CN109750755A - A kind of wet area ground basin type impervious barrier and the impervious technique of benzvalene form - Google Patents
A kind of wet area ground basin type impervious barrier and the impervious technique of benzvalene form Download PDFInfo
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- CN109750755A CN109750755A CN201711055074.5A CN201711055074A CN109750755A CN 109750755 A CN109750755 A CN 109750755A CN 201711055074 A CN201711055074 A CN 201711055074A CN 109750755 A CN109750755 A CN 109750755A
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Abstract
The present invention relates to a kind of decoration technology, especially a kind of wet area ground basin type impervious barrier and the impervious technique of benzvalene form.Benzvalene form impervious barrier is fiberglass reinforced plastics impervious barrier, continuously covers wet area ground and the bottom-up at least 150mm height of metope.The impervious technique of benzvalene form is specifically includes the following steps: step 1: whole dust cleaning；Step 2: whole crude repairing is levelling；Step 3: after dry, whole brushing interface modifier；Step 4: after dry, whole coated glass fibre reinforced plastics impervious barrier；Step 5: after dry, benzvalene form impervious barrier is formed at wet area ground and metope lower part.The present invention passes through in wet area ground and the whole continuous construction of metope 150mm height progress from bottom to top, form benzvalene form anti-leakage layer, prevented ground and wall separately construct caused by shell phenomenon, the drainage for avoiding wall, ground engaging portion from generating, and fiberglass reinforced plastics impervious barrier acid-alkali-corrosive-resisting, antiseep effect is good, and long-time service is not allowed to be also easy to produce leakage phenomenon.
Description
Technical field
The present invention relates to a kind of house decoration technique, especially a kind of wet area ground basin type impervious barrier and the impervious work of benzvalene form
Skill.
Background technique
In renovation process process, the wet area ground of the easy ponding such as toilet, kitchen will usually be done at waterproof
Reason, there are two types of ways for traditional water-proofing treatment.Method 1 is smeared with waterproofing agent: first use waterproofing agent water mixing cement mortar, in kitchen or
Person's accomodation ground brushes one times basal layer.It is grey after parching, then with waterproofing agent water mixing mud element, brush one layer again on basal layer.This
Sample can block the aperture of basal layer, and can brush the weakness zones such as root of pipeline.Method 2 is passed through with waterproof coiled material material
Heating paving is attached, it may be assumed that on the ground by coiled material, heats coiled material with spray gun, binds the gap between coiled material and coiled material, is formed
Whole waterproof layer.
Due to being performed separately using metope and ground in above-mentioned waterproofing work.Therefore, 1. walls and ground are had the disadvantage that
The junction in face is likely to become the dead point of water-proofing treatment.Its reason is: firstly, in conjunction with angle dust do not allow usually it is easy to handle
Completely, the effect of water-proofing treatment is influenced.Secondly, since junction disconnects, waterproof layer is easy and basal layer after the completion of water-proofing treatment
Shelling, water are permeated from engaging portion along toilet wall upward or downward, cause wall damp and mouldy；Or, causing ceiling downstairs
Infiltration.Third, waterproofing agent not acid-alkali-corrosive-resisting, is easy to produce leakage after long-time service.2. the coiled material in method 2 is more fragile,
The stone that surface is easy to be backfilled staves, and leads to leak, and the interface of waterproof coiled material material is relatively more, and processing is bad, will shape
At leakage hidden trouble；Moreover, not allowing in root of pipeline or corner etc. easy to handle.In conclusion two kinds of traditional construction methods, hold
It is also easy to produce leakage hidden trouble, can not be accomplished completely waterproof.
Summary of the invention
Against the above deficiency, the present invention a kind of wet area is provided basin type impervious barrier and the impervious technique of benzvalene form, for health
Between and the kitchen area Deng Shi ground and metope lower part, form benzvalene form entirety anti-leakage layer, ne-leakage phenomenon generates.
The technical solution of the present invention is as follows:
A kind of wet area ground basin type impervious barrier, which is characterized in that the benzvalene form impervious barrier is fiberglass reinforced plastics impervious barrier,
The benzvalene form impervious barrier continuously covers wet area ground and the bottom-up at least 150mm height of metope.
Wall, the ground knuckle radius of the benzvalene form impervious barrier are 10mm-100mm.
The benzvalene form impervious barrier thickness is at least 3mm.
A kind of wet area ground impervious technique of basin type, it is characterised in that: wet area ground and the bottom-up at least 150mm high of metope
Degree, it is whole to carry out impervious construction, specifically includes the following steps:
Step 1: whole dust cleaning；
Step 2: whole crude repairing is levelling；
Step 3: after dry, whole brushing interface modifier；
Step 4: after dry, whole coated glass fibre reinforced plastics impervious barrier；
Step 5: after dry, benzvalene form impervious barrier is formed at wet area ground and metope lower part.
