CN209323719U - Toilet antiseep system - Google Patents
Toilet antiseep system Download PDFInfo
- Publication number
- CN209323719U CN209323719U CN201822146638.2U CN201822146638U CN209323719U CN 209323719 U CN209323719 U CN 209323719U CN 201822146638 U CN201822146638 U CN 201822146638U CN 209323719 U CN209323719 U CN 209323719U
- Authority
- CN
- China
- Prior art keywords
- waterproof
- sealing casing
- layer
- toilet
- bottom plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a kind of toilet antiseep systems, it includes Flow guiding structure, waterproof layer sewerage system and assures partition wall;Flow guiding structure includes bottom plate and vertical plate, and bottom plate and vertical plate surface are successively arranged sloping layer, waterproof layer and waterproof protective layer;It assures partition wall to be set on bottom plate, bottom plate upper area is divided into back filled region and drainage area, drainage area is equipped with catch basin;Waterproof layer sewerage system includes sealing casing and soil stack in communication, and sealing casing is set in catch basin, waterproof layer is involved in sealing casing.Slope is looked for sealing casing by sloping layer, water flow is discharged to water-baffling sleeve manifold collection under the effect of gravity, waterproof layer also acts the effect of water conservancy diversion, draining during this, it is not single that lower seep only is obstructed by intermolecular compactness, toilet antiseep is reduced to the dependence of waterproof, the secondary waterproof after can no longer being backfilled, the especially metope at the place of assuring no longer carries out secondary waterproof, reduce the workload of waterproof construction, reduces overall cost.
Description
Technical field
The utility model belongs to interior decoration engineering field, is related to a kind of toilet antiseep system.
Background technique
When decorating indoors, seepage in toilet is a very common engineering journey quality problems, administer get up it is very complicated, and
And treatment cost (time cost and fund cost) cost is very high.
Current toilet Construction Technology of Leakage Prevention in Highway is all to be connected toilet wall ground using wall ground waterproof layer is attached to
It is connected into the separation layer for one similar to " chamber wall ", ceramic tile surface water below will be leaked into and be accumulated in separation layer, by anti-
The intermolecular compactness barrier of water layer is lower to seep, and is the way of a kind of " stifled ", waterproof effect directly affects antiseep effect, to waterproof
The work progress of material and waterproof layer has very high requirement.And due to the limitation of decorative engineering construction condition, waterproof layer
Quality is often difficult to comply with one's wishes, furthermore the reasons such as aging of waterproof material, and waterproof layer is difficult to keep the anticipation function of complete separation layer,
It often results in accomodation ground and there is very big hidden leakage defect.
Utility model content
The purpose of this utility model is that in view of the deficiencies of the prior art, providing one kind can reduce toilet antiseepage
Leak the system to waterproof layer dependence.
This toilet antiseep system provided by the utility model, it include Flow guiding structure, waterproof layer sewerage system and
Assure partition wall;Flow guiding structure includes bottom plate and vertical plate, and bottom plate and vertical plate surface are successively arranged sloping layer, waterproof layer and waterproofing protection
Layer;It assures partition wall to be set on bottom plate, assuring between partition wall and vertical plate and corresponding to bottom plate upper area is drainage area, and drainage area is equipped with
Catch basin;Waterproof layer sewerage system includes sealing casing and drainpipe in communication, and sealing casing is set in catch basin, is anti-
Water layer is involved in sealing casing.
The catch basin preset drop plate when being along bottom plate casting, is located at drainage area center.
The sealing casing is cylindrical type pipe, has water-proof wing, middle part to have positioning convex ring, its inner wall to have socket joint at the top of outer wall
Ring, mouth is concordant with floor bottom under sealing casing, and upper and lower opening is embedded in concrete respectively, forms jointless structure.
The bottom end socket joint of the sealing casing has pvc pipe, and pvc pipe is connected to by connecting pipe with the drainpipe.
The sloping layer looks for slope 1% to the sealing casing.
Sand forms permeable seam in loading in brickwork joint between two wall bricks for assuring partition wall bottom.
Two wall bricks for assuring partition wall bottom and the middle sand at this are coated with nylon wire.
The utility model looks for slope to sealing casing by sloping layer, and sealing casing is made to be in the minimum point of entire back filled region,
Water flow will be discharged under the effect of gravity to water-baffling sleeve manifold collection, and by soil stack, and waterproof layer, which also acts, during this leads
Stream, the effect drained, it is not single that lower infiltration is only obstructed by intermolecular compactness, largely reduce toilet antiseep pair
The dependence of waterproof, the secondary waterproof after can no longer being backfilled, the especially metope at the place of assuring no longer carry out secondary waterproof,
A waterproof need to will be only carried out, easy construction reduces the workload of waterproof construction, reduces overall cost.
Detailed description of the invention
Fig. 1 is the use state diagram of one preferred embodiment of the utility model.
Fig. 2 is the enlarged diagram in Fig. 1 at C.
Fig. 3 is the enlarged diagram that Fig. 1 stops jacket pipe.
Illustrate serial number:
1-Flow guiding structure, 11-bottom plates, 12-vertical plates, 13-sloping layers, 14-waterproof layers, 15-waterproof protective layers;
2-assure partition wall, 21-wall bricks, 22-middle sand mortars, 23-nylon wires, 24-cement mortar;
3-sealing casings, 31-water-proof wings, 32-positioning convex rings, 33-socket joint rings;
4-drainpipes;
7-pervious beds;8-backfill layers;9-screeds;01-finish coat.
