CN108487481A - A kind of antiseep assembled water stopping thresholds and its construction method - Google Patents
A kind of antiseep assembled water stopping thresholds and its construction method Download PDFInfo
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- CN108487481A CN108487481A CN201810263340.1A CN201810263340A CN108487481A CN 108487481 A CN108487481 A CN 108487481A CN 201810263340 A CN201810263340 A CN 201810263340A CN 108487481 A CN108487481 A CN 108487481A
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- Prior art keywords
- water stopping
- layer
- stopping thresholds
- bonded
- waterproof
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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
- E04B1/665—Sheets or foils impervious to water and water vapor
-
- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B1/00—Border constructions of openings in walls, floors, or ceilings; Frames to be rigidly mounted in such openings
- E06B1/70—Sills; Thresholds
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
- Revetment (AREA)
Abstract
The present invention discloses a kind of antiseep assembled water stopping thresholds, including:Structured base layer and water stopping thresholds, the water stopping thresholds are fixedly connected with the structured base layer by the material that is bonded and sealed;It is processed by finished product water stopping thresholds back court, the onsite application material that is bonded and sealed carries out assembly construction, convenient, stable quality, the cost of constructing are controllable, environmentally protective, water stopping thresholds all components are all made of the glue that is bonded and sealed and are bonded, both it ensure that the adhesion strength between component, and in turn ensured sealed waterproof effect;Water stopping thresholds, without mechanical means such as bolt anchorings, avoid anchoring the improper destruction to structured base layer impermeability with structured base layer.
Description
Technical field
The present invention relates to technical field of buildings, and in particular to a kind of antiseep assembled water stopping thresholds and its construction method go out
It is existing.
Background technology
Waterproofing work is an important component in architectural engineering system, and quality is directly related to building
Using between function, especially toilet, kitchen, balcony, basement and the floor, ground, the metope that have waterproof requirement.As oozed
Leakage problem not only causes inconvenience to owner's use, and finishing quality, the reputation for returning entire engineering cause significant impact.Wherein,
Most of leakage problems with being derived from water stopping thresholds, Guan Gen, floor drain, the wall position of joints, especially water stopping thresholds position such as corner,
Such as handle not in place, moisture will pass through the flow of pore in cement sand bed, be formed on underground " underground river ".These moisture flow to dry
Area, will lead to that floor blacks, wallpaper is mouldy, timber skirting line (door sleeve) discoloration and other issues.
《Indoor Residential Ecological waterproofing work technical specification》The 5.2.1 articles regulation " toilet, the building in bathroom, the ground (JGJ 298)
Waterproof layer should be set, and damp-proof layer should be arranged in metope, ceiling, and doorway there should be the measure for preventing ponding excessive ".Therefore, toilet is anti-
The core of water i.e. water is limited in certain space by the setting of structure, waterproof layer, and by way of dredging by water from
Floor drain is discharged.For this purpose, water stopping thresholds should be arranged in the distinguishing region of all dry and wets, for example, between bathroom and washroom, health
Between between the areas Deng Gan of corridor etc..
The construction technology of traditional water stopping thresholds is typically more complicated, including structure sheaf bar planting, be welded to connect muscle, make template,
Disturbing concrete, water stopping thresholds maintenance and etc., the construction period is longer, and way is uneconomical.In view of traditional water stopping thresholds construction technology
There are the drawbacks of, there is an urgent need for the appearance of a kind of antiseep assembled water stopping thresholds and its construction method.
Invention content
In order to solve the above-mentioned technical problem, it the purpose of the present invention is to provide a kind of antiseep assembled water stopping thresholds and its applies
Work method is processed by finished product water stopping thresholds back court, and the onsite application material that is bonded and sealed carries out assembly construction, convenient, quality of constructing
Stablize, cost it is controllable, environmentally protective, water stopping thresholds all components are all made of the glue that is bonded and sealed and are bonded, both ensure that component it
Between adhesion strength, in turn ensure sealed waterproof effect;Water stopping thresholds are mechanically fixed with structured base layer without bolt anchoring etc.
Mode avoids anchoring the improper destruction to structured base layer impermeability.
