CN110528710A - Toilet water-impervious construction method - Google Patents
Toilet water-impervious construction method Download PDFInfo
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- CN110528710A CN110528710A CN201910791003.4A CN201910791003A CN110528710A CN 110528710 A CN110528710 A CN 110528710A CN 201910791003 A CN201910791003 A CN 201910791003A CN 110528710 A CN110528710 A CN 110528710A
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
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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
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/20—Resistance against chemical, physical or biological attack
- C04B2111/27—Water resistance, i.e. waterproof or water-repellent materials
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- Civil Engineering (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The present invention relates to building antiseepage water treatment fields to provide a kind of toilet water-impervious construction method, the technical solution is as follows aiming at the problem that stability decline of accomodation ground structure: the following steps are included: S1. clears up base；S2. it is laid with base；S3. it is laid with water impervious layer, comprising: S31. joints cement mortar；S32. it is laid with waterproof coating；S4. it is laid with conservation layer；S5. it is laid with brick body.Cement mortar includes the component of following mass fraction: 100 parts of cement；700-800 parts of fine aggregate；100-120 parts of water；5-9 parts of water-reducing agent；2-4 parts of 1,6 hexanediol diacrylate；3-5 parts of dimethyl sulfoxide.It include cement mortar and waterproof coating by water impervious layer, utilize the preferable water permeability resistance energy of cement mortar, so that the water inside toilet is not easy to penetrate into base, reduce influence of the moisture content to toilet base, so that accomodation ground layer structure is relatively stable, the case where accomodation ground is recessed is reduced.
Description
Technical field
The present invention relates to building antiseepage water treatment fields, more particularly, to a kind of toilet water-impervious construction method.
Background technique
Leakage of building has become the second largest problem that construction quality is influenced in addition to building structure, to building safety and service life
With great influence, toilet leak occupies the overwhelming majority in many waterproof repairments.
Toilet is moisture-proof, and generally use is that floor treatment is carried out before water-proofing treatment, needs to want levelling ground, look for
It is laid with one layer of waterproof coating on leveling, is laid with protective layer followed by waterproof Tu layer, is finally laid with floor tile, still, toilet
It is easy to appear infiltration using long, it, may be soaked more due to the layer structure of accomodation ground if a large amount of moisture persistently penetrates into
Cause the structural strength of the layer structure on ground to decline, causes the stability of accomodation ground structure to decline, and then may cause and defend
Depression in the land surface between life, therefore, there are also improved spaces.
Summary of the invention
In view of the deficiencies of the prior art, the present invention intends to provide a kind of toilet water-impervious construction method,
Have the advantages that accomodation ground structure is relatively stable.
To achieve the above object, the present invention provides the following technical scheme that
A kind of toilet water-impervious construction method, includes the following steps:
S1. base is cleared up；
S2. it is laid with base；
S3. it is laid with water impervious layer, comprising:
S31. joints cement mortar；
S32. it is laid with waterproof coating；
S4. it is laid with conservation layer；
S5. it is laid with brick body；
The cement mortar includes the component of following mass fraction:
100 parts of cement；
700-800 parts of fine aggregate；
100-120 parts of water；
5-9 parts of water-reducing agent；
2-4 parts of 1,6 hexanediol diacrylate；
3-5 parts of dimethyl sulfoxide.
By using above-mentioned technical proposal, includes cement mortar and waterproof coating by water impervious layer, utilize cement mortar
Preferable water permeability resistance energy reduces influence of the moisture content to toilet base so that the water inside toilet is not easy to penetrate into base,
So that accomodation ground layer structure is relatively stable, the case where accomodation ground is recessed is reduced；
By the way that water-reducing agent is added in cement mortar, so that cement dispersion is more uniform, the dosage of moisture is reduced, improves water
The mobility of cement mortar；
By the way that 1,6- hexanediyl ester is added in cement mortar, the water permeability resistance of cement mortar is improved, so that
The water permeability resistance of water impervious layer is preferable, and the moisture in toilet is not easily accessible water impervious layer, so that moisture is not easily accessible base, from
And the structural stability of accomodation ground structure is maintained, keep accomodation ground smooth；
By the way that dimethyl sulfoxide is added in cement mortar, so that the dispersion of 1,6- hexanediyl ester is more uniform,
So that cement mortar is less prone to localized clusters 1,6- hexanediyl ester and the decline for generating impervious effect improve simultaneously
The cohesive force of cement mortar and waterproof coating, so that water impervious layer is relatively stable.
