CN107762097B - Toilet caisson structure and construction method - Google Patents
Toilet caisson structure and construction method Download PDFInfo
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- CN107762097B CN107762097B CN201711036076.XA CN201711036076A CN107762097B CN 107762097 B CN107762097 B CN 107762097B CN 201711036076 A CN201711036076 A CN 201711036076A CN 107762097 B CN107762097 B CN 107762097B
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- slope
- floor
- caisson
- fiber reinforced
- toilet
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
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- 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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
Abstract
The invention relates to the technical field of building construction, in particular to a toilet caisson structure which comprises a slope, wherein a plurality of supporting piers are vertically arranged on the slope, the tops of the supporting piers are commonly connected with a glass fiber reinforced plastic grid, plastic floor tile pads are densely distributed on the glass fiber reinforced plastic grid, floor tiles are arranged on the plastic floor tile pads, gaps are reserved among the floor tiles, and a drainage pipeline is arranged on one side of the slope. The invention also discloses a construction method of the caisson structure of the toilet, which comprises the following steps: s1, generating a slope 2 on the floor of the caisson of the toilet; s2, forming an overhead layer 3; and S3, paving the floor tiles. The invention can realize that the caisson has no accumulated water, the accumulated water is discharged in time, and the bottom water leakage phenomenon can not occur; accumulated water on the ground is directly discharged from the brick gaps without a floor drain; the floor tiles do not need cement sand, the tiles are easy to change, the cleaning is convenient, the operation is simple and convenient, and the construction is simple and convenient; saving labor time and materials.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a toilet caisson structure and a construction method.
Background
The caisson type toilet is a sinking type toilet. When the main body is built, the structural layer of the toilet is partially or wholly sunk to a certain height (generally 35CM to 40CM) away from the corresponding floor, so that the horizontal drainage pipeline of the toilet is embedded in the structural layer, and then the structural layer is backfilled by a light material, and only one hole is required to be arranged on the structural layer to serve as a drainage vertical pipe for use.
In addition, the floor tiles in the prior art need cement and sand to be fixed, so that the floor tiles are inconvenient to clean, damaged and inconvenient to replace, and the renovating cost is high.
Disclosure of Invention
The invention aims to solve the defects in the prior art and provides a toilet caisson structure and a construction method.
In order to achieve the purpose, the invention adopts the following technical scheme:
the utility model provides a toilet caisson structure, includes the slope, be equipped with a plurality of support piers on the slope perpendicularly, the top of supporting the mound is connected with glass steel grating jointly, it has plastic floor tile pad to gather on the glass steel grating, be equipped with the ceramic tile on the plastic floor tile pad, leave the space between the ceramic tile, one side on slope is equipped with drainage pipe.
The invention also discloses a construction method of the caisson structure of the toilet, which comprises the following steps:
s1, generating a slope on the floor of the caisson of the toilet: filling the blank ground of the caisson of the toilet with a filler, making the blank ground into a slope, and brushing waterproof paint on the slope, so that a double waterproof function is realized, and then arranging a drainage pipeline on one side of the lower slope;
s2, forming an overhead layer, which comprises the following steps:
a1, vertically arranging a plurality of support piers on the slope;
a2, horizontally paving a glass fiber reinforced plastic grid on the top of a support pier, supporting the bottom of the glass fiber reinforced plastic grid through the support pier, and cutting the shape and the size of the glass fiber reinforced plastic grid to be consistent with the ground of a washroom, so that an overhead layer is formed between the glass fiber reinforced plastic grid and a slope;
s3, paving floor tiles: the plastic floor tile mat is uniformly laid on the upper part of the glass fiber reinforced plastic grating, then the floor tiles are embedded on the plastic floor tile mat, the size and the shape of the plastic floor tile mat are matched with those of the floor tiles, and gaps are reserved on the peripheral edges of the plastic floor tile mat and the floor tiles during laying, so that accumulated water on the ground of a toilet can rapidly permeate into the caisson through the gaps on the periphery of each floor tile and can be discharged through a slope in time, and the aim of keeping the ground of the toilet dry is fulfilled.
Preferably, the filler in S1 is cement, foaming agent and waterproof agent concrete, and the slope of the formed slope is 2-15%.
