CN112081254B - Toilet waterproof structure and construction method thereof - Google Patents

Toilet waterproof structure and construction method thereof Download PDF

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Publication number
CN112081254B
CN112081254B CN202010984364.3A CN202010984364A CN112081254B CN 112081254 B CN112081254 B CN 112081254B CN 202010984364 A CN202010984364 A CN 202010984364A CN 112081254 B CN112081254 B CN 112081254B
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layer
waterproof
waterproof layer
filter
bottom plate
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CN112081254A (en
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卢煜中
童长宁
张勇兵
陈良顺
陈恬
黄栖栖
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Fujian Mutual China Civil Engineering Management Co ltd
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Fujian Mutual China Civil Engineering Management Co ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/04Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/04Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/0407Floor drains for indoor use
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/04Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/0407Floor drains for indoor use
    • E03F5/0408Floor drains for indoor use specially adapted for showers

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  • Engineering & Computer Science (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Residential Or Office Buildings (AREA)

Abstract

The application relates to the technical field of waterproof construction, in particular to a toilet waterproof structure and a construction method thereof. The waterproof structure mainly comprises a first waterproof layer, a second waterproof layer, a third waterproof layer and a partition overhead layer, wherein the first waterproof layer, the second waterproof layer and the third waterproof layer are staggered and superposed with each other, and the partition overhead layer is used for draining water and is constructed according to the level according to the design requirements. The multilayer staggered waterproof layers are laid in the area with the connecting gap, so that the situation that water liquid permeates into a wall body from the connecting gap can be effectively reduced; the filter net pipe is additionally arranged at the water inlet of the drain pipe for discharging the water leaked at the bottom of the toilet, so that the interference of sundries entering the drain pipe to drain water and the like can be reduced; the whole waterproof structure is simple, construction is simple, convenient and quick, and waterproof and drainage combination effectively meets waterproof requirements.

Description

Toilet waterproof structure and construction method thereof
Technical Field
The application relates to the technical field of waterproof construction, in particular to a toilet waterproof structure and a construction method thereof.
Background
The toilet is a space area with more water consumption in a living place or a working place of people. In order to reduce water seepage and water leakage in the using process of the toilet, water is accumulated in the toilet, and even normal use of other space areas is influenced.
At present, waterproof construction is carried out on the toilet in the building or decoration process of the toilet. In the related technology, waterproof paint is coated on the lower part of the wall surface and the ground of a blank of a toilet which is built, then a water test is carried out, and decorative materials with certain waterproof performance, such as ceramic tiles and the like, are laid on the ground and the wall surface after the test is qualified, so that the waterproof construction of the toilet is completed.
In view of the above-mentioned related technologies, the inventor believes that there are connection gaps in the inside corner and outside corner areas, such as the connection between the wall panel and the bottom panel in the toilet, the connection between the adjacent wall panels, etc., and the waterproof coating applied may penetrate into the wall along such connection gaps, thereby affecting the waterproof effect of these connection areas.
Disclosure of Invention
In order to improve the waterproof effect of a toilet, the application provides a waterproof structure of the toilet and a construction method of the waterproof structure.
First aspect, the application provides a bathroom waterproof construction adopts following technical scheme:
a waterproof structure of a toilet comprises a bottom plate and a wall plate, wherein a plurality of drainage pipes are arranged in the toilet; the waterproof structure of the toilet includes:
the first waterproof layer is paved in an area with a connecting gap; the first waterproof layer comprises polypropylene fabric;
the second waterproof layer is laid on the lower surface of the wallboard and the upper surface of the bottom plate, and the edge of the second waterproof layer is laminated on the edge of the first waterproof layer;
a third water-proofing layer which is coated on the surface of the wallboard; and
the partition overhead layer is positioned on the second waterproof layer of the bottom plate and sequentially comprises a filter layer and a support layer from bottom to top;
the drainage pipe comprises a drainage pipe embedded in the bottom plate, and a water inlet of the drainage pipe is positioned below the filter layer.
Through adopting above-mentioned technical scheme, this application waterproof construction is in bottom plate and wallboard junction, adjacent wallboard junction, is dredged and is arranged pipe and bottom plate junction, is dredged and is arranged pipe and wallboard junction these areas that have the joint gap and lay first waterproof layer earlier, covers the joint gap that will probably exist and shelters from, reduces the condition emergence of water liquid from each joint gap infiltration.
Then, second waterproof layers are laid on the upper surface of the bottom plate and the lower surface of the wall plate, and the first waterproof layer is covered between the second waterproof layer and the wall plate or between the second waterproof layer and the bottom plate, so that the normal waterproof requirement of the toilet is met, and the waterproof performance can be improved.