In order to achieve the above objectives, technical scheme is as follows:
A kind of antiseep assembled water stopping thresholds, including:Structured base layer and water stopping thresholds, the water stopping thresholds and the structured base layer
By being bonded and sealed, material is fixedly connected.
The present invention provides a kind of antiseep assembled water stopping thresholds, is processed by water stopping thresholds back court, onsite application is bonded and sealed
Material carries out assembly construction, and constructing, convenient, stable quality, cost are controllable, environmentally protective, and water stopping thresholds all components are all made of bonding
Fluid sealant is bonded, and both ensure that the adhesion strength between component, has been in turn ensured sealed waterproof effect;Water stopping thresholds and structure base
Layer avoids anchoring the improper destruction to structured base layer impermeability without mechanical means such as bolt anchorings.
Based on the above technical solution, the present invention can also improve as follows:
Preferably, the first interface agent layer is equipped between the structured base layer and water stopping thresholds.
Preferably, the water stopping thresholds are equipped with waterproof layer, and the is additionally provided between the waterproof layer and the water stopping thresholds
Second interface oxidant layer.
Preferably, threshold stone is additionally provided on the water stopping thresholds, the threshold stone is equipped with anti-with the waterproof interlayer
Water conservation layer.
Preferably, the threshold stone is fixedly connected by the material that is bonded and sealed with the fish tail and waterproof layer.
Preferably, the water stopping thresholds are trapezoidal, any in triangle, rectangle, concave or " L " font
Kind.
Preferably, the waterproof layer includes polyurethane waterproof coating layer, polymer cement waterproof film layer, height
Play one or more of polyacrylic water-proof film layer, modified asphalt waterproof coiled material layer.
Preferably, the material that is bonded and sealed includes that polyurethane bonds fluid sealant, acrylic adhesive fluid sealant
Or modified silicone is bonded and sealed one or more of glue etc..
Preferably, antiseep assembled water stopping thresholds construction method, includes the following steps:
1) interface agent emulsion is uniformly mixed with powder by 1: 2~4 mass ratio and is prepared into mixture, mixture uniformly applies
The first interface agent layer is formed in structured base layer surface, the first interface agent layer carries out maintenance processing, and the maintenance processing time is 12h
~for 24 hours;Water stopping thresholds are bonded on the first interface agent layer by the material that is bonded and sealed, and are fixedly connected with structured base layer, water stopping thresholds
After being filled by the material that is bonded and sealed with the handing-over position of wall, mixture is uniformly applied to water stopping thresholds surface and forms second contact surface agent
Layer;
2) construction of waterproof layer is carried out in second contact surface oxidant layer, forms closed loop configuration after construction of waterproof layer, and waterproof layer carries out
Maintenance is handled, and the time of the maintenance processing is 48h-72h, and water-storing test is carried out after maintenance processing;
3) fish tail and waterproof layer construction is carried out after water-storing test qualification, fish tail and waterproof layer is mixed with by cement mortar 1: 3;
4) after fish tail and waterproof layer maintenance, threshold stone is fixedly connected by the material that is bonded and sealed with fish tail and waterproof layer.
Preferably, the powder is portland cement or cement based adhesive.
Description of the drawings
Fig. 1 is the lower water stopping thresholds structure chart of shower room glass partition of the present invention;
Fig. 2 is water stopping thresholds structure chart at the toilet door opening of the present invention;
Wherein:1. structured base layer, 2. water stopping thresholds, 3. are bonded and sealed material, 4. first interface agent layers, 5. waterproof layers, 6.
Second interface oxidant layer, 7. threshold stones, ground finished surface outside 8. toilets, the 9. toilet ground Gan Qu finished surfaces, the wet area in 10. toilets
Ground finished surface.
Specific implementation mode
The technical scheme in the embodiments of the invention will be clearly and completely described below, it is clear that described implementation
Example is only a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, this field is common
The every other embodiment that technical staff is obtained without creative efforts belongs to the model that the present invention protects
It encloses.
The preferred embodiment that the invention will now be described in detail with reference to the accompanying drawings.