Preferably, the specific method for arranging the drainage pipeline in the step S1 is as follows: the lower side of the slope is horizontally provided with a drainage pipeline which is communicated with the main drainage and sewage discharge vertical pipe in the toilet, or the drainage pipeline discharges water independently, and the water inlet of the drainage pipeline is opposite to the lowest point of the slope, so that accumulated water on the slope can flow into the drainage pipeline conveniently.
Preferably, the support piers in S2 are arranged in a matrix, and the glass fiber reinforced plastic grating is formed by integral molding or by assembling a plurality of small gratings.
Preferably, the floor tiles are rectangular tiles, and the width of the gap between adjacent floor tiles is 0.5-2 mm.
The invention provides a sink box structure of a restroom and a construction method, which have the beneficial effects that:
1. the caisson has no accumulated water, the accumulated water is discharged in time, and the bottom water leakage phenomenon cannot occur;
2. accumulated water on the ground is directly discharged from the brick gaps without a floor drain;
3. the floor tiles do not need cement sand, the tiles are easy to change, the cleaning is convenient, and the operation is simple;
4. the construction is simple, labor time and materials are saved.
Description of the drawings:
fig. 1 is a schematic structural view of a caisson structure of a toilet according to the present invention.
In the figure: the device comprises a drainage pipeline 1, a slope 2, an overhead layer 3, a support pier 4, a glass fiber reinforced plastic grating 5, a plastic floor brick pad 6 and a main drainage and sewage discharge vertical pipe 7.
Detailed Description
The technical solutions in the embodiments of the present invention are clearly and completely described below, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments.
Referring to fig. 1, the caisson structure of the toilet comprises a slope 2, wherein a plurality of supporting piers 4 are vertically arranged on the slope 2, the tops of the supporting piers 4 are jointly connected with a glass fiber reinforced plastic grid 5, an overhead layer 3 is formed between the glass fiber reinforced plastic grid 5 and the slope 2, plastic floor brick pads 6 are densely distributed on the glass fiber reinforced plastic grid 5, floor tiles are arranged on the plastic floor brick pads 6, gaps are reserved among the floor tiles, and a drainage pipeline 1 is arranged on one side of the slope 2.
Example 1
The invention also discloses a construction method of the caisson structure of the toilet, which comprises the following steps:
s1, generating a slope 2 on the floor of the caisson of the toilet: after cleaning up blanks of a toilet caisson on the ground, filling the blanks with a filler, making a slope 2, and brushing waterproof paint, so that a dual waterproof function is realized, wherein the filler is cement foam waterproof agent concrete, the slope of the slope 2 is 2% -15%, then a drainage pipeline 1 is arranged on the lower side of the slope 2, and the specific method for arranging the drainage pipeline 1 comprises the following steps: a drainage pipeline 1 is horizontally arranged on one lower side of the slope 2, the drainage pipeline 1 is communicated with a main drainage and sewage discharge vertical pipe 7 in a toilet, or the drainage pipeline 1 is selected to drain water independently according to civil engineering conditions, and a water inlet of the drainage pipeline 1 is over against the lowest point of the slope 2, so that accumulated water on the slope 2 can flow into the drainage pipeline 1 conveniently;
s2, forming the overhead layer 3, which comprises the following steps:
a1, vertically arranging a plurality of support piers 4 on the slope 2, wherein the support piers 4 are arranged in a matrix;
a2, horizontally paving a glass fiber reinforced plastic grating 5 on the top of a support pier 4, wherein the glass fiber reinforced plastic grating 5 is formed by integral molding or mutual assembly of a plurality of small gratings, the bottom of the glass fiber reinforced plastic grating 5 is supported by the support pier 4, and the shape and the size of the glass fiber reinforced plastic grating 5 are cut to be consistent with the ground of a washroom, so that an overhead layer 3 is formed between the glass fiber reinforced plastic grating 5 and a slope 2;
s3, paving floor tiles: the plastic floor tile pad 6 is uniformly laid on the upper portion of the glass fiber reinforced plastic grating 5, then the floor tiles are inlaid on the plastic floor tile pad 6, the size and the shape of the plastic floor tile pad 6 are matched with those of the floor tiles, gaps are reserved on the peripheral edges of the plastic floor tile pad 6 and the floor tiles during laying, the floor tiles are rectangular tiles, and the width of the gap between every two adjacent floor tiles is 0.5mm, so that accumulated water on the toilet floor can rapidly permeate into a caisson through the gaps on the periphery of each floor tile and can be discharged through a slope in time, and the aim of keeping the toilet floor dry is fulfilled.
