CN107816138A - A kind of construction technology of subsided rest room - Google Patents
A kind of construction technology of subsided rest room Download PDFInfo
- Publication number
- CN107816138A CN107816138A CN201710988381.2A CN201710988381A CN107816138A CN 107816138 A CN107816138 A CN 107816138A CN 201710988381 A CN201710988381 A CN 201710988381A CN 107816138 A CN107816138 A CN 107816138A
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- China
- Prior art keywords
- rest room
- construction technology
- subsided rest
- room according
- construction
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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
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
-
- 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)
- Architecture (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of construction technology of subsided rest room, comprise the following steps：Base treatment；The processing of bottom cement mortar screeding sloping layer；First of JS waterproof coating layers construction；Build brick wall by laying bricks or stones or precast concrete does aerial cut-off；Pipe installing；Backfilling material backfills；Pour into a mould ground；Pea gravel concreten is levelling；Second JS waterproof coating layers are constructed；Protective layer is constructed.The present invention only has main pipeline to pass through floor, reduces seepage probability, and the position of branch drain mouth then can arbitrarily be arranged as needed, because drainage management is in layer is backfilled, therefore it is smaller in noise caused by draining Bottomhole pressure；Leakproof, which is set, at pipeline opening is not easy ponding, and secondary drainage mouth is set on pipeline, is easy to draining.
Description
Technical field
The present invention relates to engineering construction technical field, more specifically, it relates to a kind of construction work of subsided rest room
Skill.
Background technology
Toilet is because its function is more, using frequent, is considered as by people " heart " of house.Toilet leak is not only unrestrained
Take the energy, welding, damage equipment, disturb normal life, or even cause neighbourhood's dispute, damage reputation and the consumption of developer
One of the rights and interests of person, the focus that always resident family complains for many years.
Toilet be floor upper and lower conduit road be concentrated through between boiled water room, collection waterproof, civil engineering, pipeline again in work progress
Deng multiple working procedure crossed construction repeatedly, have in work progress in the presence of not in strict accordance with operational procedure, improper organization's construction journey
Sequence, upper and lower process interact, and inevitably result in mass defect, cause seepage in toilet.
Traditional sinking toilet flooring way is after finishing waterproof on structure sheaf, then filled out with lightweights such as blast furnace cements
Material filling.But according to engineering practice, in the maintenance of seepage in toilet, it is frequently found to have gathered in loose light filler largely
Water, because nowhere flowing, so that most slight waterproof defect can all cause seepage.
If subsided rest room waterproof is done well, sinking body will become sewage plash, when seepage occurs, it is necessary to excavate
Backfill layer is overhauled, and overhauls pretty troublesome, therefore, the waterproofing design of subsided rest room and construction are increasingly important.
The content of the invention
In view of the deficienciess of the prior art, it is an object of the invention to provide a kind of construction work of subsided rest room
Skill, it is not easy to ponding, good seepage-proof property.
The present invention above-mentioned technical purpose technical scheme is that：
A kind of construction technology of subsided rest room, it is characterised in that comprise the following steps：
Step 1: base treatment；
Step 2: bottom cement mortar screeding sloping layer is handled；
Step 3: first of JS waterproof coating layers construction；
Step 4: building brick wall by laying bricks or stones or precast concrete does aerial cut-off；
Step 5: Pipe installing；
Step 6: backfilling material backfills；
Step 7: cast ground；
Step 8: pea gravel concreten is levelling to look for slope；
Step 9: second JS waterproof coating layers are constructed；
Step 10: protective layer is constructed.
By using above-mentioned technical proposal, waterproof layer is all set under structure plate face and floor decoration face layer, in backfill
Preceding bottom plate first done with side wall together with waterproof, after backfill, flooring is done with metope again together with waterproof, this road waterproof with it is preceding together with
Waterproof forms complete one, reduces seepage probability.
The present invention is further arranged to, and ground looks for the slope gradient to be maintained at more than 2% in the step 2.
By using above-mentioned technical proposal, ground looks for the slope gradient to be maintained at more than 2%, it is possible to prevente effectively from ponding.
The present invention is further arranged to, and first of JS waterproof coating layers thickness is 0.8-3mm in the step 3.
By using above-mentioned technical proposal, waterproofing layer thickness is moderate, easy to make, and antiseep is strong, has superpower waterproof
Effect.