In order to reach the purpose of the present invention, as shown in Figs. 1-2, a kind of antiseep assembled water stopping thresholds, including:Structured base layer
1 and water stopping thresholds 2, the water stopping thresholds 2 be fixedly connected by the material 3 that is bonded and sealed with the structured base layer 1.
Water stopping thresholds 2 are water stopping thresholds under water stopping thresholds, toilet bathtub at the lower water stopping thresholds of shower room glass partition, toilet door opening
Any one of.
2 material of water stopping thresholds is any one of artificial quartz in lump, artificial hilllock stone, microlite and mental section, the gold
Genotype material is that aluminium alloy or stainless steel are any.
In some embodiments, the first interface agent layer 4 is equipped between the structured base layer 1 and water stopping thresholds 2.
In some embodiments, the water stopping thresholds 2 are equipped with waterproof layer 5, the waterproof layer 5 and the water stopping thresholds 2
Between be additionally provided with second contact surface oxidant layer 6, the thickness of the waterproof layer 5 is 1.5mm-2.0mm.
In some embodiments, threshold stone 7 is additionally provided on the water stopping thresholds 2, between the threshold stone 7 and the waterproof layer 5
Equipped with fish tail and waterproof layer (not shown), the thickness of the fish tail and waterproof layer (not shown) is 10mm-20mm.
In some embodiments, the threshold stone 7 is solid with the fish tail and waterproof layer (not shown) by the material 3 that is bonded and sealed
Fixed connection.
In some embodiments, the water stopping thresholds 2 are trapezoidal, in triangle, rectangle, concave or " L " font
It is any.
In some embodiments, the waterproof layer 5 includes polyurethane waterproof coating layer, polymer cement waterproof film
One or more of layer, high-elastic polyacrylic water-proof film layer, modified asphalt waterproof coiled material layer.
In some embodiments, the material 3 that is bonded and sealed includes that polyurethane bonds fluid sealant, acrylic adhesive sealing
Glue or modified silicone are bonded and sealed one or more of glue etc..
In some embodiments, antiseep assembled water stopping thresholds construction method, includes the following steps:
1) structured base layer 1 carries out wettability treatment, and interface agent emulsion and powder are pressed 1:2~4 mass ratio is uniformly mixed, will
Mixture is uniformly applied to 1 surface of structured base layer and forms the first interface agent layer 4, waits for the first interface agent layer 4 fully maintenance 12~for 24 hours
Afterwards, water stopping thresholds 2 are bonded in by the material 3 that is bonded and sealed on the first interface agent layer 4, and are fixedly connected with structured base layer 1, water stopping thresholds
2 are filled with the handing-over position of wall by the material 3 that is bonded and sealed, and mixture is uniformly applied to 2 surface of water stopping thresholds and forms the second boundary
Face oxidant layer 6, the first interface agent layer 4 and 6 thickness of second contact surface oxidant layer are 0.5~1.0mm;
2) structured base layer 1 carries out waterproof layer 5 and constructs after leveling, and work progress includes that water stopping thresholds 2 are constructed, waterproof
Closed loop configuration is formed after 5 construction of layer, 5 thickness of the waterproof layer is 1.5mm~2.0mm;
3) waterproof layer 5 carries out maintenance processing after constructing, and the time of the maintenance processing is 48h-72h, maintenance processing
After carry out water-storing test, the flooring water storage height is 20mm~30mm;
4) fish tail and waterproof layer (not shown) construction is carried out after water-storing test qualification, fish tail and waterproof layer (not shown) is by cement bonded sand
Slurry 1: 3 is mixed with, and fish tail and waterproof layer (not shown) thickness is 10mm~20mm;
5) after the maintenance of fish tail and waterproof layer (not shown), threshold stone 7 (is not shown by the material 3 that is bonded and sealed with fish tail and waterproof layer
Go out) it is fixedly connected.
The interface agent emulsion is carboxybutyl copolymer emulsion, acrylate copolymer emulsion, aqueous anionic emulsifying type phenylpropyl alcohol
Any one of lotion, ethylene-vinyl acetate copolymer emulsion are several.
