CN110528709A - A kind of waterproof construction production method - Google Patents
A kind of waterproof construction production method Download PDFInfo
- Publication number
- CN110528709A CN110528709A CN201910785949.XA CN201910785949A CN110528709A CN 110528709 A CN110528709 A CN 110528709A CN 201910785949 A CN201910785949 A CN 201910785949A CN 110528709 A CN110528709 A CN 110528709A
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- CN
- China
- Prior art keywords
- waterproof
- production method
- waterproof construction
- pressure plare
- construction production
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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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
- E04F15/024—Sectional false floors, e.g. computer floors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F19/00—Other details of constructional parts for finishing work on buildings
- E04F19/02—Borders; Finishing strips, e.g. beadings; Light coves
- E04F19/04—Borders; Finishing strips, e.g. beadings; Light coves for use between floor or ceiling and wall, e.g. skirtings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F2290/00—Specially adapted covering, lining or flooring elements not otherwise provided for
- E04F2290/04—Specially adapted covering, lining or flooring elements not otherwise provided for for insulation or surface protection, e.g. against noise, impact or fire
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Floor Finish (AREA)
Abstract
The present invention relates to a kind of waterproof construction production method, include the following steps: in the multiple leveling parts of ground configuration as structured base layer, it is levelling that pressure plare progress is laid on multiple leveling parts；Elastic water-proof structure is made on the pressure plare；It carries out keeping away water test.After the present invention uses leveling part and pressure plare levelling, elastic water-proof structure is laid on pressure plare, since waterproof construction has elasticity, the gap that pressure plare can be effectively prevented is torn.Also, during floor leveling, cement and sand are not used, the usage amount of cement sand is considerably reduced, it is more environmentally-friendly.Furthermore, it is not necessary that die sinking, is adapted to any size and size space；Also, do not increase cost additionally, and fabrication cycle is substantially reduced.
Description
Technical field
The present invention relates to interior decoration technology more particularly to a kind of waterproof construction production methods.
Background technique
A most important step in the fitment process of waterproof, this crosses the reliability and durability of range request 100%, together
When be also tradition finishing in a time cycle longest process.Traditional toilet way is as follows, shown referring to Fig.1:
Firstly, making of cement and sand on ground thick levelling, this step mainly above places multiple tune in structured base layer 7 '
Horizontal member 8 ', then cement pressure plate 9 ' is pressed on leveling part 8 ', this is removed, further includes doing metope sharp projection and yin-yang angle simply
Polish processing, the time cycle 1 day；Then, brushing twice of waterproof material, (the irritant volatile matter of conventional waterproof material discharges, right
Workers ' health influences again), it brushes one times sidewards, endways after 6 hours to brush one times, waiting parches, and the time cycle is 1 day, i.e. in Fig. 1
First pass water-repellent paint 3 ' and second time water-repellent paint 4 '.Then, full water being stored on ground and keeping away water experiment, the time cycle is 2 days；
Then, one layer of waterproof protective layer, while leveling of running business into particular one are done with cement after waterproof material parches, the time cycle is 1 day；Most
Afterwards, with bonding agent 5 ' by ceramic tile or building stones 6 ', for example, marble is adhered on ground and wall, the time cycle is 2 days.
There are the following problems for above-mentioned technical proposal: first, integral cycle 7 days；Second, shadow of the waterproof material to workers ' health
It rings；Third, scene uses a large amount of cement and sand, and country is pushing finishing to go cement policy, program of real estate enterprise
Wish that the usage amount of cement can be greatly reduced in toilet.4th, it cannot achieve pipeline separation, if being embedded in water in thick screed-coat
Pipe or fulgurite go wrong, and need to place under repair after removing entire toilet.
In view of the above-mentioned problems, existing assembled finishing enterprise uses the scheme of integral bathroom, including following link:
1, in-site measurement toilet size；
2, it is opened in factory, the water-proof chassis of batch making standard, chassis surrounding reserves wallboard insertion groove；
3, levelling by levelling part in toilet, cement pressure plate is placed above, places water-proof chassis on cement pressure plate,
It is Stilt layer under cement pressure plate, it can be with water-intake pipe fulgurite；
4, aluminium honeycomb composite plate is installed in surrounding metope, and is inserted into four circumferential groove of chassis；
5, all seam crossings are sealed with glass cement；
6, it carries out keeping away within 48 hours water experiment.