The third waterproof layer is additionally arranged on the surface of the wall board, so that the normal use that water mist, water vapor and the like in the toilet penetrate into adjacent areas through the wall board can be reduced, and the areas can be living or working spaces with higher environmental drying requirements than the toilet, such as bedrooms, offices, living rooms and the like.
Optionally, a filter mesh pipe is installed at the water inlet of the drain pipe, and the axial height of the filter mesh pipe is not greater than the height of the filter layer; the lateral wall and the top of the filter net pipe are both filter net layers, the lower end of the filter net pipe extends downwards to form an installation part, and the outer diameter of the installation part is matched with the inner diameter of a water inlet of the drain pipe.
By adopting the technical scheme, the waterproof and drainage structure is formed at the lower part of the toilet provided with the first waterproof layer and the second waterproof layer, and the water inlet of the drain pipe is equivalent to the water outlet of the waterproof and drainage structure and is used for discharging water permeating into the lower part of the toilet from the water inlet of the drain pipe. Because the water permeating into the lower part of the toilet may be mixed with impurities or particles and other impurities, the filter net pipe is additionally arranged at the water inlet of the drain pipe, so that the impurities can be reduced from entering the drain pipe.
Optionally, a reinforcing ring is arranged at the upper end of the filter screen pipe, an inclined support rod is installed outside the reinforcing ring, and the lower end face of the inclined support rod abuts against the upper surface of the second waterproof layer.
By adopting the technical scheme, the supporting layer is arranged at the upper part of the filter net pipe, and the upper part of the filter net pipe can bear part of force in the actual use process, so that the reinforcing ring is arranged at the upper part of the filter net pipe, and the bearing capacity of the filter net pipe can be improved.
Optionally, the filter layer comprises a lower cushion block and an upper cushion block which are matched with each other; the lower cushion block is laid on the second waterproof layer positioned on the bottom plate;
a support column is arranged on the lower cushion block, and an inclined guide surface is arranged at the joint of the lower cushion block and the support column;
the upper cushion block is matched and clamped in the interval between the adjacent pillars, and the upper end face of the upper cushion block is not lower than the upper end face of the pillars.
Through adopting above-mentioned technical scheme, the slope spigot surface between lower cushion and the pillar can make and match the installation back when lower cushion and last cushion, can also have the space for the drainage. The upper cushion block is matched and clamped on the pillar of the lower cushion block, so that a spatial structure capable of draining water can be formed by filtering, and the upper cushion block can limit mutual overturning of the adjacent lower cushion blocks after the adjacent lower cushion blocks are subjected to top pressure, so that the lower cushion blocks and the upper cushion blocks are stably installed.
Optionally, the filter layer comprises a coarse ceramic filter layer, a coarse sand filter layer and a fine sand layer from bottom to top.
Through adopting above-mentioned technical scheme, the filter layer of the different materials of multilayer, the constitution of particle size can filter the life drainage, the rivers that take impurity etc. that get into the filter layer, reduces to take water entering drain pipe of impurity etc. probably to cause drain pipe jam.
Optionally, the supporting layer is a concrete layer with a steel wire mesh embedded in the middle.
Through adopting above-mentioned technical scheme, mix into concrete layer with the wire net, can be used to strengthen the bearing capacity of crossing the supporting layer, still can play partial water-proof effects, reduce more water liquid etc. and get into the filter layer.
Optionally, a glass fiber mesh cloth is arranged below the supporting layer.
By adopting the technical scheme, the glass fiber grid cloth has waterproof and anti-cracking performance, and the glass fiber grid plate arranged between the supporting layer and the filtering layer can improve the waterproof performance and the bearing capacity of the partition overhead layer.
Optionally, a door sill block is arranged at the toilet door; a water baffle is embedded below the threshold block, and an upper groove corresponding to the upper end part of the water baffle is arranged below the threshold block; a threshold waterproof layer is arranged between the water baffle and the threshold block; the threshold waterproof layer and the second waterproof layer are integrally manufactured.
By adopting the technical scheme, the water baffle and the doorsill waterproof layer positioned at the lower part of the doorsill block can reduce the transmission of water vapor and water flow in a toilet to other adjacent spaces such as a living space or a working space.