The present invention is further arranged to, and the backfilling material uses haydite or foamed brick.
By using above-mentioned technical proposal, backfilling material uses haydite or foamed brick, and material lightweight, compression is small, and
Water absorption rate is low.
The present invention is further arranged to, in the step 9 second JS water-repellent paints sequence of construction be first metope after
Face, and using the painting way of scumbling multipass, a upper coating application is complete, after hand is touched and do not glued, continues next time and brushes.
By using above-mentioned technical proposal, a upper coating application is complete, after hand is touched and do not glued, continues next time and brushes, directly
Completed to brushing.
The present invention is further arranged to, and secondary drainage mouth is set up above subsided rest room basic unit.
It is convenient to discharge ponding when seepage occurs by using above-mentioned technical proposal.
The present invention is further arranged to, and the secondary drainage mouth is less than cement mortar screeding sloping layer.
By using above-mentioned technical proposal, conveniently by ponding draining from secondary drainage mouth, avoid causing ponding.
The present invention is further arranged to, and the mouth of pipe of the secondary drainage mouth is wrapped up with stainless steel cloth.
By using above-mentioned technical proposal, stainless steel cloth, which plays, cuts dirty effect, and the mouth of pipe is not easy to be blocked, it is ensured that pipeline
It is unobstructed.
The present invention is further arranged to, and the secondary drainage mouth periphery sets cobble hydrophobic layer.
The present invention is further arranged to, the cobble hydrophobic layer non-woven wraps, and is arranged at secondary drainage mouth periphery
In the range of 200mm.
It is convenient when ponding is discharged from secondary drainage mouth to be evacuated from cobble hydrophobic layer by using above-mentioned technical proposal.
In summary, the invention has the advantages that：
Because drainage management is in layer is backfilled, thus it is smaller in noise caused by draining Bottomhole pressure；Can as needed with
The position, closestool, bathtub etc. of meaning arrangement branch drain mouth can arbitrarily determine position of sound production；Pipe-line maintenance and maintenance can be at oneself
Carry out, do not disturb resident family of lower floor, occur not using neighbour's's maintenance downstairs during seepage, the neighbourhood triggered by leakage maintaining can be reduced
Contradiction；Only main blowdown standpipe passes through floor, reduces seepage probability.
Brief description of the drawings
Fig. 1 is the structural representation of the embodiment of the present invention；
Fig. 2 is tube circumference structural representation of the embodiment of the present invention；
Fig. 3 is the close-up schematic view of A in Fig. 2 of the embodiment of the present invention.
In figure：1st, basic unit；2nd, cement mortar screeding sloping layer；3rd, pipeline；4th, secondary drainage mouth；5th, stainless steel cloth；6、
Cobble hydrophobic layer；7th, leak stopping king；8th, the levelling screed-coat of pea gravel concreten；9th, application of anti-leakage layers；91st, JS waterproof coating layers；92nd, polyester without
Spin layer of cloth.
Embodiment
With reference to the accompanying drawings and examples, the present invention will be described in detail.
A kind of construction technology of subsided rest room, comprises the following steps：
Step 1: basic unit 1 is handled；
Step 2: bottom cement mortar screeding sloping layer 2 is handled；
Step 3: first of JS waterproof coating layers construction；
Step 4: building brick wall by laying bricks or stones or precast concrete does aerial cut-off；
Step 5: pipeline 3 is installed；
Step 6: backfilling material backfills；
Step 7: cast ground；
Step 8: pea gravel concreten is levelling to look for slope；
Step 9: second JS waterproof coating layers are constructed；
Step 10: protective layer is constructed.
Wherein, ground looks for the slope gradient to be maintained at more than 2% in step 2, facilitates draining, it is possible to prevente effectively from ponding.
First of JS waterproof coating layers thickness is 0.8-3mm in step 3, and antiseep is strong, and there is superpower waterproof to make
With.
Backfilling material is backfilled using haydite or foamed brick in step 6, and material lightweight, compression is small, and water absorption rate is low.
Second JS water-repellent paints sequence of construction is ground after first metope in step 9, and using the brushing of scumbling multipass
Mode, a upper coating application is complete, after hand is touched and do not glued, continues next all over brushing.