The present invention is further arranged to: the cement mortar further includes the component of following mass fraction:
10-15 parts of polypropylene glycol diglycidyl ether.
By using above-mentioned technical proposal, polypropylene glycol diglycidyl ether is added by cement mortar so that 1,6- oneself
The waterproof effect of omega-diol diacrylate is more preferable, so that the impervious effect of water impervious layer is more preferable, helps to stablize accomodation ground knot
Structure, so that accomodation ground is not easy to be recessed.
The present invention is further arranged to: the cement mortar further includes the component of following mass fraction:
4-6 parts of iron powder.
By using above-mentioned technical proposal, iron powder is added by cement mortar, increases the structural stability of cement mortar, subtracts
Few situation for causing cement mortar unstable since coarse aggregate is not present in cement mortar, so that water impervious layer structure is more steady
It is fixed.
The present invention is further arranged to: the cement mortar further includes the component of following mass fraction:
10-20 parts of glass fibre；
The length of the glass fibre is 1-3mm.
By using above-mentioned technical proposal, glass fibre is added in cement mortar, so that between glass fibre and iron powder
Form aggregate, the reinforcement intensity of cement mortar so that the intensity of water impervious layer increases, while reduce fine aggregate and iron powder it
Between gap, improve water impervious layer structural strength effect.
The present invention is further arranged to: the cement mortar further includes the component of following mass fraction:
2-4 parts of haydite.
Increase the cohesive force of cement mortar, together by the way that haydite is added in cement mortar by using above-mentioned technical proposal
When improve the compression strength of cement mortar and ensure that the water seepage resistant effect of water impervious layer so that water impervious layer is not easy to crack.
The present invention is further arranged to: the cement mortar further includes the component of following mass fraction:
3-5 parts of nano silicon oxide.
By using above-mentioned technical proposal, by the way that nano silicon oxide is added, so that nano silicon oxide limits cement mortar
Flowing improve the stability of water impervious layer so that being unlikely to deform after cement mortar is cooling so that accomodation ground compared with
For stabilization.
The present invention is further arranged to: the cement mortar further includes the component of following mass fraction:
10-20 parts of silicate.
Nano silicon oxide is promoted to be distributed in cement mortar by the way that silicate is added by using above-mentioned technical proposal
It is even, so that nano silicon oxide more preferably limits cement mortar flowing, so that the intensity of cement mortar is improved after cement mortar final set,
So that the stability of water impervious layer is preferable.
The present invention is further arranged to: the cement mortar further includes the component of following mass fraction:
6-8 parts of attapulgite.
By using above-mentioned technical proposal, by the way that attapulgite is added in cement mortar as thixotropic agent, so that increasing
Cement mortar is layed in the mobility in base, when penetrating into attapulgite to cement mortar so that glass fibre and iron powder it
Between form aggregate and be relatively easy to, and then the reinforcement intensity of cement mortar, so that the stability of water impervious layer is preferable.
The present invention is further arranged to: the cement mortar further includes the component of following mass fraction:
0.2-0.4 parts of single thioacetic acid glyceride.
By using above-mentioned technical proposal, by the way that single thioacetic acid glyceride is added in cement mortar, so that enhancing cement
The freezing tolerance of mortar, so that water impervious layer is not easy bursting by freezing.
The present invention is further arranged to: the cement mortar the preparation method is as follows:
A. cement, water and water-reducing agent are mixed to form cement grout；
B. 1,6- hexanediyl ester, dimethyl sulfoxide are added in cement grout, stirs evenly to form pre-composition；
C. fine aggregate is added in pre-composition, stirs evenly to form cement mortar.
By using above-mentioned technical proposal, pass through first blended cement slurries, 1,6- hexanediyl ester and diformazan
Base sulfoxide reduces fine aggregate is added to 1 so that 1,6- hexanediyl ester and dimethyl sulfoxide distribution are more uniform,
The case where 6- hexanediyl ester and dimethyl sulfoxide influence distribution.
