltration, and then prevents to permeate for a long time to the soaking on backfill layer and ceramic tile layer, not only can play long-term water-proof effects, can also make ceramic tile surface water air-dry fast simultaneously, makes the lavatory keep dry environment.
Drawings
Fig. 1 is a side view of an integrated toilet backfill drainage structure according to the present application.
Fig. 2 is a schematic top view of a flow guide groove in the present application.
Reference numerals:
1, caisson;
2, waterproof layer;
3 a backfill layer;
4, a mortar layer;
5, a tile layer;
6, a diversion trench;
7 a first floor drain conduit;
8 a second floor drain conduit;
9, a sewage discharge pipe;
21 a floor drain opening;
22 oval diversion trenches;
23 strip-shaped diversion trenches.
Detailed Description
Exemplary embodiments of the product
As shown in the figure 1, the side structure of the backfill drainage structure of the integral toilet is schematically shown, and the backfill drainage structure of the integral toilet comprises a waterproof layer 2, a backfill layer 3 and a ceramic tile layer 5, wherein the waterproof layer 2 is laid on the peripheral surface of the caisson 1; the backfill layer 3 is laid in the waterproof layer 2; a tile layer 5 is laid on the backfill layer 3; the surface of the backfill layer 3 is embedded with one or more groups of guide grooves 6 extending from one center to the periphery, the guide grooves 6 are arranged at intervals with the tile layer 5, the centers of the guide grooves 6 are connected with a sewage discharge pipe 9 through a first floor drain pipeline 7, and the surface of the tile layer 5 is connected with the sewage discharge pipe 9 through a second floor drain pipeline 8.
The working principle of the toilet backfill structure is as follows: except that what the ceramic tile surface can carry out quick drainage through second floor drain pipeline, still be equipped with the guiding gutter below the ceramic tile, the remaining water in ceramic tile surface can also permeate the guiding gutter below the ceramic tile and discharge by first floor drain pipeline through the ceramic tile, and this kind of drainage structures can give the discharge with the water of ceramic tile surface infiltration, avoids the infiltration water to get into backfill layer 3 and waterproof layer 2 and the unable exhaust condition.
In some embodiments, with reference to fig. 1, in order to further improve the sealing performance of the backfill drainage structure, a mortar layer 4 may be further laid between the backfill layer and the tile layer, at this time, one or more sets of multiple diversion trenches 6 extending from one center to the periphery are embedded in the surface of the mortar layer 4, the diversion trenches 6 are spaced from the tile layer 5, the center of the diversion trench 6 is connected with a drain pipe 9 through a first drain pipe 7, and the surface of the tile layer 5 is connected with the drain pipe 9 through a second drain pipe 8. The waterproof layer in each embodiment can be made of various existing waterproof materials, the specific implementation content of the waterproof layer is not limited in the application, and the waterproof layer is implemented by adopting an industry conventional technical means or an existing technical means under the guidance of technicians in the field, so that the detailed description is omitted.
Similarly, the mortar layer in the above scheme is also the same, which belongs to the conventional construction technical means in the field, so that the alignment of specific components is not limited here.
In addition, the backfill layer can be made of waste wall bricks or waste residues in a decoration site or concrete materials, the concrete content of the backfill material is not limited, and the backfill layer mainly plays a role in filling the caisson. The contribution of the present application to the prior art lies in the structural relationship and structural arrangement, and thus no limitation is imposed on the specific materials of each construction layer.
Further, based on the above embodiments, in some example embodiments, a second waterproof layer may be further coated on the backfill layer.
Specifically, in practical applications, one or more sets of the diversion trenches extending from the center to the periphery and laid on the backfill layer or the mortar layer may include various ways. The purpose of the diversion trench is to enable water permeating from the tile layer to flow into the diversion trench, that is, the diversion trench is used for receiving more permeated water and guiding the permeated water into the sewage pipe. Therefore, the more guide grooves are distributed, the more guide grooves are beneficial to collecting the permeated water, but the problem that the guide grooves are arranged too much, so that the hollowing of the surface of the ceramic tile is serious is considered. Therefore, the design of the guide groove is a problem.
Specifically, in some embodiments, see fig. 2, which shows a schematic top view structure of a diversion trench, as shown in the figure, the diversion trench includes a plurality of elliptical diversion trenches 22 centered on a floor drain 21, the elliptical diversion trenches 22 are communicated with each other, and a plurality of strip-shaped diversion trenches 23 extending to corners are further connected to the outermost elliptical diversion trench 22. The guiding gutter structure that this embodiment provided can satisfy the maximum infiltration area that covers on a large scale, can make the guiding gutter area under the unit area ceramic tile layer less through the width of adjustment guiding gutter simultaneously to overcome the condition of hollowing.
Of course, in a specific embodiment, the diversion trench structure may further include a diversion design structure such as a fishbone structure and a star structure, which is not described herein.