Waterproof layer 5 forms closed loop configuration after constructing, the closed loop configuration is linear in tricuspid valve, the tricuspid valve line number side
Cheng Wei:
X=r (2cos θ+cos2 θ);
Y=r (2sin θ-sin2 θ);
If becoming n by 2 is extended to n+1 cusp lines.
If r=20, i.e. UG expression formulas are:
R=20, n=2;
Theta=t*360;
Xt=r* (n*cos (theta)+cos (n*theta));
Yt=r* (n*sin (theta)-sin (n*theta));
Zt=0.
Closed loop configuration is formed after the construction of waterproof layer 5, the closed loop configuration is linear in tricuspid valve, can ensure waterproof in this way
Layer sealed waterproof effect.
In some embodiments, the powder is portland cement or cement based adhesive.
Remaining is same as the previously described embodiments, the difference is that, the antiseep assembled water stopping thresholds construction in the present embodiment
Method is marked as antiseep assembled water stopping thresholds construction method 1.
Antiseep assembled water stopping thresholds construction method 1, includes the following steps:
1) base cleaning:Structured base layer answers smooth, solid, clean, the floating ash of nothing and greasy dirt;Base should be without expansionary, perforation
Property crack;When crack can the closure of brushing cement base crystal permeability type water-repellent paint less than 0.3mm;When crack is greater than or equal to
0.3mm should dig in crack at V-groove, and closely knit, uniform using waterproof and sealing material pointing;Base's dusting, cracking, breakage etc.
After rejected region picks chisel polishing, repairing treatment is carried out with waterproof mortar or waterproof patching material;
2) the construction line-putting:According to building elevation line, by spirit level pop-up stone material threshold construction contour line, Construction control
Line, finished surface elevation line;
3) water stopping thresholds back court is processed:According to shower cabinet size, and the measured data of toilet is combined, back court is to water stopping thresholds material
Material carries out in-depth processing, is carried out shaping to size and shape, finished product water stopping thresholds;
4) water stopping thresholds are installed:Before the installation of finished product water stopping thresholds, wettability treatment first is carried out to structured base layer, carboxybutyl is copolymerized
Lotion is uniformly mixed with portland cement with 1: 2 mass ratio, with the uniform roller coating of plucking roller in structured base layer surface, the first boundary
Face oxidant layer thickness is 0.5~1.0mm;Fully conserve 12 after the first interface agent layer~for 24 hours after, bonding fluid sealant with polyurethane will be at
Product water stopping thresholds are pasted on structured base layer, and it is 3~10mm (depending on structured base layer flatness), water stopping thresholds and both sides to bond thickness
The handing-over position of wall bonds fluid sealant with polyurethane and tamps, and forms impermeable closing structure;Finished product water stopping thresholds firmly install
Afterwards, the second contact surface agent of one layer of 0.5~1.0mm thickness is equally brushed on its surface, it is ensured that waterproof layer can be firmly bonded with water stopping thresholds;
5) construction of leveling blanket:Carried out on structured base layer 1: 3 cement mortar screeding processing, levelling layer thickness be 10~
20mm, screed-coat slope aspect floor drain, the gradient are 0.5%~1%, and the gradient is 5% within the scope of the 50mm of floor drain periphery;
6) construction of waterproof layer:Structured base layer carries out the construction of integral polyurethane waterproof coating layer, when construction after leveling
Artificial quartz in lump water stopping thresholds are climbed over, watertight closed loop configuration is formed;Polyurethane waterproof coating layer thickness is 1.5~2.0mm, is adopted
It is measured with coating thickness detector, average thickness should meet design requirement, and minimum thickness is no less than the 90% of design thickness;
7) water-storing test:After construction of waterproof layer finishes and conserves 48h-72h as required, water-storing test for 24 hours, flooring are carried out
Water storage height is 20~30mm;
8) fish tail and waterproof layer (not shown) is constructed:Forbid perforating to hole after construction of waterproof layer, such as really needs, it should be timely
Repairing, avoids the presence of hidden leakage defect;1: 3 cement mortar fish tail and waterproof layer (not shown) can be carried out after water-storing test qualification to apply
Work, fish tail and waterproof layer (not shown) thickness are 10~20mm;Fish tail and waterproof layer (not shown) surface should without dusting, hollowing, crack,
Phenomena such as pitted skin;The gradient should meet design requirement, must not there is adverse slope or ponding;Fish tail and waterproof layer (not shown) must not be broken when constructing
Bad waterproof layer;
9) stone material threshold stone is installed:After the construction of fish tail and waterproof layer (not shown) is completed and fully conserved, bonded with polyurethane
Glue threshold stone is sealed, and carries out ground stone or tile laying construction in toilet.