In conclusion the invention has the following advantages:
1. including that cement mortar and waterproof coating are made using the preferable water permeability resistance energy of cement mortar by water impervious layer
It obtains the water inside toilet to be not easy to penetrate into base, influence of the moisture content to toilet base is reduced, so that accomodation ground
The case where layer structure is relatively stable, reduces accomodation ground recess；
2. 1,6- hexanediyl ester is added, the water permeability resistance of cement mortar is improved, so that water impervious layer is impervious
Aqueous preferable, the moisture in toilet is not easily accessible water impervious layer, so that moisture is not easily accessible base, to maintain toilet
The structural stability of ground structure keeps accomodation ground smooth；
3. by the way that polypropylene glycol diglycidyl ether is added, so that the waterproof effect of 1,6- hexanediyl ester is more
It is good, so that water impervious layer is impervious more preferable, help to stablize accomodation ground structure, so that accomodation ground is not easy to be recessed.
Detailed description of the invention
Fig. 1 is the flow diagram of toilet water-impervious construction method in the present invention.
Specific embodiment
With reference to the accompanying drawings and embodiments, invention is further described in detail.
In following embodiment, cement is using can the H102 cement sold of intelligent (Shanghai) new material Science and Technology Ltd..
In following embodiment, fine aggregate uses the fine aggregate of Zhengzhou Xin Deyuan Refractory Co., ltd sale.
In following embodiment, water uses Guangzhou Zhuo Jue architectural engineering Co., Ltd tap water that meet national standards.
In following embodiment, water-reducing agent uses the sodium lignin sulfonate of Shanghai Yun Zhe new material Science and Technology Ltd. sale.
In following embodiment, 1,6- hexanediyl ester uses 1 that Guangdong Weng Jiang chemical reagent Co., Ltd sells,
6- hexanediyl ester.
In following embodiment, dimethyl sulfoxide is sub- using the dimethyl that Bengbu absolute sincerity chemical industry Co., Ltd sells
Sulfone.
In following embodiment, polypropylene glycol diglycidyl ether is sold poly- using Wuxi Xin Meng Electron Material Co., Ltd
Propylene glycol diglycidylether.
In following embodiment, glass fibre is using the glass fibre for containing the sale of rising sun fiber cloth source producer.
In following embodiment, iron powder is risen and the iron powder of flame commerce and trade Co., Ltd sale using Guangzhou.
In following embodiment, haydite uses the haydite of Huainan City Tao Li building materials Co., Ltd sale.
In following embodiment, nano silicon oxide uses the nano silicon oxide of Jiangsu Tian Hang new material Co., Ltd sale.
In following embodiment, silicate uses the sodium metasilicate sold up to commerce and trade Co., Ltd in Zhengzhou.
In following embodiment, attapulgite uses the attapulgite of Lingshou County Feng Yue mineral products processing factory sale.
In following embodiment, single thioacetic acid glyceride uses single thioacetic acid of Shanghai ethyl Chemical Co., Ltd. sale
Glyceride.
Embodiment 1
A kind of cement mortar, cement mortar the preparation method is as follows:
A. cement 100kg, water 100kg, water-reducing agent 5kg are added in a stirring kettle, revolving speed 70r/min stirs 8min, mixing
It is formed uniformly cement grout；
B. 1,6- hexanediyl ester 2kg, dimethyl sulfoxide 3kg are added in a stirring kettle, revolving speed 75r/min is stirred
9min is mixed, is uniformly mixed and forms pre-composition；
C. fine aggregate 700kg, revolving speed 75r/min are added in a stirring kettle, stirs 10min, is uniformly mixed and forms cement bonded sand
Slurry.
Embodiment 2
A kind of cement mortar, cement mortar the preparation method is as follows:
A. cement 100kg, water 110kg, water-reducing agent 7kg are added in a stirring kettle, revolving speed 70r/min stirs 8min, mixing
It is formed uniformly cement grout；
B. 1,6- hexanediyl ester 3kg, dimethyl sulfoxide 4kg are added in a stirring kettle, revolving speed 75r/min is stirred
9min is mixed, is uniformly mixed and forms pre-composition；
C. fine aggregate 750kg, revolving speed 75r/min are added in a stirring kettle, stirs 10min, is uniformly mixed and forms cement bonded sand
Slurry.