In a second aspect, the present application further provides a construction method of a toilet waterproof structure, which adopts the following technical scheme:
a construction method of a waterproof structure of a toilet comprises the following steps:
s100: cleaning and leveling, cleaning the bottom plate and the wallboard, and paving a first leveling layer on the surfaces of the bottom plate and the wallboard by using cement mortar;
s200: waterproof construction, including:
s201: cleaning and coating, cleaning a bottom plate and a wallboard of a toilet, coating a treating agent on the surfaces of the bottom plate and the wallboard, and cleaning dust of a first leveling layer;
s202: snapping lines, namely dividing lines at snapping positions on the surface of the first leveling layer;
s203: constructing a first waterproof layer, namely paving polypropylene fabrics at the joint of the bottom plate and the wallboard, the joint of the adjacent wallboards, the joint of the drainage pipe and the bottom plate and the joint of the drainage pipe and the wallboard along position dividing lines to form the first waterproof layer; the ends of adjacent polypropylene fabrics are overlapped;
s204: constructing a second waterproof layer, namely paving waterproof coiled materials on the upper surface of the bottom plate and the lower surface of the wallboard along position dividing lines to form the second waterproof layer; performing edge pressing treatment between adjacent waterproof rolls;
s205: constructing a third waterproof layer, namely coating waterproof paint on the surface of the wallboard to form the third waterproof layer, wherein the lower part of the third waterproof layer is positioned on the inner side of the second waterproof layer of the wallboard;
s300: and (3) constructing the partition overhead layer, and paving a filter layer and a supporting layer on the second waterproof layer of the bottom plate from bottom to top in sequence.
Through adopting above-mentioned technical scheme, during the construction, according to the design requirement, carry out the construction of first waterproof layer construction, second waterproof layer, third waterproof layer in proper order, then build filter layer, supporting layer on the second waterproof layer that is located the bottom plate, the construction is simple, swift, and can effectively improve the inside waterproof performance of bathroom.
Optionally, step S300 cuts off the construction of the overhead layer, including:
s301: installing a filter screen pipe, and cutting a drain pipe positioned on a second waterproof layer of the bottom plate to ensure that the upper end surface of the drain pipe is not higher than the upper surface of a through hole of the second waterproof layer; the lower end part of the filter screen pipe is sleeved in the upper port of the drain pipe;
s302: laying a filter layer, wherein the filter layer is laid on the second waterproof layer of the bottom plate; the height of the filter layer is higher than the axial height of the filter net pipe;
s303: and laying a supporting layer, laying glass fiber gridding cloth on the filtering layer, pouring concrete in the glass fiber gridding cloth, and pressing a steel wire mesh into the concrete before the concrete is not condensed to form the supporting layer.
By adopting the technical scheme, because the water inlet of the embedded drain pipe is higher than the bottom plate, when the first waterproof layer is constructed, the drain pipe needs to be cut off to the water inlet and is not higher than the upper surface of the second waterproof layer, so that water liquid entering the second waterproof layer is smoothly discharged outwards through the drain pipe.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the multilayer staggered waterproof layers are laid in the area with the connecting gap, so that the situation that water liquid permeates into a wall body from the connecting gap can be effectively reduced;
2. the filter net pipe is additionally arranged at the water inlet of the drain pipe for discharging the water leaked at the bottom of the toilet, so that the interference of sundries entering the drain pipe to drain water and the like can be reduced;
3. the whole waterproof structure is simple, construction is simple, convenient and quick, and waterproof and drainage combination effectively meets waterproof requirements.
Drawings
FIG. 1 is a schematic longitudinal sectional structural view of the structure of the present application;
FIG. 2 is a schematic view of a second waterproofing layer according to the present application;
FIG. 3 is a schematic of a filter screen configuration of the present application;
FIG. 4 is an enlarged view of part A of FIG. 1, which mainly shows a schematic longitudinal sectional structure of the filter mesh tube;
FIG. 5 is a schematic view of the structure of a filter layer according to example 1 of the present application;
FIG. 6 is an enlarged view of the portion B in FIG. 1, mainly showing the structure of each waterproof layer and the partition overhead layer;
FIG. 7 is an enlarged view of the portion C of FIG. 1, which mainly shows a waterproof structure of a toilet door;
FIG. 8 is a block diagram of a construction method of the present application;
FIG. 9 is a schematic view of a first waterproof layer according to the present application;
FIG. 10 is a schematic structural diagram of the present application;
FIG. 11 is a schematic view showing the structure of a filter layer in example 2 of the present application;
FIG. 12 is a schematic structural view of a lower cushion block in embodiment 2 of the present application;
FIG. 13 is an enlarged view of the portion D in FIG. 11, which mainly shows the structure of the drainage hole;
fig. 14 is a schematic structural view of an upper cushion block in embodiment 2 of the present application.