Although the above method solves the problems, such as between conventional sanitation decoration method bring 4 substantially, bring again new
The problem of:
The first, water-proof chassis die sinking is costly, may be only available for real estate client in batch, toilet size and shape
Essentially identical, then production finished product shares die sinking expense in batch, reduces cost.This method because cost can not it is a other
It fits up non-standard modulus toilet in process and uses in front yard；
The second, the risk using glass cement there are aging is had the gap, currently on the market the stable week of best glass cement
Phase suggestion is 5 years, and the period of user's secondary decoration may be 10 years, and toilet leak can bring huge property loss；
Third, aluminum honeycomb plate and water-proof chassis perception plastic sense are very strong, for habit toilet using ceramic tile and greatly
The Chinese of fibrous gypsum receive new material and acquire a certain degree of difficulty.
Summary of the invention
To overcome the above problem in the prior art at least to a certain extent, the present invention provides a kind of toilet warterproof knot
Structure production method.
The invention discloses a kind of waterproof construction production methods, include the following steps:
In the multiple leveling parts of ground configuration as structured base layer, pressure plare is laid on multiple leveling parts and is looked for
It is flat；
Elastic water-proof structure is made on the pressure plare；
It carries out keeping away water test.
Further, described that elastic water-proof structure packet is made on the pressure plare in above-mentioned waterproof construction production method
Include following steps:
In the flexible stretch-resistant layer of pressure plare upper berth setting tool；It is anti-along first direction brush on the stretch-resistant layer
Water material forms the first waterproof coating layer of the elasticity having；
After first waterproof coating layer is dry, brush waterproof material, it is anti-to form flexible second in a second direction
Water paint layer.
Further, in above-mentioned waterproof construction production method, the waterproof material is polyurethane.
Further, in above-mentioned waterproof construction production method, in the flexible stretch-resistant layer of pressure plare upper berth setting tool
It is additionally provided with before: filling in sealing strip in the pressure plare and building wall gap.
Further, in above-mentioned waterproof construction production method, the sealing strip is U-shaped.
Further, in above-mentioned waterproof construction production method, the pressure plare is cement pressure plate or calcium silicates pressure plare.
Further, in above-mentioned waterproof construction production method, the stretch-resistant layer is elastomer grid cloth.
Further, in above-mentioned waterproof construction production method, overlapping in the use of the seam crossing of the pressure plare and metope
Mode is laid with stretch-resistant layer.
Further, in above-mentioned waterproof construction production method, the first direction is vertical with the second direction.
The present invention has the advantage that
The first, after the present invention uses leveling part and pressure plare levelling, elastic water-proof structure is laid on pressure plare, due to anti-
Water-bound has elasticity, therefore, the gap tearing of pressure plare can be effectively prevented.Also, during floor leveling, do not use
Cement and sand considerably reduce the usage amount of cement sand, more environmentally-friendly.
Second, the present invention does not need to be opened, and is adapted to any size and size space,
Third, by measuring and calculating, the present invention does not increase cost additionally, and fabrication cycle is substantially reduced.
4th, reality can be facilitated when toilet occurs being lauched failure using the waterproof construction that method of the invention makes
Existing rapid-maintenance, even can easily also optimize lower water-bound alternatively, do not break down.This is because traditional health
Between after finishing ground waterproof bed course, sewer pipe is just embedded in ground waterproof bed course and suffers, so launching position can not change.And
In each embodiment of the invention, after accomodation ground makes somebody a mere figurehead cement pressure plate by leveling part, adjustment can be facilitated to be lauched
The position of pipeline, for example, can be realized " co-layer draining " by changing the position for being lauched point and changing sewer pipe.Lower water spot
It is that, if sewer position in toilet is unreasonable before, can change that position, which can change the benefit of position, toilet shower, bath
Cabinet, platform basin position can adjust, this can allow toilet more reasonable employment.Alternatively, when the case where stifled or leakage occurs in drainpipe, it can
It is repaired with quickly dismantling surface layer and screed-coat, that is to say, that the waterproof construction of the embodiment of the present invention facilitates toilet
Related maintenance operation.