Embodiment 3
A kind of cement mortar, cement mortar the preparation method is as follows:
A. cement 100kg, water 120kg, water-reducing agent 9kg are added in a stirring kettle, revolving speed 70r/min stirs 8min, mixing
It is formed uniformly cement grout；
B. 1,6- hexanediyl ester 4kg, dimethyl sulfoxide 5kg are added in a stirring kettle, revolving speed 75r/min is stirred
9min is mixed, is uniformly mixed and forms pre-composition；
C. fine aggregate 800kg, revolving speed 75r/min are added in a stirring kettle, stirs 10min, is uniformly mixed and forms cement bonded sand
Slurry.
Embodiment 4
A kind of cement mortar, cement mortar the preparation method is as follows:
A. cement 100kg, water 105kg, water-reducing agent 8kg are added in a stirring kettle, revolving speed 70r/min stirs 8min, mixing
It is formed uniformly cement grout；
B. it is added 1,6- hexanediyl ester 2.5kg, dimethyl sulfoxide 4kg in a stirring kettle, revolving speed 75r/min,
9min is stirred, is uniformly mixed and forms pre-composition；
C. fine aggregate 780kg, revolving speed 75r/min are added in a stirring kettle, stirs 10min, is uniformly mixed and forms cement bonded sand
Slurry.
Embodiment 5
A kind of cement mortar, cement mortar the preparation method is as follows:
A. cement 100kg, water 105kg, water-reducing agent 8kg are added in a stirring kettle, revolving speed 70r/min stirs 8min, mixing
It is formed uniformly cement grout；
B. 1,6 hexanediol diacrylate 2.5kg, dimethyl sulfoxide 4kg, polypropylene glycol two are added in a stirring kettle to contract
Water glycerin ether 10kg, iron powder 4kg, glass fibre 10kg, haydite 2kg, nano silicon oxide 3kg, silicate 10kg, attapulgite
6kg and single 0.2 part of glyceride, revolving speed 75r/min of thioacetic acid, stir 9min, are uniformly mixed and form pre-composition；
C. fine aggregate 780kg, revolving speed 75r/min are added in a stirring kettle, stirs 10min, is uniformly mixed and forms cement bonded sand
Slurry.
The length of glass fibre in the present embodiment is 1mm.
Embodiment 6
A kind of cement mortar, cement mortar the preparation method is as follows:
A. cement 100kg, water 105kg, water-reducing agent 8kg are added in a stirring kettle, revolving speed 70r/min stirs 8min, mixing
It is formed uniformly cement grout；
B. 1,6 hexanediol diacrylate 2.5kg, dimethyl sulfoxide 4kg, polypropylene glycol two are added in a stirring kettle to contract
Water glycerin ether 12.5kg, iron powder 5kg, glass fibre 15kg, haydite 3kg, nano silicon oxide 4kg, silicate 15kg, attapulgite
6kg and single 0.3 part of glyceride, revolving speed 75r/min of thioacetic acid, stir 9min, are uniformly mixed and form pre-composition；
C. fine aggregate 780kg, revolving speed 75r/min are added in a stirring kettle, stirs 10min, is uniformly mixed and forms cement bonded sand
Slurry.
The length of glass fibre in the present embodiment is 2mm.
Embodiment 7
A kind of cement mortar, cement mortar the preparation method is as follows:
A. cement 100kg, water 105kg, water-reducing agent 8kg are added in a stirring kettle, revolving speed 70r/min stirs 8min, mixing
It is formed uniformly cement grout；
B. 1,6 hexanediol diacrylate 2.5kg, dimethyl sulfoxide 4kg, polypropylene glycol two are added in a stirring kettle to contract
Water glycerin ether 15kg, iron powder 6kg, glass fibre 20kg, haydite 4kg, nano silicon oxide 5kg, silicate 20kg, attapulgite
6kg and single 0.4 part of glyceride, revolving speed 75r/min of thioacetic acid, stir 9min, are uniformly mixed and form pre-composition；
C. fine aggregate 780kg, revolving speed 75r/min are added in a stirring kettle, stirs 10min, is uniformly mixed and forms cement bonded sand
Slurry.
The length of glass fibre in the present embodiment is 3mm.