Description of reference numerals: 1. a first waterproof layer; 2. a second waterproof layer; 3. a third water layer;
4. separating an overhead layer; 41. a filter layer; 411. a coarse pottery filter layer; 412. a coarse sand filter layer; 413. a fine sand layer; 414. a lower cushion block; 4141. a pillar; 4142. an inclined guide surface; 4143. a missing part; 415. an upper cushion block; 4151. trepanning; 4152. a card slot; 42. a support layer; 421. steel wire mesh; 422. glass fiber mesh cloth;
5. dredging the pipe; 51. a drain pipe;
6. filtering the network management; 61. a filter screen layer; 62. an installation part; 63. a reinforcing loop; 64. inclining the support rod;
71. a wallboard; 72. a base plate; 73. a threshold block; 731. an upper groove; 74. a water baffle; 75. a threshold waterproof layer; 8. finding a slope layer; 9. a first leveling layer; 10. and (5) decorating the brick.
Detailed Description
The present application is described in further detail below with reference to figures 1-14.
The embodiment of the application discloses bathroom waterproof construction.
The toilet comprises a bottom plate 72 and a wall plate 71, and a plurality of dredging pipes 5 are arranged in the toilet.
Referring to fig. 1, the waterproof structure of the toilet includes a first waterproof layer 1, a second waterproof layer 2, a third waterproof layer 3, and a partition overhead layer 4.
The first waterproof layer 1 is paved in an area with a connecting gap, wherein the area with the connecting gap comprises but is not limited to a connecting part of a bottom plate 72 and a wallboard 71, a connecting part of an adjacent wallboard 71, a connecting part of a drainage pipe 5 and the bottom plate 72, and a connecting part of the drainage pipe 5 and the wallboard 71; the first waterproof layer 1 includes polypropylene cloth.
And the second waterproof layer 2 is laid on the lower surface of the wallboard 71 and the upper surface of the bottom plate 72, and the edge of the second waterproof layer 2 is laminated on the edge of the first waterproof layer 1.
And a third water prevention layer 3 which is coated on the surface of the wallboard 71.
And the partition overhead layer 4 is positioned on the second waterproof layer 2 of the bottom plate 72, and the partition overhead layer 4 sequentially comprises a filter layer 41 and a support layer 42 from bottom to top.
The draining pipe 5 comprises a draining pipe 51 embedded in the bottom plate 72, and a water inlet of the draining pipe 51 is positioned below the filter layer 41.
Referring to fig. 2, multiple layers of staggered waterproof layers are laid in the area where the connection gap exists, so that the water can be effectively prevented from permeating into the wall body from the connection gap.
Referring to fig. 3 and 4, the water inlet of the drain pipe 51 is provided with the filter mesh pipe 6, and the axial height of the filter mesh pipe 6 is not greater than the height of the filter layer 41; the side wall and the top of the filter screen pipe 6 are both provided with a filter screen layer 61, the lower end of the filter screen pipe 6 extends downwards to be provided with an installation part 62, and the outer diameter of the installation part 62 is matched with the inner diameter of the water inlet of the drain pipe 51; the mounting portion 62 is fixedly mounted to the water inlet of the drain pipe 51 by hot pressing.
The lower part of the toilet provided with the first waterproof layer 1 and the second waterproof layer 2 forms a waterproof and drainage structure, and the water inlet of the drain pipe 51 is equivalent to the water outlet of the waterproof and drainage structure and is used for discharging water permeating into the lower part of the toilet from the water inlet of the drain pipe 51. The filter screen pipe 6 can be used to filter out impurities or particles entering the filter layer 41 and reduce the occurrence of blockage of the drain pipe 51.
Referring to fig. 3 and 4, the upper end of the filter screen pipe 6 is provided with a reinforcing ring 63, an inclined support rod 64 is installed outside the reinforcing ring 63, and the lower end surface of the inclined support rod 64 abuts against the upper surface of the second waterproof layer 2. The upper part of the filter screen pipe 6 is provided with a reinforcing ring 63, which can improve the bearing capacity of the filter screen pipe 6 and prolong the service life.
Referring to fig. 5, filter layer 41 includes, from bottom to top, coarse ceramic filter layer 411, coarse sand filter layer 412, and fine sand layer 413.
The filter layers 41 made of different materials and having different particle sizes can filter domestic drainage and water flow with impurities entering the filter layers 41, and reduce the possibility that the water with impurities enters the drain pipe 51 to block the drain pipe 51.
Referring to fig. 6, the support layer 42 is a concrete layer with a steel mesh 421 embedded in the middle.
The steel wire mesh 421 is mixed into the concrete layer, which can be used to enhance the bearing capacity of the support layer 42, and also can play a part of waterproof effect, and reduce more water liquid and the like from entering the filter layer 41.
A fiberglass mesh cloth 422 is arranged below the support layer 42. The glass fiber grid plate is arranged between the support layer 42 and the filter layer 41 to improve the bearing capacity of the support layer 42.
