CN112609778A - Construction method for tertiary drainage - Google Patents
Construction method for tertiary drainage Download PDFInfo
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- CN112609778A CN112609778A CN202011334094.8A CN202011334094A CN112609778A CN 112609778 A CN112609778 A CN 112609778A CN 202011334094 A CN202011334094 A CN 202011334094A CN 112609778 A CN112609778 A CN 112609778A
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- drainage
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- 238000010276 construction Methods 0.000 title claims abstract description 26
- 239000004575 stone Substances 0.000 claims abstract description 37
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 25
- 239000000919 ceramic Substances 0.000 claims abstract description 11
- 238000002474 experimental method Methods 0.000 claims abstract description 11
- 238000004140 cleaning Methods 0.000 claims abstract description 4
- 239000010410 layer Substances 0.000 claims description 61
- 239000011241 protective layer Substances 0.000 claims description 10
- 239000000463 material Substances 0.000 claims description 4
- 239000003973 paint Substances 0.000 claims description 4
- 239000010865 sewage Substances 0.000 claims description 4
- 230000000694 effects Effects 0.000 abstract description 9
- 239000011248 coating agent Substances 0.000 description 13
- 238000000576 coating method Methods 0.000 description 13
- 239000011247 coating layer Substances 0.000 description 6
- 238000000034 method Methods 0.000 description 6
- 230000001680 brushing effect Effects 0.000 description 5
- 238000005034 decoration Methods 0.000 description 5
- 238000005406 washing Methods 0.000 description 3
- 230000032683 aging Effects 0.000 description 2
- 230000003111 delayed effect Effects 0.000 description 2
- 239000012466 permeate Substances 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000002035 prolonged effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
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Classifications
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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
- E03C1/122—Pipe-line systems for waste water in building
- E03C1/1222—Arrangements of devices in domestic waste water pipe-line systems
-
- 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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- Engineering & Computer Science (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Revetment (AREA)
Abstract
The application relates to a construction method for tertiary drainage, which comprises the following steps: s1: firstly, cleaning and repairing a base floor and carrying out a water-closing experiment; s2: paving a slope on the ground of the repaired base layer; s3: arranging a drainage pipe system on a slope; s4: carrying out ceramsite backfilling on the slope; s5: a fine stone concrete layer is poured on the upper layer of the ceramsite; s6: paving water retaining ceramic tile strips in a dry-wet area on the fine stone concrete layer, and dividing two sides of the water retaining ceramic tile strips into a dry area and a wet area; s7: and paving a decorative tile layer on the fine stone concrete layer. This application has the effect that improves bathroom drainage efficiency.
Description
Technical Field
The application relates to the technical field of drainage structure construction methods, in particular to a construction method for tertiary drainage.
Background
With the improvement of living standard, people pay more and more attention to indoor decoration and decoration, and pay more and more attention to a drainage system in a house, especially the drainage decoration of a toilet, if the drainage decoration is not done once, the daily life of residents can be seriously influenced by reworking treatment.
The bathroom is the water room that the pipeline was concentrated to pass through on the floor, collects in the work progress waterproof, civil engineering, pipeline etc. and the repeated alternately construction of multichannel process again, has to exist not strictly according to the operation specification in the work progress, unreasonable organization construction procedure, and the process is influenced each other from top to bottom, can lead to quality defect certainly, causes the bathroom seepage. The traditional method for draining water in a toilet is to fill the structural layer with lightweight fillers such as slag cement after water is prevented.
In view of the above-mentioned related art, the inventor believes that there is a large amount of water accumulated in the loose lightweight packing, and the accumulated water easily permeates the ground and easily permeates the lower dwelling due to no place for drainage.
Disclosure of Invention
In order to improve the efficiency of toilet drainage, the application provides a construction method for three-time drainage.
The construction method for three-time drainage provided by the application adopts the following technical scheme:
a construction method for tertiary drainage comprises the following steps:
s1: firstly, cleaning and repairing a base floor and carrying out a water-closing experiment;
s2: paving a slope on the ground of the repaired base layer;
s3: arranging a drainage pipe system on a slope;
s4: carrying out ceramsite backfilling on the slope;
s5: a fine stone concrete layer is poured on the upper layer of the ceramsite;
s6: paving water retaining ceramic tile strips in a dry-wet area on the fine stone concrete layer, and dividing two sides of the water retaining ceramic tile strips into a dry area and a wet area;
s7: and paving a decorative tile layer on the fine stone concrete layer.