In a preferred embodiment of the invention, waterproof material, the first water-repellent paint of formation are done using polyurethane
Layer and the second waterproof coating layer all have the problem of elasticity and toughness, seam is not present in made waterproof construction in this way, also,
Waterproof layer will not be destroyed slight misalignment occurs in pressure plare.In addition, polyurethane volatile matter release value is far below conventional waterproof
Material, it is more environmentally-friendly, be conducive to health.It is of course also possible to be mixed using polymer emulsion and cement in given ratio, occur
Hydride modified reaction forms the waterproof material with elasticity and toughness,
It should be understood that above general description and following detailed description be only it is exemplary and explanatory, not
It can the limitation present invention.
Detailed description of the invention
The drawings herein are incorporated into the specification and forms part of this specification, and shows and meets implementation of the invention
Example, and be used to explain the principle of the present invention together with specification.
Fig. 1 is the schematic diagram using waterproof construction manufacture craft in the prior art；
Fig. 2 is the step flow chart of waterproof construction production method embodiment of the present invention；
Fig. 3 is that the schematic diagram of leveling part is placed using ground jerk in waterproof construction production method embodiment of the present invention；
Fig. 4 is to place cement pressure plate in waterproof construction production method embodiment of the present invention on leveling part and complete ground
Levelling schematic diagram；
Fig. 5 is to carry out used U-shaped close when metope and ground sealing in waterproof construction production method embodiment of the present invention
The structural schematic diagram of strip of paper used for sealing；
Fig. 6 is in waterproof construction production method embodiment of the present invention, and U-shaped sealing strip seals metope and cement pressure plate
Schematic diagram；
Fig. 7 is the company of U-shaped sealing strip, cement pressure plate and metope in waterproof construction production method embodiment of the present invention
Connect relation schematic diagram；
Fig. 8 is to be laid with stretch-resistant layer on levelling ground and metope in waterproof construction production method embodiment of the present invention
Schematic diagram；
Fig. 9 is, along first direction brush waterproof material, to form the first waterproof in waterproof construction production method embodiment of the present invention
The schematic diagram of dope layer；
Figure 10 is in waterproof construction production method embodiment of the present invention, and brush waterproof material, it is anti-to form second in a second direction
The schematic diagram of water paint layer；
Figure 11 be waterproof construction production method embodiment of the present invention in, after having brushed two layers of water-repellent paint, painting brush handle ceramic tile or
The schematic diagram of binder of the stone material paving on ground and metope；
Figure 12 is in waterproof construction production method embodiment of the present invention, in the signal of binder upper berth tiling or stone material
Figure；
Figure 13 is the knot of upper berth tiling or stone material on the waterproof construction formed using waterproof construction production method of the present invention
Structure schematic diagram.
Appended drawing reference therein are as follows:
1 ' sealing strip
2 ' tension deep layers
3 ' first waterproof coating layers
4 ' second waterproof coating layers
5 ' binders
6 ' ceramic tiles or building stones
7 ' structured base layers
8 ' leveling parts
9 ' cement pressure plates
1 building base
2 leveling parts
3 ground jerks
4 cement pressure plates
5 sealing strips
6 stretch-resistant layers
7 first waterproof coating layers
8 second waterproof coating layers
9 adhesive layers
10 ceramic tiles or stone material
11 structured base layers
12 sewer pipes
13 originals are lauched point
14 are newly lauched point
Specific embodiment
It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not intended to limit the present invention.
It should be mentioned that some exemplary embodiment quilts before exemplary embodiment is discussed in greater detail
Specific structure and function details disclosed herein are only representative, and are for describing the present invention show
The purpose of example property embodiment.But the present invention can be implemented by many alternative forms, and be not interpreted as
It is limited only by the embodiments set forth herein.