Referring to fig. 7, the toilet doorway is provided with a threshold block 73; a water baffle 74 is embedded below the threshold block 73, and an upper groove 731 corresponding to the upper end of the water baffle 74 is arranged below the threshold block 73; a threshold waterproof layer 75 is arranged between the water baffle 74 and the threshold block 73; the threshold waterproof layer 75 is integrally formed with the second waterproof layer 2. The water baffle 74 and the threshold waterproof layer 75 positioned at the lower part of the threshold block 73 can reduce the transmission of water vapor and water flow in a toilet to other adjacent spaces such as a living space or a working space.
The embodiment of the application further discloses a construction method of the toilet waterproof structure.
Referring to fig. 8, a construction method of a waterproof structure for a toilet includes S100 cleaning and leveling, S200 waterproof construction, S300 partition overhead layer 4 construction, and the like.
Referring to fig. 9, S100: cleaning and leveling, cleaning the bottom plate 72 and the wall plate 71, and paving the first leveling layer 9 on the surfaces of the bottom plate 72 and the wall plate 71 by using cement mortar.
Referring to fig. 8, S200: and (4) waterproof construction, which comprises the steps of S201 cleaning and coating, S202 line snapping, S203 first waterproof layer construction, S204 second waterproof layer construction, S205 third waterproof layer construction, S206 waterproof test and the like.
S201: cleaning and coating, cleaning the bottom plate 72 and the wall plate 71 of the toilet, coating a treating agent on the surfaces of the bottom plate 72 and the wall plate 71, and cleaning the dust on the first leveling layer 9, wherein the treating agent can be hydrosol.
S202: and snapping lines, namely snapping and drawing dividing lines at the position on the surface of the first leveling layer 9 according to design requirements or the actual specification of the waterproof coiled material.
Referring to fig. 9, S203: constructing a first waterproof layer 1, and paving polypropylene fabrics at the joint of the bottom plate 72 and the wallboard 71, the joint of the adjacent wallboard 71, the joint of the drainage pipe 5 and the bottom plate 72 and the joint of the drainage pipe 5 and the wallboard 71 by adopting polymer cement glue along position dividing lines to form the first waterproof layer 1; the end parts of adjacent polypropylene fabrics are superposed, and the paving sequence is as follows: the joint of the dredging pipe 5 and the wall plate 71, the joint of the adjacent wall plates 71, the joint of the dredging pipe 5 and the bottom plate 72 and the joint of the bottom plate 72 and the wall plates 71.
Referring to fig. 9, S204: constructing a second waterproof layer 2, paving waterproof coiled materials on the upper surface of the bottom plate 72 and the lower surface of the wallboard 71 along position dividing lines to form the second waterproof layer 2; performing edge pressing treatment between adjacent waterproof rolls; when the waterproof coiled materials corresponding to the dredging pipes 5 are laid and attached, through holes are reserved in the positions, corresponding to the dredging pipes 5, of the waterproof coiled materials, and the through holes are matched with the dredging pipes 5; the through hole is positioned in the middle of the corresponding waterproof coiled material; the through holes are formed by stamping, so that the influence on the waterproof effect caused by cracks existing in the waterproof coiled material positioned at the edges of the through holes is reduced.
After the waterproof coiled material is paved, the seam of the waterproof coiled material is subjected to edge sealing treatment, and the flowing adhesive is trowelled to form an adhesive tape.
Referring to fig. 2, S205: and (3) constructing a third waterproof layer 3, coating waterproof paint on the surface of the wallboard 71 to form the third waterproof layer 3, wherein the lower part of the third waterproof layer 3 is positioned on the inner side of the second waterproof layer 2 of the wallboard 71.
S206: and in the waterproof test, the waterproof performance of the waterproof layer is tested by adopting a water jet or water storage mode for the bottom plate 72 and the wall plate 71.
Referring to fig. 6, S300: and constructing the partition overhead layer 4, and paving the filter layer 41 and the support layer 42 on the second waterproof layer 2 of the bottom plate 72 from bottom to top in sequence. S300, construction of the isolated overhead layer 4 comprises S301 of installation of the filter screen pipe 6, S302 of laying of the filter layer 41 and S303 of laying of the support layer 42.
Referring to fig. 4, 9, S301: and (3) installing the filter net pipe 6, and paving a slope layer 8 on the second waterproof layer 2 positioned on the bottom plate 72 by adopting concrete mortar before installing the filter net pipe 6 to form a slope with the water inlet of the drain pipe 51 as the lowest end.
Then, cutting the drain pipe 51 positioned on the second waterproof layer 2 of the bottom plate 72 to ensure that the upper end surface of the drain pipe 51 is not higher than the upper surface of the through hole of the second waterproof layer 2; the lower end part of the filter screen pipe 6 is sleeved in the upper port of the drain pipe 51.