The fiberglass reinforced plastics impervious barrier is that a cloth three applies or two cloth three apply.
The painting of one cloth three refers to: from the bottom to top, being followed successively by the glass fibre of " back cover glue-glass cloth-intermediate rubber-face glue "
Reinforced plastics impervious barrier structure.
The fiberglass reinforced plastics impervious barrier construction technology that one cloth three applies are as follows:
Step 1: by cement group water-proofing material plus water electric stirring ten minutes；
Step 2: the cement group water-proofing material that will be stirred evenly uniformly is brushed on wet area ground and metope, immediately layer overlay
Non-woven fabrics；
Step 3: after dry, then brushing one layer of anti-waterproof material of cement base；
Step 4: after dry, the anti-waterproof material of brush the last layer cement base is completed after dry.
The painting of two cloth three refers to: from the bottom to top, being followed successively by " back cover glue-glass cloth-intermediate rubber-glass cloth-face glue "
Fiberglass reinforced plastics impervious barrier structure.
The painting of two cloth three refers to: from the bottom to top, being followed successively by " back cover glue-glass cloth-intermediate rubber-glass cloth-face glue "
Fiberglass reinforced plastics impervious barrier structure.
The fiberglass reinforced plastics impervious barrier construction technology that two cloth three applies are as follows:
Step 1: by cement group water-proofing material plus water electric stirring ten minutes；
Step 2: the cement group water-proofing material that will be stirred evenly uniformly is brushed on wet area ground and metope, immediately layer overlay
Non-woven fabrics；
Step 3: after dry, then brushing one layer of anti-waterproof material of cement base, spread second layer non-woven fabrics immediately；
Step 4: after dry, the anti-waterproof material of brush the last layer cement base is completed after dry.
It is described without anti-cloth be six mesh non-woven fabrics.
Wet area of the invention ground basin type impervious barrier and the impervious technique of benzvalene form, using fiberglass reinforced plastics impervious barrier
Construction technology, by the coating on wet area ground and metope from bottom to top, height at least 150mm carries out whole continuous construction,
Form benzvalene form anti-leakage layer.Prevented ground and wall separately construct caused by shell phenomenon, avoid wall and ground engaging portion
The drainage of generation, and glass fiber reinforcement impervious barrier acid-alkali-corrosive-resisting, antiseep effect is good, and long-time service is not allowed to be also easy to produce
Leakage phenomenon.
Detailed description of the invention
Fig. 1 is the present invention wet area ground basin type impervious barrier perspective view；
Fig. 2 is the present invention wet area ground basin type impervious barrier sectional view.
Claims (10)
1. a kind of wet area ground basin type impervious barrier, which is characterized in that the benzvalene form impervious barrier is fiberglass reinforced plastics antiseepage
Layer (11), the benzvalene form impervious barrier continuously cover wet area ground (10) and the bottom-up at least 150mm height of metope (20).
2. wet area according to claim 1 ground basin type impervious barrier, which is characterized in that the wall of the benzvalene form impervious barrier,
Face (20,10) knuckle radius is 10mm-100mm.
3. wet area according to claim 1 ground basin type impervious barrier, which is characterized in that the benzvalene form impervious barrier thickness is at least
For 3mm.
4. a kind of wet area ground impervious technique of basin type, which is characterized in that wet area ground (10) and metope (20) are bottom-up at least
150mm height, it is whole to carry out impervious construction, specifically includes the following steps:
Step 1: whole dust cleaning；
Step 2: whole crude repairing is levelling；
Step 3: after dry, whole brushing interface modifier；
Step 4: after dry, whole coated glass fibre reinforced plastics impervious barrier (11)；
Step 5: after dry, benzvalene form impervious barrier is formed at wet area ground (10) and metope (20) lower part.
5. the wet area according to claim 4 ground impervious technique of basin type, which is characterized in that the fiberglass reinforced plastics
Impervious barrier (11) is that a cloth three applies or two cloth three apply.
6. the wet area according to claim 5 ground impervious technique of basin type, which is characterized in that the painting of a cloth three refers to: by
Under it is supreme, successively are as follows: back cover glue-glass cloth-intermediate rubber-face glue.
7. the wet area according to claim 6 ground impervious technique of basin type, which is characterized in that the glass fibers that a cloth three applies
Tie up reinforced plastics impervious barrier (11) construction technology are as follows:
Step 1: by cement group water-proofing material plus water electric stirring ten minutes；
Step 2: the waterproof material stirred evenly is uniformly brushed in wet area ground (10) and metope (20), immediately layer overlay without
Woven fabric；
Step 3: after dry, then brushing one layer of waterproof material；
Step 4: after dry, brush the last layer waterproof material is completed after dry.