Although it should be understood that may have been used term " first ", " second " etc. herein to describe each unit,
But these units should not be limited by these terms.The use of these items is only for by a unit and another unit
It distinguishes.For example, without departing substantially from the range of exemplary embodiment, it is single that first unit can be referred to as second
Member, and similarly second unit can be referred to as first unit.Term "and/or" used herein above include one of them or
Any and all combinations of more listed associated items.
Term used herein above is not intended to limit exemplary embodiment just for the sake of description specific embodiment.Unless
Context clearly refers else, otherwise singular used herein above "one", " one " also attempt to include plural number.Also answer
When understanding, term " includes " and/or "comprising" used herein above provide stated feature, integer, step, operation,
The presence of unit and/or component, and do not preclude the presence or addition of other one or more features, integer, step, operation, unit,
Component and/or combination thereof.
Referring to Fig. 2, Fig. 2 is the step flow chart of waterproof construction production method embodiment of the present invention, is included the following steps:
Step S110 carries out floor leveling in the building ground for needing to do water-proofing treatment；
Step S120 is laid with stretch-resistant layer on levelling ground and metope；
Step S130, along first direction brush waterproof material, forms the first waterproof coating layer on the stretch-resistant layer；
Step S140, after first waterproof coating layer is dry, brush waterproof material, forms the second waterproof in a second direction
Dope layer；
Step S150 keeps away water test after second waterproof coating layer is dry.
Stretch-resistant layer, the first waterproof coating layer and the second waterproof coating layer in the present embodiment are elastic construction.In fact
Elastic construction may be other compositions, for example, being additionally provided with third waterproof coating layer, or reduce by a waterproof coating layer,
Which is not limited by the present invention.
The first, after the present invention uses leveling part and pressure plare levelling, it is laid with elastic water-proof structure on pressure plare, specifically comes
It says, directly stretch-resistant layer is spread on the ground in the space (for example, toilet) for needing to do water-proofing treatment and metope, due to waterproof construction
With elasticity, therefore, the gap tearing of pressure plare can be effectively prevented.Also, during floor leveling, without using cement and
Sand considerably reduces the usage amount of cement sand, more environmentally-friendly.
Second, the present invention does not need to be opened, and is adapted to any size and size space,
Third, by measuring and calculating, the present invention does not increase cost additionally, and fabrication cycle is substantially reduced.
In the following, step S110 is carried out floor leveling in the building ground for needing to do water-proofing treatment and is described further.
For example, when fitting up for the first time floor leveling can be carried out in the following way:
Step S1 sets the first elevation references line；
Step S2, the first difference in height between ground finished surface and the first elevation references line after the completion of setting is levelling；
Step S3 measures the second difference in height between the current location and the first elevation references line in building lot face；
Step S4, the setting that the leveling part placed at the current location in building lot face is calculated by following formula are high
Degree: setting height=second the-the first difference in height of difference in height-flooring base thickness-ground practice thickness degree of part is leveled；
Step S5, cutting leveling part keep the setting for the leveling part placed at the length and current location of the leveling part high
It spends consistent；
The leveling part that cutting obtains is placed into corresponding position by step S6；Pressure plare is sequentially installed on all leveling parts
And ground floor, complete floor leveling.
More specifically, in step S1, the first elevation references line of setting includes the following steps:
Step S11 determines the ground of public domain lift car；
Step S12 marks reference line to predetermined altitude from the ground of public domain lift car, and by the reference line
It is set as the first elevation references line.
Wherein, the ground level of lift car of level height and public domain of ground finished surface is consistent.
Further, in the specific implementation, step S3 measures current location and the first elevation references line in building lot face
Between the second difference in height may include steps of:
Step S31 determines leveling part installation site；
Step S32 is based on the first elevation references line, trapped orbit is installed to metope；
Step S33, installation mounts bar between trapped orbit；
Step S34 installs at least one laser range finder to mounting bar；
Step S35 opens laser range finder, and laser range finder detection point is adjusted to the installation point of leveling part, into
Row elevation carrection obtains the second difference in height.