Referring to fig. 4, when the first waterproof layer 1 is constructed, the axial height of the drain pipe 51 is higher than the upper surface of the second waterproof layer 2, so that in order to make the filter mesh pipe 6 play a corresponding role, before the filter mesh pipe 6 is installed, the reserved drain pipe 51 needs to be cut off to be not higher than the upper surface of the second waterproof layer 2, so that the water liquid entering the second waterproof layer 2 is smoothly discharged from the drain pipe 51.
Referring to fig. 4, S302: the filter layer 41 is laid, and the filter layer 41 is laid on the second waterproof layer 2 of the bottom plate 72; the height of the filter layer 41 is higher than the axial height of the filter mesh tube 6.
Referring to fig. 6, S303: laying a support layer 42, laying a glass fiber mesh cloth 422 on the filter layer 41, pouring concrete on the glass fiber mesh cloth 422, and pressing a steel wire mesh 421 into the concrete before the concrete is not coagulated to form the support layer 42; the firmness of the supporting layer 42 is increased, and the stress of the poured concrete is ensured to be uniform.
Care is taken to lay the flatness of the upper surface of the support layer 42, according to design requirements.
Referring to fig. 10, S400: and (3) constructing a decorative layer, namely paving the decorative bricks 10 on the surface of the waterproof layer of the wallboard 71 and the surface of the supporting layer 42, and filling joints between the adjacent decorative bricks 10 by using waterproof sealant.
The implementation principle of the toilet waterproof structure and the construction method thereof in the embodiment of the application is as follows:
this application waterproof construction lays first waterproof layer 1 in bottom plate 72 and wallboard 71 junction, adjacent wallboard 71 junction, evacuation pipe 5 and bottom plate 72 junction, evacuation pipe 5 and wallboard 71 junction these areas that have the joint gap earlier, covers the joint gap that probably exists and shelters from, reduces the condition emergence of water liquid from each joint gap infiltration.
Then, the second waterproof layer 2 is laid on the upper surface of the bottom plate 72 and the lower surface of the wallboard 71, and the first waterproof layer 1 is covered between the second waterproof layer 2 and the wallboard 71 or between the second waterproof layer and the bottom plate 72, so that the normal waterproof requirement of the toilet is met, and the waterproof performance can be improved.
The third waterproof layer 3 is additionally arranged on the surface of the wall plate 71, so that the normal use that water mist, water vapor and the like in the toilet penetrate into adjacent areas through the wall plate 71 can be reduced, and the areas can be living or working spaces with higher environmental drying requirements than the toilet, such as bedrooms, offices, living rooms and the like.
During construction, according to design requirements, the first waterproof layer 1, the second waterproof layer 2 and the third waterproof layer 3 are constructed in sequence, and then the filter layer 41 and the support layer 42 are constructed on the second waterproof layer 2 positioned on the bottom plate 72.
Before the waterproof structure of the toilet is constructed, spatial data such as height, width and the like of the toilet can be collected firstly, and then a three-dimensional design model is established by adopting a BIM technology according to the collected spatial data and design requirements and is used for assisting the construction or design modification and the like of the waterproof structure of the toilet.
Example 2
The embodiment of the application discloses a toilet waterproof structure and a construction method.
Referring to fig. 11, the present embodiment is different from embodiment 1 in the structure of the filter layer 41 and the construction method of the filter layer 41.
Referring to FIG. 11, the filter layer 41 includes a lower pad 414 and an upper pad 415 that mate with each other. The lower mat 414 is laid on the second waterproof layer 2 on the bottom plate 72.
Referring to fig. 12, the lower pad 414 is provided with a support post 4141, and the joint between the lower pad 414 and the support post 4141 is provided with an inclined guide surface 4142; the radial cross section of the post 4141 is a regular hexagon. The post 4141 is coaxially disposed with the lower pad 414.
Referring to fig. 13, the lower cushion block 414 may have a cylindrical structure with a regular hexagonal radial interface; the adjacent side of the lower pad 414 has a notch 4143. When the lower spacer 414 is laid on the second waterproof layer 2 on the bottom plate 72, the notch 4143 of the adjacent lower spacer 414 forms a water diversion hole penetrating the lower spacer 414, and cooperates with the inclined guide surface 4142 of the lower spacer 414 to form a diversion structure, thereby improving the drainage efficiency.
Referring to fig. 11, the side surfaces of the lower pad 414 are disposed to be offset from the side surfaces of the support post 4141, and the connecting edges of each of the side surfaces of the support post 4141 are located on the same plane as the middle of the corresponding side surface of the lower pad 414. The lower blocks 414 and the struts 4141 thus constructed allow the upper blocks 415 to be staggered above adjacent lower blocks 414, which may improve the load bearing capacity of the filter layer 41.