Remaining is same as the previously described embodiments, the difference is that, the antiseep assembled water stopping thresholds construction in the present embodiment
Method is marked as antiseep assembled water stopping thresholds construction method 2.
Antiseep assembled water stopping thresholds construction method 2, includes the following steps:
1) base cleaning:Structured base layer answers smooth, solid, clean, the floating ash of nothing and greasy dirt;Structured base layer should without it is expansionary,
Connectivity crack;When crack is that 0.2mm can the closure of brushing cement base crystal permeability type water-repellent paint;It will be split when crack is 0.3mm
Seam chisel uses waterproof and sealing material pointing closely knit, uniform at V-groove;The defects of base's dusting, cracking, breakage, position picked chisel
After polishing, repairing treatment is carried out with waterproof mortar or waterproof patching material;
2) the construction line-putting:According to building elevation line, by spirit level pop-up stone material threshold construction contour line, Construction control
Line, finished surface elevation line;
3) water stopping thresholds back court is processed:According to shower cabinet size, and the measured data of toilet is combined, back court is to mental section
In-depth processing is carried out, size and shape are carried out shaping, finished product mental section water stopping thresholds;
4) water stopping thresholds are installed:Before the installation of mental section water stopping thresholds, wettability treatment first is carried out to structured base layer, acrylic acid is total to
Poly- lotion is uniformly mixed with cement based adhesive with 1: 3 mass ratio, with the uniform roller coating of plucking roller in structured base layer surface,
One interface agent layer thickness is 0.8mm;After the first interface agent layer fully conserves 15h, with acrylic adhesive fluid sealant by metal mold
Material water stopping thresholds are pasted on structured base layer, and it is 3~10mm (depending on structured base layer flatness), mental section sealing to bond thickness
The handing-over position of bank and both sides wall is tamped with acrylic adhesive fluid sealant, forms impermeable closing structure;Mental section stops
After water bank firmly installs, the second contact surface agent of one layer of 0.8mm thickness is equally brushed on its surface, it is ensured that waterproof layer can be viscous with water stopping thresholds
Knot is secured;
5) construction of leveling blanket:The processing of 1: 3 cement mortar screeding is carried out on structured base layer, levelling layer thickness is 20mm, is looked for
Flat bed slope aspect floor drain, the gradient 0.5%, the gradient is 5% within the scope of the 50mm of floor drain periphery;
6) construction of waterproof layer:Structured base layer carries out whole high-elastic polyacrylic water-proof film layer construction, applies after leveling
Working hour climbs over mental section water stopping thresholds, forms watertight closed loop configuration;High-elastic polyacrylic water-proof film layer thickness is 1.8mm,
It is measured using coating thickness detector, average thickness should meet design requirement, and minimum thickness is no less than the 90% of design thickness;
7) water-storing test:After waterproof construction finishes and conserves 48h as required, water-storing test for 24 hours is carried out, flooring water storage is high
Degree is 25mm;
8) fish tail and waterproof layer is constructed:Forbid perforating to hole after construction of waterproof layer, such as really needs, should repair, keep away in time
Exempt from the presence of hidden leakage defect;The construction of 1: 3 cement mortar fish tail and waterproof layer, waterproofing protection thickness can be carried out after water-storing test qualification
Degree is 18mm;Phenomena such as waterproofing protection layer surface should be without dusting, hollowing, crack, pitted skin;The gradient should meet design requirement, must not
There are adverse slope or ponding;Fish tail and waterproof layer must not destroy waterproof layer when constructing;
9) stone material threshold is installed:After fish tail and waterproof layer construction is completed and fully conserved, glue is sealed with acrylic adhesive
Threshold stone, and carry out ground stone or tile laying construction in toilet.