Example 2
The invention also discloses a construction method of the caisson structure of the toilet, which comprises the following steps:
s1, generating a slope 2 on the floor of the caisson of the toilet: after a blank of a caisson of a toilet is cleaned on the ground, filling the blank with a filler, making a slope 2, and then brushing waterproof paint, so that a dual waterproof function is realized, wherein the filler is cement foam waterproof concrete, the slope forming the slope 2 is 2% -15%, then a drainage pipeline 1 is arranged on one lower side of the slope 2, and the specific method for arranging the drainage pipeline 1 is as follows: a drainage pipeline 1 is horizontally arranged on one lower side of the slope 2, the drainage pipeline 1 is communicated with a main drainage and sewage discharge vertical pipe 7 in a toilet, or the drainage pipeline 1 is selected to drain water independently according to civil engineering conditions, and a water inlet of the drainage pipeline 1 is over against the lowest point of the slope 2, so that accumulated water on the slope 2 can flow into the drainage pipeline 1 conveniently;
s2, forming the overhead layer 3, which comprises the following steps:
a1, vertically arranging a plurality of support piers 4 on the slope 2, wherein the support piers 4 are arranged in a matrix;
a2, horizontally paving a glass fiber reinforced plastic grating 5 on the top of a support pier 4, wherein the glass fiber reinforced plastic grating 5 is formed by integral molding or mutual assembly of a plurality of small gratings, the bottom of the glass fiber reinforced plastic grating 5 is supported by the support pier 4, and the shape and the size of the glass fiber reinforced plastic grating 5 are cut to be consistent with the ground of a washroom, so that an overhead layer 3 is formed between the glass fiber reinforced plastic grating 5 and a slope 2;
s3, paving floor tiles: the plastic floor tile pad 6 is uniformly laid on the upper portion of the glass fiber reinforced plastic grid 5, then the floor tiles are inlaid on the plastic floor tile pad 6, the size and the shape of the plastic floor tile pad 6 are matched with those of the floor tiles, gaps are reserved on the peripheral edges of the plastic floor tile pad 6 and the floor tiles during laying, the floor tiles are rectangular tiles, the width of the gap between every two adjacent floor tiles is 1mm, therefore, accumulated water on the toilet floor can rapidly permeate into a caisson through the gaps on the periphery of each floor tile and can be discharged through a slope in time, and the purpose of keeping the toilet floor dry is achieved.
Example 3
The invention also discloses a construction method of the caisson structure of the toilet, which comprises the following steps:
s1, generating a slope 2 on the floor of the caisson of the toilet: after cleaning up blanks of a toilet caisson on the ground, filling the blanks with a filler, making a slope 2, and brushing waterproof paint, so that a dual waterproof function is realized, wherein the filler is cement foam waterproof agent concrete, the slope of the slope 2 is 10%, then a drainage pipeline 1 is arranged on the lower side of the slope 2, and the specific method for arranging the drainage pipeline 1 is as follows: a drainage pipeline 1 is horizontally arranged on one lower side of the slope 2, the drainage pipeline 1 is communicated with a main drainage and sewage discharge vertical pipe 7 in a toilet, or the drainage pipeline 1 is selected to drain water independently according to civil engineering conditions, and a water inlet of the drainage pipeline 1 is over against the lowest point of the slope 2, so that accumulated water on the slope 2 can flow into the drainage pipeline 1 conveniently;
s2, forming the overhead layer 3, which comprises the following steps:
a1, vertically arranging a plurality of support piers 4 on the slope 2, wherein the support piers 4 are arranged in a matrix;
a2, horizontally paving a glass fiber reinforced plastic grating 5 on the top of a support pier 4, wherein the glass fiber reinforced plastic grating 5 is formed by integral molding or mutual assembly of a plurality of small gratings, the bottom of the glass fiber reinforced plastic grating 5 is supported by the support pier 4, and the shape and the size of the glass fiber reinforced plastic grating 5 are cut to be consistent with the ground of a washroom, so that an overhead layer 3 is formed between the glass fiber reinforced plastic grating 5 and a slope 2;
s3, paving floor tiles: the plastic floor tile pad 6 is uniformly laid on the upper portion of the glass fiber reinforced plastic grating 5, then the floor tiles are inlaid on the plastic floor tile pad 6, the size and the shape of the plastic floor tile pad 6 are matched with those of the floor tiles, gaps are reserved on the peripheral edges of the plastic floor tile pad 6 and the floor tiles during laying, the floor tiles are rectangular tiles, and the width of the gap between every two adjacent floor tiles is 1.5mm, so that accumulated water on the toilet floor can rapidly permeate into a caisson through the gaps on the periphery of each floor tile and can be discharged through a slope in time, and the aim of keeping the toilet floor dry is fulfilled.