Wherein, laser range finder detection point is adjusted to the concrete operations of the installation point of leveling part by step S35 are as follows:
The laser rays that adjustment laser range finder is got is vertical with surface water plane, and makes laser rays point in leveling part installation point；Swashing
When light delivery system error, bar is mounted with front and back adjustment and/or left and right adjusts the position of the laser range finder mounted.
In another embodiment, for secondary decoration, floor leveling can be in the following way: step a is determined each
Level the installation point in building ground of part；
Step b, ground setting leveling bracket, is leveled according to the level meter of leveling cantilever tip；
Step c, for installation ground punching device to bracket is leveled, ground punching bottom of device is corresponding to level part installation point；
Step d, control ground punching device punch to the ground, and the laser leveler above the perforating device of ground projects
Laser rays and metope give reference altitude reference line be overlapped after, stop punching；
Step e installs the leveling part of fixed height in hole；
Step f installs pressure plare on leveling part, it is levelling to complete base.
For secondary decoration house earth surface the characteristics of (" secondary decoration " here is fitted up for the first time using difference, in addition to
For the first time fit up except all finishings, be all the meaning of " secondary decoration " in the application), according to leveling part installation point position,
Floor height deep hole identical with other leveling part installation point floor heights is drilled out on ground cushion, is then placed in fixation
The leveling part of height, to complete the demand of floor leveling.It should be noted that the method in each embodiment of the present invention is to be directed to
Secondary decoration, it is this under the premise of finishing the characteristics of be that ground has a bed course, plane opens bed course may bottom surface irregularity.
In a preferred embodiment, leveling part installation point is determined using the method for ground longitude and latitude snap the line.Further, for
Economic consideration, leveling part can level part using concrete column.It is of course also possible to use other materials meets the leveling of intensity
Part, the present invention is to this and without limitation.
When level part install to perforating device get level cavity after, the pressure plare covered above can be cement pressure
Plate.It can certainly be the pressure plare of other materials, equally, which is not limited by the present invention.
In above-described embodiment, leveling bracket can level bracket for triangle, and ground punching device is installed on triangle leveling branch
The lower section of frame, and it is vertical with surface water plane to control ground punching device.
In one embodiment, the reference line that metope gives reference altitude can determine as follows:
Step 1), the level height for determining room floors finished surface；
Step 2), the level height based on room floors finished surface identify the reference given above of flooring finished surface
The reference line of height gives the reference line of reference altitude as metope.
In one embodiment, the level height of room floors finished surface can be set in the following way: from public area
Level height of the lift car ground in domain as room floors finished surface；Assigned altitute is up measured from carriage ground, this is given
Fixed height introduces interior, identifies the reference line of flooring finished surface reference altitude given above, as the given reference of metope
The reference line of height, for example, it is 1 meter that metope, which gives level height of the reference line of reference altitude apart from room floors finished surface,.
The scheme of the floor leveling provided from above-mentioned two embodiment can be seen that in leveling procedures without using cement and
Sand, thus it is more environmentally-friendly.
Referring to Fig. 3 and Fig. 4.Fig. 3 is to be placed and adjusted using ground jerk 3 in waterproof construction production method embodiment of the present invention
The schematic diagram of horizontal member 2.It is as shown in the figure to build base 1.
Fig. 4 is to place cement pressure plate 4 in waterproof construction production method embodiment of the present invention on leveling part 2 and complete ground
The levelling schematic diagram in face.
Referring to Fig. 5, Fig. 6 and Fig. 7.It in one embodiment, further include in cement pressure plate 4 after completing floor leveling
Sealing strip 5 is filled in the metope gap of expression building base 1, in one embodiment, which can be U-shaped sealing
Item, structure is referring to Figure 5.But the structure and shape of sealing strip of the present invention are without limitation, as long as cement pressure plate 4 can be completed
Sealing between metope between gap.
It should be noted that pressure plare can be cement pressure plate, or calcium silicates pressure plare, the present invention to this not
It limits.
Fig. 6 is in waterproof construction production method embodiment of the present invention, and U-shaped sealing strip seals metope and cement pressure plate
Schematic diagram.It is filled as the gap between the metope and cement pressure plate of building base 1 by sealing strip 5.Below cement pressure plate
It is leveling part 2.