Embodiment 8
A kind of cement mortar, cement mortar the preparation method is as follows:
A. cement 100kg, water 105kg, water-reducing agent 8kg are added in a stirring kettle, revolving speed 70r/min stirs 8min, mixing
It is formed uniformly cement grout；
B. 1,6 hexanediol diacrylate 2.5kg, dimethyl sulfoxide 4kg, polypropylene glycol two are added in a stirring kettle to contract
Water glycerin ether 13kg, iron powder 6kg, glass fibre 18kg, haydite 3kg, nano silicon oxide 5kg, silicate 16kg, attapulgite
6kg and single 0.4 part of glyceride, revolving speed 75r/min of thioacetic acid, stir 9min, are uniformly mixed and form pre-composition；
C. fine aggregate 780kg, revolving speed 75r/min are added in a stirring kettle, stirs 10min, is uniformly mixed and forms cement bonded sand
Slurry.
The length of glass fibre in the present embodiment is 2mm.
Embodiment 9
A kind of toilet water-impervious construction method, includes the following steps:
S1. base is cleared up, specific as follows:
Ground is tapped using small metal hammer, discovery has the empty sound of " puff puff ", it was demonstrated that there is hollowing in the inside, and hollowing part is complete
Portion knocks out, by rubbish complete liquidations such as clasts on ground.
S2. it is laid with base, specific as follows:
By plate compactor rolled base, so that base is more smooth, then steel mesh is laid in base.
S3. it is laid with water impervious layer, comprising:
S31. joints cement mortar, specific as follows:
In the base's upper surface joints cement mortar for having steel mesh to form cement sand bed, cement sand bed with a thickness of
6cm。
S32. it is laid with waterproof coating, specific as follows:
Polyurethane is smeared on cement sand bed to form waterproof coating, waterproof coating with a thickness of 0.5cm.
S4. it is laid with conservation layer, specific as follows:
Concrete is laid on waterproof coating to form conservation layer, smoothes out conservation layer, conservation layer with a thickness of 20mm.
S5. it is laid with brick body, specific as follows:
The smooth laying brick body on conservation layer, until ground parches.
In the present embodiment, cement mortar uses the cement mortar of embodiment 8, and in other implementations, cement mortar also be can be used
The cement mortar of embodiment 1-7.
Comparative example 1
Difference with embodiment 8 is:
Cancel in step b and 1,6 hexanediol diacrylate is added.
Comparative example 2
Difference with embodiment 8 is:
Cancel in step b and dimethyl sulfoxide is added.
Comparative example 3
Difference with embodiment 8 is:
Cancel in step b and polypropylene glycol diglycidyl ether is added.
Comparative example 4
Difference with embodiment 8 is:
Cancel in step b and iron powder is added.
Comparative example 5
Difference with embodiment 8 is:
Cancel in step b and glass fibre is added.
Comparative example 6
Difference with embodiment 8 is:
Cancel in step b and nano silicon oxide is added.
Comparative example 7
Difference with embodiment 8 is:
Cancel in step b and silicate is added.
Comparative example 8
Difference with embodiment 8 is:
Cancel in step b and attapulgite is added.
Comparative example 9
Cancel in step b and single thioacetic acid glyceride is added.
Experiment 1
According to the water resistant in GB/T50082-2009 " Standard for test methods of longterm performance and durability of ordinary concrete standard "
The seepage-resistant grade of permeability test detection embodiment 1-8 and comparative example 1-5 and freeze proof grade.
Experiment 2
According to GB/T50081-2002 " standard for test methods of mechanical properties of ordinary concrete " test experience example 1-8 and compare
7d compression strength (MPa), the 28d compression strength (MPa) of example 1-5.
Experiment 3
The method of embodiment 9 will be utilized according to GB/ according to the thickness proportion of cement sand bed and waterproof coating in embodiment 9
The size preparation road surface examination of sample in T50082-2009 " Standard for test methods of longterm performance and durability of ordinary concrete standard "
Sample detects 7d compression strength (MPa), the 28d compression strength (MPa) of road surface sample
Table 1
According to table 1, comparative example 1 and embodiment 8 compare, it is known that 1,6- hexylene glycol, two propylene is added in cement mortar
Acid esters improves the seepage-resistant grade of the sample of cement mortar preparation, so that the water permeability resistance of water impervious layer is preferable, so that hygienic
Interior moisture is not easily accessible water impervious layer, so that moisture is not easily accessible base, to maintain the knot of accomodation ground structure
Structure stability keeps accomodation ground smooth.