Exemplary embodiments of the methods
Based on the same application concept as that of the product embodiment, the embodiment provides a construction process of a backfill drainage structure of an integral toilet, which specifically comprises the following steps:
1) a first waterproof layer is laid on the periphery of the toilet caisson.
Wherein, first waterproof layer can adopt current waterproof material, as long as possess waterproof function can, this application does not do the restriction to the specific content of waterproof layer.
2) And (3) installing and fixing a pipeline in the caisson and communicating the pipeline with a sewer pipeline.
The drainage loop is preset, the laid pipelines comprise a sewage discharge pipe and a floor drain pipeline which are connected with a sewer, for example, a first floor drain pipeline and a second floor drain pipeline can be arranged on the surface of different construction layers, so that water in the toilet can be effectively connected into the sewage discharge pipe.
3) And pouring the backfill material into the caisson to form a backfill layer.
The backfill material can be waste wall bricks or waste slag in a decoration site, can also be a concrete material or a combination of concrete and waste slag as in the above embodiment, and the concrete content of the backfill material is not limited in the application.
4) And a plurality of water pipes are embedded on the surface of the backfill layer around the floor drain pipe.
Specifically, because the tile layer is laid on the surface of the backfill layer, after the backfill layer is laid, the surface of the backfill layer generally needs to be leveled so as to better lay the tile layer; more importantly, the diversion trench can be processed on the surface of the backfill layer through leveling.
The water pipe is embedded in the surface of the backfill layer in a laying mode, and the diversion groove can be formed after the surface of the backfill layer is solidified or dried and is used for quickly discharging flowing water through the diversion groove.
5) And after the backfill layer is solidified, taking out the embedded water pipe, and then paving a tile layer on the surface of the backfill layer.
After the water pipe is taken out, a diversion trench structure can be formed on the surface of the backfill layer, and the method is simple in construction and good in diversion effect. After the ceramic tile layer has been laid on backfill layer surface, the guiding gutter forms the empty structure with ceramic tile layer bottom, can flow into the guiding gutter after the water on ceramic tile layer surface permeates to backfill layer to discharge it fast, in order to realize waterproof effect. In some embodiments, the step of constructing the backfill layer may specifically include:
31) adding a foaming agent, mixing water and stirring until the mixture is uniform;
32) adding latex powder, mixing with water and stirring to be uniform;
33) adding cement, mixing with water and stirring to be uniform;
34) discharging air bubbles;
35) and (4) smoothing the surface of the slurry, and forming a backfill layer after drying.
The foaming agent, the latex powder and the cement can be realized by purchasing the existing materials, and the specific product types of the foaming agent, the latex powder and the cement are not limited in the application.
When the bubbles are removed, the bubbles can be discharged by adopting a manual stirring mode or a vibrating rod stirring mode.
Specifically, in a specific implementation, the construction step of the backfill layer includes: pouring the foaming agent into a stirring machine, mixing water and stirring until the mixture is uniform; pouring the latex powder into a stirring machine, mixing water and stirring until the mixture is uniform; adding cement into a stirring machine, and stirring the cement, the foaming agent and the latex powder uniformly; and opening a discharge port of the machine to discharge the slurry, discharging bubbles in air generated by the backfill material when the machine stirs by using a plastic shovel to trowel the surface of the slurry, and drying to form a backfill layer.
Specifically, the ratio of the latex powder to the foaming agent is 10: 1.7, the waterproof effect and the material cost of the backfill layer formed at the proportion are optimal.
In some embodiments, in order to further improve the waterproof performance of the toilet, on the basis of the above implementation method, after the backfill layer is laid, a mortar layer 4 is laid on the backfill layer 3, then one or more groups of diversion trenches 6 extending from one center to the periphery are embedded in the surface of the mortar layer 4, the diversion trenches 6 are arranged in a spaced manner from the tile layer 5, the center of the diversion trench 6 is connected with a sewage discharge pipe 9 through a first floor drain pipeline 7, and the surface of the tile layer 5 is connected with the sewage discharge pipe 9 through a second floor drain pipeline 8.
In some embodiments, a waterproof layer may be further laid on the mortar layer, that is, in addition to the first waterproof layer laid at the bottom of the caisson, the second waterproof layer laid on the mortar layer in this embodiment may further prevent part of water infiltrated by the tiles from infiltrating into the backfill layer without flowing into the flow guide grooves, thereby achieving an enhanced waterproof effect.
Claims (9)
1. The utility model provides an integral bathroom backfill drainage structure which characterized in that includes:
the first waterproof layer is paved on the peripheral surface of the caisson;
the backfill layer is laid in the waterproof layer;
the tile layer is laid on the backfill layer;
backfill layer surface inlays and is equipped with a plurality of guiding gutters of a set of or multiunit with a center to extending all around, the guiding gutter with the ceramic tile layer separates empty setting, just the center of guiding gutter is connected with the blow off pipe through first floor drain pipeline, the ceramic tile layer surface is connected with the blow off pipe through second floor drain pipeline.