Example 4
The invention also discloses a construction method of the caisson structure of the toilet, which comprises the following steps:
s1, generating a slope 2 on the floor of the caisson of the toilet: after cleaning up the blank of toilet caisson on the ground, firstly filling the blank with a filler, making a slope 2 and then brushing waterproof paint, thereby realizing the dual waterproof function, wherein the filler is cement foam waterproof agent concrete, the slope of the slope 2 is 15%, then the lower side of the slope 2 is provided with a drainage pipeline 1, and the concrete method for arranging the drainage pipeline 1 is as follows: a drainage pipeline 1 is horizontally arranged on one lower side of the slope 2, the drainage pipeline 1 is communicated with a main drainage and sewage discharge vertical pipe 7 in a toilet, or the drainage pipeline 1 is selected to drain water independently according to civil engineering conditions, and a water inlet of the drainage pipeline 1 is over against the lowest point of the slope 2, so that accumulated water on the slope 2 can flow into the drainage pipeline 1 conveniently;
s2, forming the overhead layer 3, which comprises the following steps:
a1, vertically arranging a plurality of support piers 4 on the slope 2, wherein the support piers 4 are arranged in a matrix;
a2, horizontally paving a glass fiber reinforced plastic grating 5 on the top of a support pier 4, wherein the glass fiber reinforced plastic grating 5 is formed by integral molding or mutual assembly of a plurality of small gratings, the bottom of the glass fiber reinforced plastic grating 5 is supported by the support pier 4, and the shape and the size of the glass fiber reinforced plastic grating 5 are cut to be consistent with the ground of a washroom, so that an overhead layer 3 is formed between the glass fiber reinforced plastic grating 5 and a slope 2;
s3, paving floor tiles: the plastic floor tile pad 6 is uniformly laid on the upper portion of the glass fiber reinforced plastic grid 5, then the floor tiles are inlaid on the plastic floor tile pad 6, the size and the shape of the plastic floor tile pad 6 are matched with those of the floor tiles, gaps are reserved on the peripheral edges of the plastic floor tile pad 6 and the floor tiles during laying, the floor tiles are rectangular tiles, the width of the gap between every two adjacent floor tiles is 2mm, therefore, accumulated water on the toilet floor can rapidly permeate into a caisson through the gaps on the periphery of each floor tile and can be discharged through a slope in time, and the purpose of keeping the toilet floor dry is achieved.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the technical solutions and the inventive concepts thereof according to the present invention should be equivalent or changed within the scope of the present invention.
Claims (6)
1. The utility model provides a bathroom caisson structure which characterized in that: including slope (2), be equipped with a plurality of support mounds (4) on slope (2) perpendicularly, the top of supporting mound (4) is connected with glass steel grating (5) jointly, form built on stilts layer (3) between glass steel grating (5) and slope (2), it has plastic floor brick pad (6) to gather on glass steel grating (5), be equipped with the ceramic tile on plastic floor brick pad (6), leave the space between the ceramic tile, one side on slope (2) is equipped with drainage pipe (1).
2. The construction method of a lavatory caisson structure of claim 1, comprising the steps of:
s1, generating a ramp on the toilet caisson floor (2): after cleaning the blank ground of the caisson in the toilet, filling the blank ground with a filler, making the blank ground into a slope (2), and brushing waterproof paint on the slope (2) so as to realize double waterproof functions, and then arranging a drainage pipeline (1) on the lower side of the slope (2);
s2, forming an overhead layer (3), which comprises the following steps:
a1, vertically arranging a plurality of support piers (4) on the slope (2);
a2, horizontally paving a glass fiber reinforced plastic grating (5) on the top of a support pier (4), supporting the bottom of the glass fiber reinforced plastic grating (5) through the support pier (4), cutting the shape and the size of the glass fiber reinforced plastic grating (5) to be consistent with the ground of a washroom, and forming an empty layer (3) between the glass fiber reinforced plastic grating (5) and a slope (2);
s3, paving floor tiles: the plastic floor tile pad (6) is uniformly laid on the upper portion of the glass fiber reinforced plastic grating (5), then the floor tiles are inlaid on the plastic floor tile pad (6), the size and the shape of the plastic floor tile pad (6) are matched with those of the floor tiles, gaps are reserved on the peripheral edges of the plastic floor tile pad (6) and the floor tiles during laying, therefore, accumulated water on the floor of the washroom can rapidly permeate into the caisson through the gaps on the periphery of each floor tile and can be discharged through the slope in time, and the purpose of keeping the floor of the washroom dry is achieved.