Comparative example 2 and embodiment 8 compare, it is known that dimethyl sulfoxide can effectively cooperate 1,6- hexanediyl ester, mention
The seepage-resistant grade of the sample of high cement mortar preparation, so that the impervious effect of water impervious layer is preferable.
Comparative example 3 and embodiment 8 compare, it is known that and polypropylene glycol diglycidyl ether is added into cement mortar, so that 1,
The waterproof effect of 6- hexanediyl ester is more preferable, so that water impervious layer is impervious more preferable, helps to stablize accomodation ground knot
Structure, so that accomodation ground is not easy to be recessed.
Comparative example 4 and embodiment 8 compare, it is known that iron powder is added into cement mortar, and the examination of cement mortar preparation can be improved
The compression strength of sample enhances the structural stability of water impervious layer.
Comparative example 5 and embodiment 8 compare, it is known that glass fibre can effectively cooperate iron powder, so that reinforcement cement mortar is strong
Degree, so that the structural strength of water impervious layer increases.
Comparative example 6 and embodiment 8 compare, it is known that and nano silicon oxide is added, increases the compression strength of cement mortar, so that
Water impervious layer is relatively stable, so that water impervious layer is not easy to crack.
Comparative example 7 and embodiment 8 compare, it is known that silicate is added, the intensity of cement mortar can be effectively improved, so that cement
The stability of mortar is more preferable, and water impervious layer service life is preferable.
Comparative example 8 and embodiment 8 compare, it is known that attapulgite is added, the compression strength of cement mortar is improved, so that water
The resistance to compression degree of cement mortar rises, so that the structural strength of water impervious layer rises.
Comparative example 9 and embodiment 8 compare, it is known that single thioacetic acid glyceride is added into cement mortar, can effectively increase
The freeze proof grade of cement mortar, so that the freeze proof grade of water impervious layer rises, the case where reducing the bursting by freezing of water impervious layer structure,
It ensure that the service life of water impervious layer.
The embodiment of present embodiment is presently preferred embodiments of the present invention, not limits protection of the invention according to this
Range, therefore: the equivalence changes that all structures under this invention, shape, principle are done, should all be covered by protection scope of the present invention it
It is interior.
Claims (10)
1. a kind of toilet water-impervious construction method, it is characterized in that: including the following steps:
S1. base is cleared up；
S2. it is laid with base；
S3. it is laid with water impervious layer, comprising:
S31. joints cement mortar；
S32. it is laid with waterproof coating；
S4. it is laid with conservation layer；
S5. it is laid with brick body；
The cement mortar includes the component of following mass fraction:
100 parts of cement；
700-800 parts of fine aggregate；
100-120 parts of water；
5-9 parts of water-reducing agent；
2-4 parts of 1,6 hexanediol diacrylate；
3-5 parts of dimethyl sulfoxide.
2. water-impervious construction method in toilet according to claim 1, it is characterized in that: the cement mortar further includes following
The component of mass fraction:
10-15 parts of polypropylene glycol diglycidyl ether.
3. water-impervious construction method in toilet according to claim 1, it is characterized in that: the cement mortar further includes following
The component of mass fraction:
4-6 parts of iron powder.
4. water-impervious construction method in toilet according to claim 3, it is characterized in that: the cement mortar further includes following
The component of mass fraction:
10-20 parts of glass fibre；
The length of the glass fibre is 1-3mm.
5. water-impervious construction method in toilet according to claim 1, it is characterized in that: the cement mortar further includes following
The component of mass fraction:
2-4 parts of haydite.
6. water-impervious construction method in toilet according to claim 1, it is characterized in that: the cement mortar further includes following
The component of mass fraction:
3-5 parts of nano silicon oxide.
7. water-impervious construction method in toilet according to claim 6, it is characterized in that: the cement mortar further includes following
The component of mass fraction:
10-20 parts of silicate.
8. water-impervious construction method in toilet according to claim 1, it is characterized in that: the cement mortar further includes following
The component of mass fraction:
6-8 parts of attapulgite.
9. water-impervious construction method in toilet according to claim 1, it is characterized in that: the cement mortar further includes following
The component of mass fraction:
0.2-0.4 parts of single thioacetic acid glyceride.