Fig. 7 is U-shaped sealing strip 5, cement pressure plate 4, building base in waterproof construction production method embodiment of the present invention
1 and level part 2 positional relationship, connection relationship diagram.
It is in waterproof construction production method embodiment of the present invention, on levelling ground (that is, cement pressure referring to Fig. 8, Fig. 8
Plate 4) and as the schematic diagram for being laid with stretch-resistant layer 6 in the building base 1 of wall.From figure 8, it is seen that in cement pressure plate 4
It needs to do with building base 1 and is paved with stretch-resistant layer at waterproof, also, seam crossing uses overlapping mode.In one embodiment,
Stretch-resistant layer 6 uses fibrous mesh cloth.
Referring to Fig. 9 and Figure 10.
Fig. 9 is, along first direction brush waterproof material, to form the first waterproof in waterproof construction production method embodiment of the present invention
The schematic diagram of dope layer 7.Figure 10 is after the first waterproof coating layer 7 dries, and brush waterproof material, it is anti-to form second in a second direction
The schematic diagram of water paint layer 8.In one embodiment, first direction and second direction are vertical, but which is not limited by the present invention.
In a preferred embodiment, using high-performance polymer lotion and cement according to given ratio (such as 1:
2) mixing, polymer emulsion and cement occur hydride modified reaction, are formed with flexible and toughness waterproof material, the waterproof
Material is very environmentally friendly.
The waterproof material prepared using the above method, first pass are laterally brushed the first waterproof formed in stretch-resistant layer 6 and applied
The bed of material 7 and the second waterproof coating layer 8 want can dry for general 6 hours.
Can be seen that screed-coat from the embodiment is all used with leveling part and cement pressure plate, and tradition finishing ground
Cement levelling difference has the gap between cement pressure plate, and this waterproof type not will receive between cement pressure plate and cement pressure
The influence of power plate and metope junction gap.
In the second waterproof coating layer 8 after 6 hours dry, carry out keeping away water test in 48 hours.If being prevented by test
Water-bound completion can start the ceramic tile or building stones that paste surface.
1, Figure 11 is to apply brush handle ceramic tile or stone material paving on ground and metope after having brushed two layers of water-repellent paint referring to Fig.1
Bonding 9 schematic diagram.
2, Figure 12 is the schematic diagram in binder upper berth tiling or stone material 10 referring to Fig.1.3, Figure 13 is to use referring to Fig.1
The structural schematic diagram of upper berth tiling or stone on the waterproof construction that waterproof construction production method of the present invention is formed.
As can be seen that waterproof construction includes: levelling component and the elastic water-proof component for being layed in levelling component；Levelling component
Including multiple leveling parts 2 for being set to ground (i.e. structured base layer 11 in Figure 13), and, lid is pressed on the water of multiple leveling parts 2
Mud pressure plare 4；The elastic water-proof component for being layed in levelling component is set on cement pressure plate 4.
In the embodiment, waterproof construction further includes the elastic water-proof component for being layed in metope；Metope is perpendicular to the ground.Its
In, the elastic water-proof component for being layed in levelling component includes: stretch-resistant layer；First formed along first direction brushing waterproof material
Waterproof coating layer 7；And the second waterproof coating layer 8 that brushing waterproof material is formed in a second direction；Cement pressure plate 4, tension
Stretch layer, the first waterproof coating layer 7, the second waterproof coating layer 8 sequentially along perpendicular to the structured base layer 11 as ground direction to
Upper extension simultaneously connects.Ceramic tile or stone material 10 are bonded on the second waterproof coating layer 8 by adhesive layer 9.In this embodiment,
One direction is vertical with second direction.
In the embodiment, the elastic water-proof component for being layed in metope also includes: stretch-resistant layer 6；It is anti-along first direction brushing
The first waterproof coating layer 7 that water material is formed；And the second waterproof coating layer 8 that brushing waterproof material is formed in a second direction；
Stretch-resistant layer 6, the first waterproof coating layer 7, the second waterproof coating layer 8 sequentially extend outwardly and connect along the direction perpendicular to metope
It connects.Ceramic tile or stone material 10 are bonded on the second waterproof coating layer 8 by adhesive layer 9.First direction is vertical with second direction.