3. The construction method of a lavatory caisson structure of claim 2, wherein: the filling material in S1 is cement foam agent waterproof agent concrete, and the slope of the formed slope (2) is 2-15%.
4. The construction method of a lavatory caisson structure of claim 2, wherein: the specific method for arranging the water drainage pipeline (1) in the S1 is as follows: the lower side of the slope (2) is horizontally provided with the drainage pipeline (1), the drainage pipeline (1) is communicated with a main drainage and sewage discharge vertical pipe (7) in a toilet, or the drainage pipeline (1) discharges water independently, and a water inlet of the drainage pipeline (1) is over against the lowest point of the slope (2), so that accumulated water on the slope (2) can flow into the drainage pipeline (1) conveniently.
5. The construction method of a lavatory caisson structure of claim 2, wherein: the supporting piers (4) in the S2 are arranged according to a matrix, and the glass fiber reinforced plastic grating (5) is formed by integral molding or mutual assembly of a plurality of small-sized gratings.
6. The construction method of a lavatory caisson structure of claim 2, wherein: the floor tiles are rectangular tiles, and the width of gaps between every two adjacent floor tiles is 0.5-2 mm.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711036076.XA CN107762097B (en) | 2017-10-28 | 2017-10-28 | Toilet caisson structure and construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711036076.XA CN107762097B (en) | 2017-10-28 | 2017-10-28 | Toilet caisson structure and construction method |
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| CN107762097A CN107762097A (en) | 2018-03-06 |
| CN107762097B true CN107762097B (en) | 2020-04-03 |
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| CN201711036076.XA Active CN107762097B (en) | 2017-10-28 | 2017-10-28 | Toilet caisson structure and construction method |
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Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109734383A (en) * | 2019-03-18 | 2019-05-10 | 中交一公局集团有限公司 | The mix and preparation method thereof that raw material, the caisson of caisson backfill backfill |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3913928A (en) * | 1973-05-09 | 1975-10-21 | Seiichi Yamaguchi | Resilient joint |
| CN102767218A (en) * | 2012-08-10 | 2012-11-07 | 卫青富 | Frame for bathroom caisson, bathroom caisson and construction method |
| CN203160343U (en) * | 2013-02-28 | 2013-08-28 | 亲和源股份有限公司 | Accumulated water preventing bathroom |
| CN103556841A (en) * | 2013-11-21 | 2014-02-05 | 重庆工程职业技术学院 | Hollow type underlying structure of residence toilet |
| CN203701217U (en) * | 2014-02-28 | 2014-07-09 | 叶树生 | Secondary drainage leak-proof structure of bathroom |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201202249Y (en) * | 2008-05-21 | 2009-03-04 | 李玥竹 | Carpet type antiskid floor |
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2017
- 2017-10-28 CN CN201711036076.XA patent/CN107762097B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3913928A (en) * | 1973-05-09 | 1975-10-21 | Seiichi Yamaguchi | Resilient joint |
| CN102767218A (en) * | 2012-08-10 | 2012-11-07 | 卫青富 | Frame for bathroom caisson, bathroom caisson and construction method |
| CN203160343U (en) * | 2013-02-28 | 2013-08-28 | 亲和源股份有限公司 | Accumulated water preventing bathroom |
| CN103556841A (en) * | 2013-11-21 | 2014-02-05 | 重庆工程职业技术学院 | Hollow type underlying structure of residence toilet |
| CN203701217U (en) * | 2014-02-28 | 2014-07-09 | 叶树生 | Secondary drainage leak-proof structure of bathroom |
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| CN107762097A (en) | 2018-03-06 |
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