By adopting the technical scheme, the water closing test is carried out after the base floor is cleaned and repaired, so that the base floor is ensured not to leak water easily; a drainage pipe system is arranged on the slope and backfilled by ceramsite, so that secondary drainage can be conveniently carried out on the toilet; the fine stone concrete layer and the decorative tile layer are laid, so that the floor of the toilet is smoother and more attractive; divide into the bathroom region through dry wet district manger plate ceramic tile strip and do the district with wet, be convenient for carry out different drainage settings to different regions to the drainage efficiency of bathroom has been improved.
Alternatively, in S2, the slope height is 100 mm.
Through adopting above-mentioned technical scheme, set up the height on slope into 100mm, be convenient for utilize the slope of slope to make rivers concentrate to stay downwards to discharge through drainage pipe system, thereby reduce ponding and store up on the slope, and then reduce the bathroom and make up tide.
Optionally, in S2, the waterproof paint is brushed twice on the slope, and a second water-blocking experiment is performed.
By adopting the technical scheme, the slope is coated with the layer of waterproof coating firstly, and after the first layer of waterproof coating is slightly dried (generally at an interval of 1-2 hours), the second layer of waterproof coating is coated, so that the waterproof effect of the slope is improved, a water closing test is carried out on the slope, and the waterproof effect of the slope is ensured.
Optionally, after the second water-closing experiment, a first waterproof protective layer is laid on the slope.
By adopting the technical scheme, the once waterproof protective layer is laid on the slope, the aging of the waterproof coating layer can be delayed, the service life of the waterproof coating layer is prolonged, meanwhile, the waterproof coating layer can be prevented from being damaged by next construction procedures, and the waterproof effect is further ensured.
Optionally, in S3, the drainage pipe system includes a horizontally arranged main drainage pipe, and the main drainage pipe is communicated with a vertically arranged floor drain pipe for connecting a floor drain, a toilet drainage pipe for connecting a toilet, and a wash basin drainage pipe for connecting a wash basin; the main sewage discharge pipe is also communicated with a secondary drain pipe, and one end of the secondary drain pipe, which is far away from the main sewage discharge pipe, is positioned on the top surface of the bottom end of the slope.
By adopting the technical scheme, the arrangement of the closestool drain pipe, the wash basin drain pipe and the floor drain pipe is convenient for draining water flowing down from the closestool, the wash basin and the toilet floor drain in the toilet through the main drain pipe; meanwhile, the secondary drainage pipe can discharge accumulated water permeating into the slope into the main drainage pipe, so that the drainage efficiency is improved, and accumulated water is reduced and accumulated on the slope.
Optionally, in S5, after the fine stone concrete layer is laid, the upper surface of the fine stone concrete layer is coated with the waterproof paint twice.
By adopting the technical scheme, the waterproof coating is firstly coated on the fine stone concrete layer, and after the first layer of waterproof coating is slightly dried (generally at an interval of 1-2 hours), the second layer of waterproof coating is coated, so that the waterproof effect of the fine stone concrete layer is improved.
Alternatively, in S6, three water shut-off experiments were performed for the dry and wet zones, respectively.
Through adopting above-mentioned technical scheme, carry out the water test that closes thrice respectively to dry district and wet district to ensure the water-proof effects in dry district and wet district.
Optionally, in S6, a threshold stone is laid on the dry area.
Through adopting above-mentioned technical scheme, lay the threshold stone material between bathroom dry area and external space for bathroom and external space separation, the outside outflow of rivers in the effectual prevention bathroom has space aesthetic property simultaneously concurrently.
Optionally, in S6, a secondary waterproof protective layer is laid on both the dry area and the wet area.
By adopting the technical scheme, the secondary waterproof protective layer is laid on the dry area and the wet area, so that the aging of the waterproof coating layer can be delayed, the service life of the waterproof coating layer is prolonged, the waterproof coating layer can be prevented from being damaged by the next construction procedure, and the waterproof effect on the surfaces of the dry area and the wet area is further ensured.
The utility model provides a structure of cubic drainage, from supreme basic unit ground, slope, waterproof layer, drainage pipe system, fine stone concrete layer, secondary waterproof layer and the decoration ceramic tile layer of including in proper order down, backfill between waterproof layer and the fine stone concrete layer has the haydite, are equipped with wet area manger plate ceramic tile strip futilely on the fine stone concrete layer, and dry area upper berth is equipped with the threshold stone material.
Through adopting above-mentioned technical scheme, ensure that the inside ponding of bathroom can be smooth and quick discharge to the condition that the water infiltration of effectual reduction bathroom reaches lower floor resident family takes place.
In summary, the construction method has the beneficial technical effects that the construction method comprises at least one of the following three-time drainage:
1. a drainage pipe system is arranged on the slope and backfilled by ceramsite, so that secondary drainage can be conveniently carried out on the toilet;
2. the fine stone concrete layer and the decorative tile layer are laid, so that the floor of the toilet is smoother and more attractive;
3. divide into the bathroom region through dry wet district manger plate ceramic tile strip and do the district with wet, be convenient for carry out different drainage settings to different regions to the drainage efficiency of bathroom has been improved.