10. water-impervious construction method in toilet according to claim 1, it is characterized in that: the preparation side of the cement mortar
Method is as follows:
A. cement, water and water-reducing agent are mixed to form cement grout；
B. 1,6- hexanediyl ester, dimethyl sulfoxide are added in cement grout, stirs evenly to form pre-composition；
C. fine aggregate is added in pre-composition, stirs evenly to form cement mortar.
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113123563A (en) * | 2021-04-23 | 2021-07-16 | 广东汇晟建设有限公司 | Water seepage prevention construction method for toilet |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002120313A (en) * | 2000-10-18 | 2002-04-23 | Toyobo Co Ltd | Waterproof reinforcing material, and film coating waterproof construction method using the same |
| CN1948210A (en) * | 2005-10-14 | 2007-04-18 | 株式会社日本触媒 | Cement mixing agent |
| CN103613309A (en) * | 2013-11-08 | 2014-03-05 | 安徽省阜南绿原化工有限公司 | Polycarboxylate water reducing agent for concrete |
| CN103953181A (en) * | 2014-05-13 | 2014-07-30 | 宇杰集团股份有限公司 | Damage repairing construction method for cement flooring |
| CN104058683A (en) * | 2014-05-30 | 2014-09-24 | 蚌埠华东石膏有限公司 | Light waterproof concrete and preparation method thereof |
| CN104119734A (en) * | 2014-06-26 | 2014-10-29 | 安徽快来防水防腐有限公司 | Environment-friendly waterproof paint |
| CN107254954A (en) * | 2017-06-09 | 2017-10-17 | 北京家装云网络科技有限公司 | Ground paving ceramic tile construction technology |
| CN109137971A (en) * | 2018-08-28 | 2019-01-04 | 中国化学工程第十四建设有限公司 | The impervious construction technology of underground tank |
| CN109608147A (en) * | 2018-11-27 | 2019-04-12 | 温州市久丰建设有限公司 | A kind of water-proof concrete and ground waterproof construction method |
| CN109930781A (en) * | 2019-04-02 | 2019-06-25 | 浙江力唯装饰设计工程有限公司 | A kind of accomodation ground construction method |
-
2019
- 2019-08-26 CN CN201910791003.4A patent/CN110528710A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002120313A (en) * | 2000-10-18 | 2002-04-23 | Toyobo Co Ltd | Waterproof reinforcing material, and film coating waterproof construction method using the same |
| CN1948210A (en) * | 2005-10-14 | 2007-04-18 | 株式会社日本触媒 | Cement mixing agent |
| CN103613309A (en) * | 2013-11-08 | 2014-03-05 | 安徽省阜南绿原化工有限公司 | Polycarboxylate water reducing agent for concrete |
| CN103953181A (en) * | 2014-05-13 | 2014-07-30 | 宇杰集团股份有限公司 | Damage repairing construction method for cement flooring |
| CN104058683A (en) * | 2014-05-30 | 2014-09-24 | 蚌埠华东石膏有限公司 | Light waterproof concrete and preparation method thereof |
| CN104119734A (en) * | 2014-06-26 | 2014-10-29 | 安徽快来防水防腐有限公司 | Environment-friendly waterproof paint |
| CN107254954A (en) * | 2017-06-09 | 2017-10-17 | 北京家装云网络科技有限公司 | Ground paving ceramic tile construction technology |
| CN109137971A (en) * | 2018-08-28 | 2019-01-04 | 中国化学工程第十四建设有限公司 | The impervious construction technology of underground tank |
| CN109608147A (en) * | 2018-11-27 | 2019-04-12 | 温州市久丰建设有限公司 | A kind of water-proof concrete and ground waterproof construction method |
| CN109930781A (en) * | 2019-04-02 | 2019-06-25 | 浙江力唯装饰设计工程有限公司 | A kind of accomodation ground construction method |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113123563A (en) * | 2021-04-23 | 2021-07-16 | 广东汇晟建设有限公司 | Water seepage prevention construction method for toilet |
| CN113123563B (en) * | 2021-04-23 | 2022-09-20 | 广东汇晟建设有限公司 | Water seepage prevention construction method for toilet |
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Application publication date: 20191203 |