Remaining is same as the previously described embodiments, the difference is that, the antiseep assembled water stopping thresholds construction in the present embodiment
Method is marked as antiseep assembled water stopping thresholds construction method 3.
Antiseep assembled water stopping thresholds construction method 3, includes the following steps:
1) base cleaning:Structured base layer answers smooth, solid, clean, the floating ash of nothing and greasy dirt;Base should be without expansionary, perforation
Property crack;When crack is that 0.1mm can the closure of brushing cement base crystal permeability type water-repellent paint;When crack be 0.6mm, should be by crack
V-groove is dug into, and closely knit, uniform using waterproof and sealing material pointing;The defects of base's dusting, cracking, breakage position pick chisel beat
After mill, repairing treatment is carried out with waterproof mortar or waterproof patching material;
2) the construction line-putting:According to building elevation line, by spirit level pop-up stone material threshold construction contour line, Construction control
Line, finished surface elevation line;
3) water stopping thresholds back court is processed:According to shower cabinet size, and combine the measured data of toilet, back court to microlite into
Row in-depth processing, carries out shaping size and shape, finished product microlite water stopping thresholds;
4) water stopping thresholds are installed:Before the installation of microlite water stopping thresholds, wettability treatment first is carried out to structured base layer, by ethylene vinyl acetate second
Alkene copolymer emulsion is uniformly mixed with portland cement with 1: 4 mass ratio, with the uniform roller coating of plucking roller in structured base layer surface,
First interface agent layer thickness is 1.0mm;After the first interface agent layer fully conserves for 24 hours, being bonded and sealed glue with modified silicone will be micro-
Spar water stopping thresholds are pasted on structured base layer, and it is 3~10mm (depending on structured base layer flatness), microlite sealing to bond thickness
The handing-over position of bank and both sides wall is tamped with the modified silicone glue that is bonded and sealed, and forms impermeable closing structure;Microlite stops
After water bank firmly installs, the second contact surface agent of one layer of 1.0mm thickness is equally brushed on its surface, it is ensured that waterproof layer can be viscous with water stopping thresholds
Knot is secured;
5) construction of leveling blanket:The processing of 1: 3 cement mortar screeding is carried out on structured base layer, levelling layer thickness is 10mm, is looked for
Flat bed slope aspect floor drain, the gradient 1%, the gradient is 5% within the scope of the 50mm of floor drain periphery;
6) construction of waterproof layer:Structured base layer carries out bulk modified asphalt water-proof coiled material layer construction, construction after leveling
When climb over microlite water stopping thresholds, form watertight closed loop configuration;Bulk modified asphalt water-proof coiled material layer thickness is 2.0mm, is adopted
It is measured with coating thickness detector, average thickness should meet design requirement, and minimum thickness is no less than the 90% of design thickness;
7) water-storing test:After waterproof construction finishes and conserves 56h as required, water-storing test for 24 hours is carried out, flooring water storage is high
Degree is 30mm;
8) fish tail and waterproof layer is constructed:Forbid perforating to hole after construction of waterproof layer, such as really needs, should repair, keep away in time
Exempt from the presence of hidden leakage defect;1 can be carried out after water-storing test qualification:3 cement mortar fish tail and waterproof layers are constructed, waterproofing protection thickness
Degree is 20mm;Phenomena such as waterproofing protection layer surface should be without dusting, hollowing, crack, pitted skin;The gradient should meet design requirement, must not
There are adverse slope or ponding;Fish tail and waterproof layer must not destroy waterproof layer when constructing;
9) stone material threshold is installed:Mortar cover construction is completed and fully after maintenance, is bonded and sealed gluing with modified silicone
Sticker door sill stone, and carry out ground stone or tile laying construction in toilet.