Drawings
Fig. 1 is a schematic structural diagram of the present application.
Description of reference numerals: 1. a base floor; 2. a slope; 3. a primary waterproof protective layer; 4. a drain pipe system; 41. a main drain pipe; 42. a floor drain pipe; 43. a toilet drain pipe; 44. a water drainage pipe of the hand washing sink; 45. a secondary water drainage pipe; 5. ceramsite; 6. a fine stone concrete layer; 7. a secondary waterproof protective layer; 8. decorating a tile layer; 9. water retaining ceramic tile strips in the dry and wet area; 10. threshold stone material.
Detailed Description
The present application is described in further detail below with reference to the attached drawings.
Referring to fig. 1, the embodiment of the application discloses a construction method for tertiary drainage, which includes the following steps: firstly, cleaning and repairing a base floor 1 and carrying out a water-closing experiment for one time; paving a slope 2 on the repaired base layer ground 1, wherein the height of the slope 2 is 100mm, firstly brushing a layer of waterproof coating, after the first layer of waterproof coating is slightly dried (generally at an interval of 1-2 hours), brushing a second layer of waterproof coating, and after brushing the second layer of waterproof coating for 24 hours, carrying out a secondary water-closing experiment; after the secondary water-closing test, a primary waterproof protective layer 3 is laid on the slope 2; arranging a drainage pipe system 4 on the slope 2, and backfilling ceramsite 5 on the slope 2; pouring a fine stone concrete layer 6 with the thickness of 80mm on the ceramsite 5, firstly brushing a layer of waterproof coating on the fine stone concrete layer 6, and after the first layer of waterproof coating is slightly dried and solidified (generally at an interval of 1-2 hours), brushing a second layer of waterproof coating; paving a dry-wet area water-retaining tile strip 9 on the fine stone concrete layer 6, and dividing two sides of the water-retaining tile strip into a dry area and a wet area; carrying out three water-closing experiments on the dry area and the wet area respectively; after the third water-closing test, secondary waterproof protective layers 7 are paved on the dry area and the wet area, finally decorative tile layers 8 are paved on the dry area and the wet area, and doorsill stones 10 are paved on the dry area and used for blocking the toilet from the outside area.
Referring to fig. 1, the drainage pipe system 4 comprises a horizontally arranged main drainage pipe 41, and a floor drain drainage pipe 42 for connecting a dry area floor drain and a wet area floor drain, a toilet drainage pipe 43 for connecting a toilet and a hand washing basin drainage pipe 44 for connecting a hand washing basin are communicated with the main drainage pipe 41; the floor drain pipe 42, the toilet drain pipe 43 and the wash basin drain pipe 44 are all vertically arranged, the main drain pipe 41 is also communicated with a secondary drain pipe 45, and one end of the secondary drain pipe 45, which is far away from the main drain pipe 41, is positioned on the top surface of the bottom end of the slope 2.
The implementation principle of the construction method for three-time drainage in the embodiment of the application is as follows: laying a slope 2 on a base layer ground 1, performing waterproof treatment on the slope 2, laying a drainage pipe system 4 on the slope 2, backfilling ceramsite 5 on the slope 2, pouring a fine stone concrete layer 6 on the ceramsite 5, performing waterproof treatment on the fine stone concrete layer 6, and finally laying a decorative tile layer 8 on the fine stone concrete layer 6; the construction method has the advantages of simple operation, good drainage effect and low cost.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (10)
1. A construction method for three-time drainage is characterized by comprising the following steps:
s1: firstly, cleaning and repairing a base floor (1) and carrying out a water-closing experiment for one time;
s2: paving a slope (2) on the repaired base layer ground (1);
s3: arranging a drainage pipe system (4) on the slope (2);
s4: backfilling ceramsite (5) on the slope (2);
s5: a fine stone concrete layer (6) is poured on the upper layer of the ceramsite (5);
s6: paving a dry-wet area water retaining tile strip (9) on the fine stone concrete layer (6), and dividing two sides of the water retaining tile strip into a dry area and a wet area;
s7: and a decorative tile layer (8) is laid on the fine stone concrete layer (6).
2. The construction method of tertiary drainage according to claim 1, characterized in that: in S2, the height of the slope (2) is 100 mm.
3. The construction method of tertiary drainage according to claim 1, characterized in that: in S2, the slope (2) was coated with the waterproof paint twice, and a second water-blocking test was performed.
4. The construction method of tertiary drainage according to claim 3, characterized in that: and after the secondary water closing experiment, a primary waterproof protective layer (3) is laid on the slope (2).