Such as Fig. 1, secondary drainage mouth 4 is set up above subsided rest room basic unit, secondary drainage mouth 4 is looked for less than cement mortar
Flat sloping layer 2, wrapped up in the mouth of pipe stainless steel cloth 5 of secondary drainage mouth 4, and set cobble to dredge on the periphery of secondary drainage mouth 4
Water layer 6, the non-woven wraps of cobble hydrophobic layer 6, and be arranged in the range of the periphery 200mm of secondary drainage mouth 4.
Such as Fig. 2, look for slope to handle by the way that pea gravel concreten 8 is levelling on the periphery of pipeline 3, and be bonded by leak stopping king 7, on ground
Application of anti-leakage layers 9 is set between pipeline 3.
Such as Fig. 3, application of anti-leakage layers 9 includes JS waterproof coating layers 91, non-woven polyester layer of cloth 92 and the JS water-repellent paints set gradually
Layer 91.
Described above is only the preferred embodiment of the present invention, and protection scope of the present invention is not limited merely to above-mentioned implementation
Example, all technical schemes belonged under thinking of the present invention belong to protection scope of the present invention.It should be pointed out that for the art
Those of ordinary skill for, some improvements and modifications without departing from the principles of the present invention, these improvements and modifications
It should be regarded as protection scope of the present invention.
Claims (10)
1. a kind of construction technology of subsided rest room, it is characterised in that comprise the following steps：
Step 1: basic unit（1）Processing；
Step 2: bottom cement mortar screeding sloping layer（2）Processing；
Step 3: first of JS waterproof coating layers construction；
Step 4: building brick wall by laying bricks or stones or precast concrete does aerial cut-off；
Step 5: pipeline（3）Installation；
Step 6: backfilling material backfills；
Step 7: cast ground；
Step 8: pea gravel concreten is levelling to look for slope；
Step 9: second JS waterproof coating layers are constructed；
Step 10: protective layer is constructed.
2. the construction technology of subsided rest room according to claim 1, it is characterised in that：Ground is looked in the step 2
The slope gradient should be maintained at more than 2%.
3. the construction technology of subsided rest room according to claim 1, it is characterised in that：First in the step 3
JS waterproof coating layers thickness is 0.8-3mm.
4. the construction technology of subsided rest room according to claim 1, it is characterised in that：The backfilling material is using pottery
Grain or foamed brick.
5. the construction technology of subsided rest room according to claim 1, it is characterised in that：Second in the step 9
JS water-repellent paints sequence of construction is ground after first metope, and using the painting way of scumbling multipass, a upper coating application is complete, treats
Hand touch it is not viscous after, continue next all over brushing.
6. the construction technology of subsided rest room according to claim 1, it is characterised in that：In basic unit（1）Top is set up
Secondary drainage mouth（4）.
7. the construction technology of subsided rest room according to claim 1, it is characterised in that：The secondary drainage mouth（4）
Less than cement mortar screeding sloping layer（2）.
8. the construction technology of subsided rest room according to claim 1, it is characterised in that：The secondary drainage mouth（4）
Mouth of pipe stainless steel cloth（5）Wrapping.
9. the construction technology of subsided rest room according to claim 1, it is characterised in that：The secondary drainage mouth（4）
Periphery sets cobble hydrophobic layer（6）.