A kind of antiseep assembled water stopping thresholds of present invention offer and its construction method, generate following
Advantageous effect:
1) the present invention provides a kind of antiseep assembled water stopping thresholds and its construction method, finished product water stopping thresholds back court is processed,
The onsite application material that is bonded and sealed carries out assembly construction, without conventional wets flow charts such as Site mortar, disturbing concretes,
Convenient, stable quality, the cost of constructing are controllable, environmentally protective;
2) the present invention provides a kind of antiseep assembled water stopping thresholds and its construction method, in water stopping thresholds structure, all groups
Part is all made of the glue that is bonded and sealed and is bonded, and both ensure that the adhesion strength between component, has in turn ensured sealed waterproof effect;Only
Without mechanical means such as bolt anchorings, it is improper to structured base layer impermeability to avoid anchoring for water bank and structured base layer
It destroys;
3) the present invention provides a kind of antiseep assembled water stopping thresholds and its construction method, antiseep assembled water stopping thresholds
Construction method has lower construction cost and duration advantage, water stopping thresholds construction cost of the present invention compared with conventional construction method
1/4 or so of only former technique, installation period is only the 1/8 of former technique, refers to table 1.
1 water stopping thresholds construction cost of table and duration comparison
What has been described above is only a preferred embodiment of the present invention, it is noted that for those of ordinary skill in the art
For, without departing from the concept of the premise of the invention, various modifications and improvements can be made, these belong to the present invention
Protection domain.
Claims (10)
1. a kind of antiseep assembled water stopping thresholds, which is characterized in that including:Structured base layer and water stopping thresholds, the water stopping thresholds and institute
Structured base layer is stated to be fixedly connected by the material that is bonded and sealed.
2. antiseep assembled water stopping thresholds according to claim 1, which is characterized in that between the structured base layer and water stopping thresholds
Equipped with the first interface agent layer.
3. antiseep assembled water stopping thresholds according to claim 1, which is characterized in that the water stopping thresholds are equipped with waterproof
Layer, is additionally provided with second contact surface oxidant layer between the waterproof layer and the water stopping thresholds.
4. antiseep assembled water stopping thresholds according to claim 1, which is characterized in that be additionally provided with threshold on the water stopping thresholds
Stone, the threshold stone are equipped with fish tail and waterproof layer with the waterproof interlayer.
5. antiseep assembled water stopping thresholds according to claim 4, which is characterized in that the threshold stone is by being bonded and sealed
Material is fixedly connected with the fish tail and waterproof layer.
6. antiseep assembled water stopping thresholds according to claim 1, which is characterized in that the water stopping thresholds are trapezoidal, triangle
Any one of shape, rectangle, concave or " L " font.
7. antiseep assembled water stopping thresholds according to claim 3, which is characterized in that the waterproof layer includes polyurethane
One in waterproof coating layer, polymer cement waterproof film layer, high-elastic polyacrylic water-proof film layer, modified asphalt waterproof coiled material layer
Kind is several.
8. antiseep assembled water stopping thresholds according to claim 1 or 5, which is characterized in that the material that is bonded and sealed
Fluid sealant is bonded including polyurethane, acrylic adhesive fluid sealant or modified silicone are bonded and sealed one or more of glue etc..
9. antiseep assembled water stopping thresholds construction method, which is characterized in that include the following steps:
1) interface agent emulsion is uniformly mixed with powder by 1: 2~4 mass ratio and is prepared into mixture, mixture is uniformly applied to knot
Structure substrate surface forms the first interface agent layer, and the first interface agent layer carries out maintenance processing, the maintenance processing time for 12h~
24h;Water stopping thresholds are bonded on the first interface agent layer by the material that is bonded and sealed, and are fixedly connected with structured base layer, water stopping thresholds with
After the handing-over position of wall is by the material filling that is bonded and sealed, mixture is uniformly applied to water stopping thresholds surface and forms second contact surface agent
Layer;
2) construction of waterproof layer is carried out in second contact surface oxidant layer, forms closed loop configuration after construction of waterproof layer, and waterproof layer is conserved
The time of processing, the maintenance processing is 48h-72h, and water-storing test is carried out after maintenance processing;
3) fish tail and waterproof layer construction is carried out after water-storing test qualification, fish tail and waterproof layer is mixed with by cement mortar 1: 3;
4) after fish tail and waterproof layer maintenance, threshold stone is fixedly connected by the material that is bonded and sealed with fish tail and waterproof layer.
10. antiseep assembled water stopping thresholds construction method according to claim 9, which is characterized in that the powder is silicon
Acid salt cement or cement based adhesive.