5. The construction method of tertiary drainage according to claim 1, characterized in that: s3, the drainage pipe system (4) comprises a main drainage pipe (41) which is horizontally arranged, and a vertically arranged floor drain pipe (42) which is used for connecting a floor drain, a closestool drainage pipe (43) which is used for connecting a closestool and a wash basin drainage pipe (44) which is used for connecting a wash basin are communicated with the main drainage pipe (41); the main sewage discharge pipe (41) is also communicated with a secondary drain pipe (45), and one end, far away from the main sewage discharge pipe (41), of the secondary drain pipe (45) is located on the top surface of the bottom end of the slope (2).
6. The construction method of tertiary drainage according to claim 1, characterized in that: in S5, after the fine stone concrete layer (6) is laid, the upper surface of the fine stone concrete layer (6) is brushed and coated with the waterproof paint twice.
7. The construction method of tertiary drainage according to claim 1, characterized in that: in S6, three water shut-off experiments were performed for the dry and wet zones, respectively.
8. The construction method of tertiary drainage according to claim 1, characterized in that: in S6, threshold stones (10) are laid on the dry area.
9. The construction method of tertiary drainage according to claim 1, characterized in that: and in S6, secondary waterproof protective layers (7) are laid on the dry area and the wet area.
10. A structure of cubic drainage is characterized in that: follow supreme basic unit ground (1), slope (2), primary waterproof layer (3), drainage pipe system (4), fine stone concrete layer (6), secondary waterproof layer (7) and decorating ceramic tile layer (8) of including in proper order down, it has haydite (5) to backfill between primary waterproof layer (3) and fine stone concrete layer (6), is equipped with wet district's manger plate ceramic tile strip (9) on fine stone concrete layer (6), and dry district's upper berth is equipped with threshold stone material (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011334094.8A CN112609778A (en) | 2020-11-24 | 2020-11-24 | Construction method for tertiary drainage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011334094.8A CN112609778A (en) | 2020-11-24 | 2020-11-24 | Construction method for tertiary drainage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112609778A true CN112609778A (en) | 2021-04-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011334094.8A Pending CN112609778A (en) | 2020-11-24 | 2020-11-24 | Construction method for tertiary drainage |
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| Country | Link |
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| CN (1) | CN112609778A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115287971A (en) * | 2022-08-02 | 2022-11-04 | 东莞墨林小寨农业有限公司 | System for outdoor squirrel parent-child game and manufacturing method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005113582A (en) * | 2003-10-09 | 2005-04-28 | Sekisui Chem Co Ltd | Indoor drainage system |
| US20140352798A1 (en) * | 2013-06-04 | 2014-12-04 | Ips Corporation | Plumbing outlet box |
| CN210369162U (en) * | 2019-06-11 | 2020-04-21 | 深圳市建艺装饰集团股份有限公司 | Same-floor waterproof drainage structure for toilet |
| CN111335414A (en) * | 2020-03-03 | 2020-06-26 | 五冶集团上海有限公司 | Drainage construction method for same-layer drainage pre-buried water collector |
| CN211447926U (en) * | 2019-11-12 | 2020-09-08 | 武汉妙物建筑装饰设计工程有限公司 | Lavatory with better waterproof and drainage effect |
| CN211899440U (en) * | 2020-01-14 | 2020-11-10 | 深圳市鼎信装饰有限公司 | Secondary drainage waterproof structure of sink tank in toilet |
-
2020
- 2020-11-24 CN CN202011334094.8A patent/CN112609778A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005113582A (en) * | 2003-10-09 | 2005-04-28 | Sekisui Chem Co Ltd | Indoor drainage system |
| US20140352798A1 (en) * | 2013-06-04 | 2014-12-04 | Ips Corporation | Plumbing outlet box |
| CN210369162U (en) * | 2019-06-11 | 2020-04-21 | 深圳市建艺装饰集团股份有限公司 | Same-floor waterproof drainage structure for toilet |
| CN211447926U (en) * | 2019-11-12 | 2020-09-08 | 武汉妙物建筑装饰设计工程有限公司 | Lavatory with better waterproof and drainage effect |
| CN211899440U (en) * | 2020-01-14 | 2020-11-10 | 深圳市鼎信装饰有限公司 | Secondary drainage waterproof structure of sink tank in toilet |
| CN111335414A (en) * | 2020-03-03 | 2020-06-26 | 五冶集团上海有限公司 | Drainage construction method for same-layer drainage pre-buried water collector |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115287971A (en) * | 2022-08-02 | 2022-11-04 | 东莞墨林小寨农业有限公司 | System for outdoor squirrel parent-child game and manufacturing method thereof |
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Application publication date: 20210406 |
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