2. The integrated toilet backfill drain structure according to claim 1, further comprising:
the mortar layer is laid between the backfill layer and the ceramic tile layer;
the mortar layer surface inlays and is equipped with a plurality of guiding gutters of a set of or multiunit with a center to extending all around, the guiding gutter with the ceramic tile layer separates empty setting, just the center of guiding gutter is connected with the blow off pipe through first floor drain pipeline, the ceramic tile layer surface is connected with the blow off pipe through second floor drain pipeline.
3. The backfill drainage structure for integral toilets according to claim 2, wherein the mortar layer is further coated with a second waterproof layer.
4. The integrated toilet room backfill drain structure according to any one of claims 1-3, wherein the one or more sets of guide grooves extending in a central direction and around the guide grooves comprise:
a plurality of oval guiding gutters with the floor drain as the center, each oval guiding gutter is communicated with each other, and a plurality of strip-shaped guiding gutters which respectively extend to the corners are also connected to the oval guiding gutter at the outermost side.
5. A construction process for a backfill drainage structure of an integral toilet is characterized by comprising the following steps:
1) paving a first waterproof layer around the toilet caisson;
2) a fixed pipeline is arranged in the caisson and is communicated with a sewer pipeline;
3) pouring the backfill material into the caisson to form a backfill layer;
4) a plurality of water pipes are embedded on the surface of the backfill layer around the floor drain pipe;
5) and after the backfill layer is solidified, taking out the embedded water pipe, and then paving a tile layer on the surface of the backfill layer.
6. The construction process of the backfill drainage structure of the integral toilet according to claim 5, wherein the construction step of the backfill layer comprises the following steps:
adding a foaming agent, mixing water and stirring until the mixture is uniform;
adding latex powder, mixing with water and stirring to be uniform;
adding cement, mixing with water and stirring to be uniform;
discharging air bubbles;
and (4) smoothing the surface of the slurry, and forming a backfill layer after drying.
7. The construction process of the backfill drainage structure of the integral toilet according to claim 6, wherein the ratio of the latex powder to the foaming agent is 10: 1.7.
8. the construction process of the backfill drainage structure of the integral toilet according to any one of claims 5 to 7, wherein before the laying of the ceramic tile layer, the construction process further comprises:
laying a mortar layer on the backfill layer;
and embedding a plurality of water pipes around the floor drain pipeline on the surface of the mortar layer, taking out the embedded water pipes after the mortar layer is solidified, and paving a tile layer on the surface of the backfill layer.
9. The construction process of the backfill drainage structure of the integral toilet according to claim 8, wherein a second waterproof layer is additionally laid on the surface of the mortar layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010246697.6A CN111305400A (en) | 2020-04-01 | 2020-04-01 | Backfill drainage structure of integral toilet and implementation process of backfill drainage structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010246697.6A CN111305400A (en) | 2020-04-01 | 2020-04-01 | Backfill drainage structure of integral toilet and implementation process of backfill drainage structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111305400A true CN111305400A (en) | 2020-06-19 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010246697.6A Withdrawn CN111305400A (en) | 2020-04-01 | 2020-04-01 | Backfill drainage structure of integral toilet and implementation process of backfill drainage structure |
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| CN (1) | CN111305400A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112359988A (en) * | 2020-12-18 | 2021-02-12 | 重庆渝高科技产业(集团)股份有限公司 | Construction method of stone whiskering diversion structure |
| CN113482277A (en) * | 2021-05-28 | 2021-10-08 | 广东睿华豪墅科技有限公司 | Construction process for backfilling and waterproofing caisson toilet |
| CN113585438A (en) * | 2021-08-19 | 2021-11-02 | 北京国典建筑装饰有限公司 | Kitchen drainage construction method |
| WO2023197464A1 (en) * | 2022-04-13 | 2023-10-19 | 湖南省富民乐建材科技发展有限公司 | Production construction method for backfilling sunken toilet |
-
2020
- 2020-04-01 CN CN202010246697.6A patent/CN111305400A/en not_active Withdrawn
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112359988A (en) * | 2020-12-18 | 2021-02-12 | 重庆渝高科技产业(集团)股份有限公司 | Construction method of stone whiskering diversion structure |
| CN112359988B (en) * | 2020-12-18 | 2022-05-10 | 重庆渝高科技产业(集团)股份有限公司 | Construction method of stone whiskering diversion structure |
| CN113482277A (en) * | 2021-05-28 | 2021-10-08 | 广东睿华豪墅科技有限公司 | Construction process for backfilling and waterproofing caisson toilet |
| CN113585438A (en) * | 2021-08-19 | 2021-11-02 | 北京国典建筑装饰有限公司 | Kitchen drainage construction method |
| WO2023197464A1 (en) * | 2022-04-13 | 2023-10-19 | 湖南省富民乐建材科技发展有限公司 | Production construction method for backfilling sunken toilet |
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Application publication date: 20200619 |
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| WW01 | Invention patent application withdrawn after publication |