10. the construction technology of subsided rest room according to claim 1, it is characterised in that：The cobble hydrophobic layer（6）
With non-woven wraps, and it is arranged at secondary drainage mouth（4）In the range of the 200mm of periphery.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710988381.2A CN107816138A (en) | 2017-10-21 | 2017-10-21 | A kind of construction technology of subsided rest room |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710988381.2A CN107816138A (en) | 2017-10-21 | 2017-10-21 | A kind of construction technology of subsided rest room |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107816138A true CN107816138A (en) | 2018-03-20 |
Family
ID=61608575
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710988381.2A Pending CN107816138A (en) | 2017-10-21 | 2017-10-21 | A kind of construction technology of subsided rest room |
Country Status (1)
| Country | Link |
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| CN (1) | CN107816138A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108532951A (en) * | 2018-04-20 | 2018-09-14 | 宁波大泽天成云空间设计有限公司 | A kind of waterproof technology installed in floor heating shower house |
| CN108643320A (en) * | 2018-05-17 | 2018-10-12 | 圣都家居装饰有限公司 | A kind of sinking toilet construction method |
| CN109811870A (en) * | 2019-03-21 | 2019-05-28 | 四川奥翔圣铭建设工程有限公司 | A kind of segmented combined floor drain double-layer drainage moisture discharge device and construction method |
| CN110624786A (en) * | 2019-09-02 | 2019-12-31 | 合肥高丽今生实业有限公司 | Spraying process for waterproof chassis of system bathroom |
| CN111379397A (en) * | 2018-12-28 | 2020-07-07 | 关雄高 | Decoration process with house water seepage and humidity preventing function |
| CN112392157A (en) * | 2020-12-07 | 2021-02-23 | 南通华荣建设集团有限公司 | Toilet waterproof structure, construction process and protection process thereof |
| CN112922341A (en) * | 2021-01-29 | 2021-06-08 | 临海伟星新型建材有限公司 | Novel construction method for floor-lowering layer toilet |
| 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 |
| CN114941394A (en) * | 2022-06-30 | 2022-08-26 | 苏州阳地钢装配式建筑技术有限公司 | Backfill construction process for assembled public washroom |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09217402A (en) * | 1996-02-13 | 1997-08-19 | Nippon Pitsuto:Kk | Drainage device |
| DE19753570A1 (en) * | 1997-12-03 | 1999-06-17 | Krueger & Schuette Kerapid | System for testing sealing of sealing trough, e.g. arranged under washroom |
| CN206174061U (en) * | 2016-10-31 | 2017-05-17 | 魏士能 | Formula of sinking bathroom waterproof construction |
| CN107090962A (en) * | 2017-06-26 | 2017-08-25 | 王明权 | Assembled toilet ground spacing system |
| CN206545284U (en) * | 2017-02-22 | 2017-10-10 | 东方雨虹民用建材有限责任公司 | A kind of subsided rest room |
-
2017
- 2017-10-21 CN CN201710988381.2A patent/CN107816138A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09217402A (en) * | 1996-02-13 | 1997-08-19 | Nippon Pitsuto:Kk | Drainage device |
| DE19753570A1 (en) * | 1997-12-03 | 1999-06-17 | Krueger & Schuette Kerapid | System for testing sealing of sealing trough, e.g. arranged under washroom |
| CN206174061U (en) * | 2016-10-31 | 2017-05-17 | 魏士能 | Formula of sinking bathroom waterproof construction |
| CN206545284U (en) * | 2017-02-22 | 2017-10-10 | 东方雨虹民用建材有限责任公司 | A kind of subsided rest room |
| CN107090962A (en) * | 2017-06-26 | 2017-08-25 | 王明权 | Assembled toilet ground spacing system |
Non-Patent Citations (1)
| Title |
|---|
| 张挺文: "下沉式卫生间防水设计与施工", 《中国建筑防水》 * |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108532951A (en) * | 2018-04-20 | 2018-09-14 | 宁波大泽天成云空间设计有限公司 | A kind of waterproof technology installed in floor heating shower house |
| CN108643320A (en) * | 2018-05-17 | 2018-10-12 | 圣都家居装饰有限公司 | A kind of sinking toilet construction method |
| CN111379397A (en) * | 2018-12-28 | 2020-07-07 | 关雄高 | Decoration process with house water seepage and humidity preventing function |
| CN109811870A (en) * | 2019-03-21 | 2019-05-28 | 四川奥翔圣铭建设工程有限公司 | A kind of segmented combined floor drain double-layer drainage moisture discharge device and construction method |
| CN110624786A (en) * | 2019-09-02 | 2019-12-31 | 合肥高丽今生实业有限公司 | Spraying process for waterproof chassis of system bathroom |
| CN112392157A (en) * | 2020-12-07 | 2021-02-23 | 南通华荣建设集团有限公司 | Toilet waterproof structure, construction process and protection process thereof |
| CN112922341A (en) * | 2021-01-29 | 2021-06-08 | 临海伟星新型建材有限公司 | Novel construction method for floor-lowering layer toilet |
| 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 |
| CN114941394A (en) * | 2022-06-30 | 2022-08-26 | 苏州阳地钢装配式建筑技术有限公司 | Backfill construction process for assembled public washroom |
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Application publication date: 20180320 |