In above-mentioned waterproof construction, stretch-resistant layer is elastomer grid cloth.It is of course also possible to as needed, select other
Applicable elastic construction.In the gap of cement pressure plate 4 Yu the junction of metope, it is additionally provided with U-shaped sealing strip 5.Waterproof
Material is preferably polyurethane.
In one embodiment, waterproof construction reaches metope 30cm height in Gan Qu, and wet area reaches metope 180cm height,
Plane materiel also uses traditional ceramic tile or marble simultaneously.
Toilet waterproofing structure made by the above method has the advantages that
1, it is adapted to the toilet of any size and size；
2, the problem of seam is not present, while there is slight misalignment in cement pressure plate will not destroy waterproof layer, this is also
It is required that waterproof construction has the reason of certain elasticity and toughness；
3, decoration cost is close between cost and conventional sanitation；
4, the period reduces by 3 day time than finishing between conventional sanitation；
5, the cement sand usage amount of toilet, only the 5% of the usage amount of tradition finishing are considerably reduced.
6, waterproof material volatile matter release value is far below conventional waterproof material.
7, the waterproof construction of method of the invention production can facilitate realization quick when toilet occurs being lauched failure
Maintenance, even can easily also optimize lower water-bound alternatively, do not break down.It makes a concrete analysis of as follows: traditional toilet
After finishing ground waterproof bed course, sewer pipe is just embedded in ground waterproof bed course and suffers, so launching position can not change.And this
In each embodiment of invention, after accomodation ground makes somebody a mere figurehead cement pressure plate 4 by leveling part 2, adjustment can be facilitated to be lauched
The position of pipeline 12 is newly lauched point 14 for example, original shown in dotted line can be lauched to point 13 and adjusted to shown in solid,
It is exactly " co-layer draining ".Being lauched point and can changing the benefit of position is, can if sewer position in toilet is unreasonable before
With change, toilet shower, bath cabinet, platform basin position can be adjusted, this can allow toilet more reasonable employment.Alternatively, when draining
There is the case where stifled or leakage in pipe, can quickly dismantle surface layer and screed-coat repairs, that is to say, that the embodiment of the present invention is prevented
Water-bound facilitates the related maintenance operation of toilet.
In the description of this specification, reference term " one embodiment ", " some embodiments ", " example ", " specifically show
The description of example " or " some examples " etc. means specific features, structure, material or spy described in conjunction with this embodiment or example
Point is included at least one embodiment or example of the invention.In the present specification, schematic expression of the above terms are not
Centainly refer to identical embodiment or example.Moreover, particular features, structures, materials, or characteristics described can be any
One or more embodiment or examples in can be combined in any suitable manner.
Although the embodiments of the present invention has been shown and described above, it is to be understood that above-described embodiment is example
Property, it is not considered as limiting the invention, those skilled in the art within the scope of the invention can be to above-mentioned
Embodiment is changed, modifies, replacement and variant.
Claims (9)
1. a kind of waterproof construction production method, which comprises the steps of:
In the multiple leveling parts of ground configuration as structured base layer, it is levelling that pressure plare progress is laid on multiple leveling parts；
Elastic water-proof structure is made on the pressure plare；
It carries out keeping away water test.
2. waterproof construction production method according to claim 1, which is characterized in that described to make elasticity on the pressure plare
Waterproof construction includes the following steps:
In the flexible stretch-resistant layer of pressure plare upper berth setting tool；On the stretch-resistant layer, along first direction brush waterproof material
Material forms the first waterproof coating layer of the elasticity having；
After first waterproof coating layer is dry, brush waterproof material, forms flexible second waterproof and applies in a second direction
The bed of material.
3. waterproof construction production method according to claim 2, which is characterized in that the waterproof material is polyurethane.
4. waterproof construction production method according to claim 3, which is characterized in that on the pressure plare upper berth, setting tool has bullet
Property stretch-resistant layer before be additionally provided with:
Sealing strip is filled in the pressure plare and building wall gap.
5. waterproof construction production method according to claim 4, which is characterized in that
The sealing strip is U-shaped.