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CN201810263340.1A CN108487481B (en) | 2018-03-28 | 2018-03-28 | Anti-leakage assembly type water stop ridge and construction method thereof |
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Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109281366A (en) * | 2018-11-05 | 2019-01-29 | 深圳新家生活科技服务有限公司 | Squat toilet cheats leakage preventing structure and squat toilet cheats antiseepage installation method |
CN109441316A (en) * | 2018-09-27 | 2019-03-08 | 上海聚通装饰集团有限公司 | A kind of exterior wall erection of doors and windows base antiseepage drain producing method |
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Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005207089A (en) * | 2004-01-22 | 2005-08-04 | Toto Ltd | Bathroom window connecting frame |
KR20110017052A (en) * | 2009-08-13 | 2011-02-21 | 이윤희 | Self-adhesion type waterproof sheet |
CN205876046U (en) * | 2016-07-26 | 2017-01-11 | 德才装饰股份有限公司 | Bathroom threshold stone waterproof construction |
CN206205167U (en) * | 2016-11-18 | 2017-05-31 | 浙江铭品装饰工程有限公司 | A kind of indoor toilets threshold stone water proof structure |
CN107100285A (en) * | 2017-05-24 | 2017-08-29 | 中国十七冶集团有限公司 | A kind of prefabricated toilet water seepage prevention construction method |
-
2018
- 2018-03-28 CN CN201810263340.1A patent/CN108487481B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005207089A (en) * | 2004-01-22 | 2005-08-04 | Toto Ltd | Bathroom window connecting frame |
KR20110017052A (en) * | 2009-08-13 | 2011-02-21 | 이윤희 | Self-adhesion type waterproof sheet |
CN205876046U (en) * | 2016-07-26 | 2017-01-11 | 德才装饰股份有限公司 | Bathroom threshold stone waterproof construction |
CN206205167U (en) * | 2016-11-18 | 2017-05-31 | 浙江铭品装饰工程有限公司 | A kind of indoor toilets threshold stone water proof structure |
CN107100285A (en) * | 2017-05-24 | 2017-08-29 | 中国十七冶集团有限公司 | A kind of prefabricated toilet water seepage prevention construction method |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109441316A (en) * | 2018-09-27 | 2019-03-08 | 上海聚通装饰集团有限公司 | A kind of exterior wall erection of doors and windows base antiseepage drain producing method |
CN109281366A (en) * | 2018-11-05 | 2019-01-29 | 深圳新家生活科技服务有限公司 | Squat toilet cheats leakage preventing structure and squat toilet cheats antiseepage installation method |
CN109594775A (en) * | 2018-12-25 | 2019-04-09 | 上海聚通装饰集团有限公司 | A kind of dust-proof conversion separation technique for door stone and skirting |
CN109763573A (en) * | 2019-01-16 | 2019-05-17 | 江苏金芙蓉环保装饰产业有限公司 | A kind of water stopping thresholds and its construction method |
CN109763573B (en) * | 2019-01-16 | 2021-04-27 | 江苏金芙蓉环保装饰产业有限公司 | Water stop ridge and construction method thereof |
CN109972749A (en) * | 2019-04-11 | 2019-07-05 | 浙江建设职业技术学院 | A kind of balcony Seepage is with enclosing water band and its construction method |
CN109972749B (en) * | 2019-04-11 | 2023-12-29 | 浙江建设职业技术学院 | Surrounding water belt for deck seepage prevention construction and construction method thereof |
CN110093989A (en) * | 2019-05-31 | 2019-08-06 | 苏州金螳螂建筑装饰股份有限公司 | A kind of interior waterproof construction and its construction method |
CN110670739A (en) * | 2019-08-22 | 2020-01-10 | 中国十七冶集团有限公司 | Waterproof construction method for floor skirting line |
CN110725422A (en) * | 2019-10-24 | 2020-01-24 | 深圳中技绿建科技有限公司 | Precast concrete waterproof construction |
CN112081493A (en) * | 2020-09-15 | 2020-12-15 | 燕山大学 | Water-stopping anti-ridge component of bathroom shower room and construction method thereof |
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