8. the wet area according to claim 5 ground impervious technique of basin type, which is characterized in that the painting of two cloth three refers to: by
Under it is supreme, successively are as follows: back cover glue-glass cloth-intermediate rubber-glass cloth-face glue.
9. the wet area according to claim 8 ground impervious technique of basin type, which is characterized in that the glass fibers that two cloth three applies
Tie up reinforced plastics impervious barrier (11) construction technology are as follows:
Step 1: by cement group water-proofing material plus water electric stirring ten minutes；
Step 2: the waterproof material stirred evenly is uniformly brushed in wet area ground (10) and metope (20), immediately layer overlay without
Woven fabric；
Step 3: after dry, then brushing one layer of waterproof material, spread second layer non-woven fabrics immediately；
Step 4: after dry, brush the last layer waterproof material is completed after dry.
10. the ground of the wet area according to the claim 7 or 9 impervious technique of basin type, which is characterized in that described without anti-cloth is six mesh
Non-woven fabrics.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711055074.5A CN109750755A (en) | 2017-11-01 | 2017-11-01 | A kind of wet area ground basin type impervious barrier and the impervious technique of benzvalene form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711055074.5A CN109750755A (en) | 2017-11-01 | 2017-11-01 | A kind of wet area ground basin type impervious barrier and the impervious technique of benzvalene form |
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| Publication Number | Publication Date |
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| CN109750755A true CN109750755A (en) | 2019-05-14 |
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ID=66398828
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711055074.5A Pending CN109750755A (en) | 2017-11-01 | 2017-11-01 | A kind of wet area ground basin type impervious barrier and the impervious technique of benzvalene form |
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|---|---|---|---|---|
| CN1458354A (en) * | 2003-04-25 | 2003-11-26 | 王丛巍 | Laminated composite water-proof structure with double side self adhesive water-proof coil as base layer and its construction method |
| EP1227188B1 (en) * | 2001-01-30 | 2007-08-08 | Iko Plc | Waterproofing system |
| KR100948355B1 (en) * | 2007-09-13 | 2010-03-22 | 한국석유공업 주식회사 | Structure for insulation and waterproof, sheet for insulation and waterproof, and construction method for insulation and waterproof using the same |
| CN101701474A (en) * | 2009-10-28 | 2010-05-05 | 何端光 | Method for casting kitchen and washroom with raw material of glass fiber reinforced plastic to prevent kitchen and washroom from leaking |
| CN103147516A (en) * | 2011-12-06 | 2013-06-12 | 刘晶 | Toilet waterproof method |
| CN204875064U (en) * | 2015-08-07 | 2015-12-16 | 湖南美迪建筑装饰设计工程有限公司 | Prevention of seepage wall body corner of preventing ftractureing |
| CN206128317U (en) * | 2016-10-31 | 2017-04-26 | 上海德洋建筑装潢有限公司 | A leak protection structure that is used for wall and ground joint portion |
| CN206205161U (en) * | 2016-11-07 | 2017-05-31 | 诸暨市鼎晟防水科技有限公司 | A kind of integral type waterproof construction |
-
2017
- 2017-11-01 CN CN201711055074.5A patent/CN109750755A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1227188B1 (en) * | 2001-01-30 | 2007-08-08 | Iko Plc | Waterproofing system |
| CN1458354A (en) * | 2003-04-25 | 2003-11-26 | 王丛巍 | Laminated composite water-proof structure with double side self adhesive water-proof coil as base layer and its construction method |
| KR100948355B1 (en) * | 2007-09-13 | 2010-03-22 | 한국석유공업 주식회사 | Structure for insulation and waterproof, sheet for insulation and waterproof, and construction method for insulation and waterproof using the same |
| CN101701474A (en) * | 2009-10-28 | 2010-05-05 | 何端光 | Method for casting kitchen and washroom with raw material of glass fiber reinforced plastic to prevent kitchen and washroom from leaking |
| CN103147516A (en) * | 2011-12-06 | 2013-06-12 | 刘晶 | Toilet waterproof method |
| CN204875064U (en) * | 2015-08-07 | 2015-12-16 | 湖南美迪建筑装饰设计工程有限公司 | Prevention of seepage wall body corner of preventing ftractureing |
| CN206128317U (en) * | 2016-10-31 | 2017-04-26 | 上海德洋建筑装潢有限公司 | A leak protection structure that is used for wall and ground joint portion |
| CN206205161U (en) * | 2016-11-07 | 2017-05-31 | 诸暨市鼎晟防水科技有限公司 | A kind of integral type waterproof construction |
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