6. waterproof construction production method according to claim 5, which is characterized in that
The pressure plare is cement pressure plate or calcium silicates pressure plare.
7. waterproof construction production method according to claim 6, which is characterized in that
The stretch-resistant layer is elastomer grid cloth.
8. waterproof construction production method according to claim 7, which is characterized in that
Stretch-resistant layer is laid with using overlapping mode in the seam crossing of the pressure plare and metope.
9. waterproof construction production method according to claim 8, which is characterized in that
The first direction is vertical with the second direction.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112482681A (en) * | 2020-11-04 | 2021-03-12 | 和湜(上海)建筑科技有限公司 | Leveling and waterproofing integrated construction process for wet areas of constructional engineering such as toilets and kitchens |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0077070B1 (en) * | 1981-10-13 | 1985-01-30 | Schmidt Reuter Ingenieurgesellschaft mbH & Co. KG | Method of and apparatus for setting up levelled column elements of a double floor |
| WO2011139466A1 (en) * | 2010-04-28 | 2011-11-10 | W.R. Grace & Co.-Conn. | Waterproofing membrane |
| CN203452408U (en) * | 2013-09-09 | 2014-02-26 | 中建八局第三建设有限公司 | Indoor impermeable pool |
| CN104100011A (en) * | 2014-07-29 | 2014-10-15 | 天津达因建材有限公司 | Toilet floor heating waterproof construction method and toilet floor heating waterproof system |
| CN104234091A (en) * | 2014-08-25 | 2014-12-24 | 四川金锋建设有限公司 | Application method used for cement-based seepage-proof and waterproof structure |
| CN107090962A (en) * | 2017-06-26 | 2017-08-25 | 王明权 | Assembled toilet ground spacing system |
| CN108979066A (en) * | 2018-09-10 | 2018-12-11 | 成都精工天成装配科技有限公司 | A kind of platform fast leveling method and toilet platform decoration method |
| CN109184005A (en) * | 2018-11-08 | 2019-01-11 | 长沙奥佳信息科技有限公司 | A kind of method of architecture indoor waterproof construction |
| CN208451226U (en) * | 2018-05-31 | 2019-02-01 | 东营宝丰汽车配件有限公司 | A kind of new-energy automobile brake block grinding device |
-
2019
- 2019-08-23 CN CN201910785949.XA patent/CN110528709A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0077070B1 (en) * | 1981-10-13 | 1985-01-30 | Schmidt Reuter Ingenieurgesellschaft mbH & Co. KG | Method of and apparatus for setting up levelled column elements of a double floor |
| WO2011139466A1 (en) * | 2010-04-28 | 2011-11-10 | W.R. Grace & Co.-Conn. | Waterproofing membrane |
| CN203452408U (en) * | 2013-09-09 | 2014-02-26 | 中建八局第三建设有限公司 | Indoor impermeable pool |
| CN104100011A (en) * | 2014-07-29 | 2014-10-15 | 天津达因建材有限公司 | Toilet floor heating waterproof construction method and toilet floor heating waterproof system |
| CN104234091A (en) * | 2014-08-25 | 2014-12-24 | 四川金锋建设有限公司 | Application method used for cement-based seepage-proof and waterproof structure |
| CN107090962A (en) * | 2017-06-26 | 2017-08-25 | 王明权 | Assembled toilet ground spacing system |
| CN208451226U (en) * | 2018-05-31 | 2019-02-01 | 东营宝丰汽车配件有限公司 | A kind of new-energy automobile brake block grinding device |
| CN108979066A (en) * | 2018-09-10 | 2018-12-11 | 成都精工天成装配科技有限公司 | A kind of platform fast leveling method and toilet platform decoration method |
| CN109184005A (en) * | 2018-11-08 | 2019-01-11 | 长沙奥佳信息科技有限公司 | A kind of method of architecture indoor waterproof construction |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112482681A (en) * | 2020-11-04 | 2021-03-12 | 和湜(上海)建筑科技有限公司 | Leveling and waterproofing integrated construction process for wet areas of constructional engineering such as toilets and kitchens |
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