Referring to FIG. 11, the upper pad 415 is matingly captured within the space between adjacent posts 4141, and the upper end surface of the upper pad 415 is not lower than the upper end surface of the posts 4141.
Referring to fig. 14, the upper cushion 415 is provided with a through hole 4151 in the middle, which has the same shape as the radial cross section of the pillar 4141, and the outer side of the upper cushion 415 is provided with a slot 4152 adapted to the shape of the pillar 4141. When the upper cushion block 415 is laid, the sleeve holes 4151 of the upper cushion block 415 are directly sleeved on the support columns 4141, additional positioning is not needed, the support columns 4141 on different lower cushion blocks 414 can be kept at intervals better, and the stability of the filter layer 41 is improved.
Referring to fig. 12, the inclined guide surface 4142 between the lower pad 414 and the post 4141 allows for clearance for drainage after the lower pad 414 is matingly installed with the upper pad 415. The upper cushion 415 is matched and clamped on the pillar 4141 of the lower cushion 414, so that a spatial structure capable of draining water can be formed by filtering, and the upper cushion 415 can limit the adjacent lower cushions 414 to turn over after being subjected to top pressure, so that the lower cushion 414 and the upper cushion 415 are stably installed.
The axial height of the sleeve hole 4151 is not less than the axial height of the support post 4141, so that the upper end surface of the support post 4141 is prevented from being exposed on the upper surface of the upper cushion block 415, and the flatness of the upper surface of the filter layer 41 is prevented from being influenced.
In use, the axial height difference of the post 4141 relative to the sleeve hole 4151 may be selected based on the actual situation. The axial height of the post 4141 is selected to be the same as the axial height of the pocket 4151 to maintain a flat upper surface of the filter layer 41 during placement of the upper pad 415. The axial height of the support posts 4141 is selected to be less than the axial height of the sleeve holes 4151 to provide a tight attachment of the filter layer 41 to the support layer 42 for the next construction step. And also facilitates the laying and positioning of the glass fiber mesh cloth 422 between the support layer 42 and the filter layer 41.
During construction of the filter layer 41, the lower cushion blocks 414 are sequentially laid from one side close to the doorway to the other side, and during the laying process, the cut lower cushion blocks 414 are used for filling remaining spaces between the lower cushion blocks 414 and the wall plate 71, in which the whole lower cushion blocks 414 cannot be installed, or coarse ceramic particles can be filled in the remaining spaces, and the height of the coarse ceramic particles is not higher than that of the lower cushion blocks 414.
After the lower cushion block 414 is laid, the upper cushion blocks 415 are sequentially sleeved on the lower cushion block 414, the cut upper cushion blocks 415 are used for filling the area where the whole upper cushion block 415 cannot be laid in the laying process, and the upper surface of the upper cushion block 415 is smooth when the upper cushion block is laid.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (8)

1. A waterproof structure of a toilet comprises a bottom plate (72) and a wall plate (71), wherein a plurality of sparse rows of tubes (5) are arranged in the toilet; the method is characterized in that: the waterproof structure includes:
the first waterproof layer (1) is paved in an area with a connecting gap; the first waterproof layer (1) comprises polypropylene fabric;
the second waterproof layer (2) is laid on the lower surface of the wallboard (71) and the upper surface of the bottom plate (72), and the edge of the second waterproof layer (2) is laminated on the edge of the first waterproof layer (1);
a third water-proofing layer (3) which is coated on the surface of the wallboard (71); and
the partition overhead layer (4) is positioned on the second waterproof layer (2) of the bottom plate (72), and the partition overhead layer (4) sequentially comprises a filter layer (41) and a support layer (42) from bottom to top;
the draining pipe (5) comprises a draining pipe (51) pre-embedded in the bottom plate (72), and a water inlet of the draining pipe (51) is positioned below the filtering layer (41);
a filter net pipe (6) is arranged at a water inlet of the drain pipe (51), and the axial height of the filter net pipe (6) is not more than the height of the filter layer (41); the side wall and the top of the filter screen pipe (6) are both provided with a filter screen layer (61), the lower end of the filter screen pipe (6) extends downwards to form an installation part (62), and the outer diameter of the installation part (62) is matched with the inner diameter of a water inlet of the drain pipe (51); the upper end of the filter screen pipe (6) is provided with a reinforcing ring (63), an inclined support rod (64) is installed on the outer side of the reinforcing ring (63), and the lower end face of the inclined support rod (64) is abutted against the upper surface of the second waterproof layer (2).
2. The waterproof structure of a toilet according to claim 1, wherein: the filter layer (41) comprises a lower cushion block (414) and an upper cushion block (415) which are matched with each other; the lower cushion block (414) is paved on the second waterproof layer (2) positioned on the bottom plate (72);
a support column (4141) is arranged on the lower cushion block (414), and an inclined guide surface (4142) is arranged at the joint of the lower cushion block (414) and the support column (4141);
the upper cushion block (415) is matched and clamped in the interval between the adjacent support columns (4141), and the upper end face of the upper cushion block (415) is not lower than the upper end face of the support column (4141).
3. The waterproof structure of a toilet according to claim 1, wherein: the filter layer (41) comprises a coarse ceramic filter layer (411), a coarse sand filter layer (412) and a fine sand layer (413) from bottom to top.
4. The waterproof structure of a toilet according to claim 1, wherein: the supporting layer (42) is a concrete layer with a steel wire mesh (421) embedded in the middle.
5. The waterproof structure for a toilet according to claim 4, wherein: and a glass fiber mesh cloth (422) is arranged below the supporting layer (42).
6. The waterproof structure of a toilet according to claim 1, wherein: a threshold block (73) is arranged at the toilet door; a water baffle (74) is embedded below the threshold block (73), and an upper groove (731) corresponding to the upper end of the water baffle (74) is arranged below the threshold block (73); a doorsill waterproof layer (75) is arranged between the water baffle and the doorsill block (73); the threshold waterproof layer (75) and the second waterproof layer (2) are integrally formed.
7. A construction method of the waterproof structure of the toilet according to any one of claims 1 to 6, comprising:
s100: cleaning and leveling, cleaning the base plate (72) and the wall plate (71), and paving a first leveling layer (9) on the surfaces of the base plate (72) and the wall plate (71) by using cement mortar;
s200: waterproof construction, including:
s201: cleaning and coating, cleaning a bottom plate (72) and a wall plate (71) of a toilet, coating a treating agent on the surfaces of the bottom plate (72) and the wall plate (71), and cleaning dust of a first leveling layer (9);
s202: snapping lines, namely dividing lines at the snapping positions on the surface of the first leveling layer (9);
s203: constructing a first waterproof layer, namely paving polypropylene fabrics at the joint of the bottom plate (72) and the wallboard (71), the joint of the adjacent wallboard (71), the joint of the drainage pipe (5) and the bottom plate (72) and the joint of the drainage pipe (5) and the wallboard (71) along position dividing lines to form a first waterproof layer (1); the ends of adjacent polypropylene fabrics are overlapped;
s204: constructing a second waterproof layer, namely paving waterproof coiled materials on the upper surface of the bottom plate (72) and the lower surface of the wallboard (71) along position dividing lines to form a second waterproof layer (2); performing edge pressing treatment between adjacent waterproof rolls;
s205: constructing a third waterproof layer, namely coating waterproof paint on the surface of the wallboard (71) to form the third waterproof layer (3), wherein the lower part of the third waterproof layer (3) is positioned on the inner side of the second waterproof layer (2) of the wallboard (71);
s300: and (3) constructing the partition overhead layer, namely paving a filter layer (41) and a support layer (42) on the second waterproof layer (2) of the bottom plate (72) from bottom to top in sequence.
8. The construction method according to claim 7, wherein: s300 cuts off the construction of the overhead layer, include:
s301: installing a filter screen pipe, and cutting a drain pipe (51) positioned on the second waterproof layer (2) of the bottom plate (72) to ensure that the upper end surface of the drain pipe (51) is not higher than the upper surface of the through hole of the second waterproof layer (2); the lower end part of the filter screen pipe (6) is sleeved in the upper port of the drain pipe (51);
s302: a filter layer is laid, and a filter layer (41) is laid on the second waterproof layer (2) of the bottom plate (72); the height of the filter layer (41) is higher than the axial height of the filter mesh pipe (6);
s303: and laying a support layer, namely laying glass fiber mesh cloth (422) on the filter layer (41), pouring concrete in the glass fiber mesh cloth (422), and pressing a steel wire mesh (421) into the concrete before the concrete is not condensed to form the support layer (42).
CN202010984364.3A 2020-09-18 2020-09-18 Toilet waterproof structure and construction method thereof Active CN112081254B (en)

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CN113006411A (en) * 2021-02-24 2021-06-22 无锡市东方雨虹防水工程有限公司 Waterproof and moistureproof structure for kitchen of wooden house toilet and construction method thereof

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CN106759955A (en) * 2016-11-14 2017-05-31 东方雨虹民用建材有限责任公司 The construction method of waterproof system is laid in a kind of toilet and toilet with waterproof system
CN108193856A (en) * 2018-01-05 2018-06-22 浙江蓝城联合装饰工程有限公司 A kind of construction technology of subsided rest room
CN208293791U (en) * 2018-06-14 2018-12-28 成都益鸟科技有限公司 A kind of water blocking waterproof construction for accomodation ground
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