A-back filled region, B-drainage area.
Specific embodiment
As shown in Figure 1, this toilet antiseep system provided by the utility model, it include Flow guiding structure 1, assure every
Wall 2 and waterproof layer sewerage system, waterproof layer sewerage system include that sealing casing 3 and drainpipe 4 in communication form.
Flow guiding structure 1 includes bottom plate 11 and vertical plate 12, is successively spread from inside to outside outside the bottom interior wall of bottom plate and vertical plate
Equipped with sloping layer 13, waterproof layer 14 and waterproof protective layer 15;Partition wall 2 is assured to be set on waterproof slab protective layer and vertical plate
In parallel, bottom plate upper area is divided into back filled region A and drainage area B by vertical plate.
Drainage area is corresponded in the entity of bottom plate 11 equipped with catch basin, is generally located on drainage area center, has with periphery
Sealing casing 3 is arranged in 30mm drop, the groove center that catchments, and it is to be arranged together that catch basin, which is poured with sealing casing in structure floor,.
As shown in Fig. 2, assuring in the brickwork joint between two skin wall bricks 21 of 2 bottom of partition wall, the conduct of sand 22 is permeable in filling
Seam, and it is coated with nylon wire 23 in the two skin wall bricks and the middle sand at this for assuring partition wall bottom, in order to prevent sand
Loss.When permeable: under the effect of gravity, hydrone can be become Free water through sand layer, so that water flow be allowed to arrange as early as possible
To waterproof layer surface.In back filled region, sand pervious bed in cleaning is arranged between backfill layer and waterproof protective layer, can achieve for we
This effect.Middle sand selects clean, the middle sand of uniform particle sizes, and sand has good water penetration in cleaning, gravity can
Quickly to seep water flow down, and good static stability is kept in the case where static pressure and little water velocity.
As shown in figure 3, sealing casing 3 is the cylindrical type pipe fitting of special PVC quality, have at the top of outer wall water-proof wing 31,
There is a positioning convex ring 32 at middle part, and socket joint ring 33 arranged at inner wall bottom, and sealing sleeve pipe pre-embedding is at the corresponding blind slot of catchmenting of floor and periphery
Concrete one-pass molding, seamless connection;The presence of water-proof wing will greatly improve reliability of the sealing casing in conjunction with structure;It is interior
Wall socket joint ring is PCV pipe package size, and the drainpipe 4 of socket joint mouth under sealing casing to commonly use hard plastic tube, and passes through 90 degree
Elbow, the pipe fittings such as 45 degree of threeways, is connected in soil stack.Sloping layer 13, waterproof layer 14 and waterproof protective layer 15 be laid with to
In the inner wall of sealing cannula tip, to guarantee water conservancy diversion, drainage effect.
As shown in Figure 1, being successively arranged pervious bed 5, backfill layer 6, mortar adhered layer 7 and facing on waterproof protective layer 15
Layer 8.
In construction, carry out as follows:
The first step, catch basin and sealing casing one-pass molding
Formwork assembling reinforcement --- installation sealing casing --- casting floor
Floor bar is bound in the template set up, in suitable position (it is recommended that apart from soil stack reserved location
250mm or more) 200*200 catch basin is set, catch basin is located at the minimum point of entire Flow guiding structure, has 30mm drop compared with periphery,
Sealing casing is arranged in the groove center that catchments, and sealing cannula portion position disconnects the dowel that should be arranged of reinforcing bar, and sealing casing uses transparent adhesive tape up and down
Band blocks, and prevents mud from pouring into;
It should be noted and vibrate during casting floor, and control sealing casing to be displaced, market value can be with structure surely by knot
It closes, one-pass molding.
Second step, supplying drainage installation, sealing casing connection soil stack;
Supplying drainage is laid in place according to water supply and drainage construction figure.The socket joint ring of mouth is cleaned out under sealing casing, is smeared
The PVC straight tube of one section of 100mm long is connected after PVC glue, then PVC straight tube is connected in soil stack by elbow and threeway.
Third step, Flow guiding structure construction
--- waterproof sloping layer construction --- construction of waterproof layer --- water-storing test --- waterproof that sealing casing is suitable for reading to be cut flat with
Protective layer;
It cuts flat with concordant to ground by sealing casing is suitable for reading before waterproof construction, is that minimum point progress waterproof is looked for using sealing casing
Slope layer construction, sloping layer slope 1%, the foot of a wall smear into splayfoot, and when carrying out construction of waterproof layer, waterproof layer need to be involved in sealing casing
It is interior, waterproof protective layer is carried out after waterproof layer water storage is qualified.
4th step assures partition wall masonry;
It is built on waterproof protective layer and assures partition wall, selection standard brick masonry is assured, and wall is assured before masonry is assured
And mouth under sealing casing is connect with soil stack;When masonry is assured, it is preferable that the brickwork joint of most lower two rows of bricks is arranged to water penetration
Middle sand, permeable using brickwork joint, and coated with nylon wire, sand is lost when preventing water velocity excessive.
5th step, back filled region construction;
In back filled region waterproof protective layer with sand bottoming in upper berth 100mm cleaning, stable pervious bed is formed, sand is utilized
Water penetration Quick drainage.It to be compacted after the completion of pervious bed construction, punching can be carried out by the way of infusing hydrostatic in fact, is prevented because of filling
It is not firm that upper layer is caused to settle;
After being parched to pervious bed, foamed concrete of constructing.
6th step carries out face brick construction, and floor tile is using floor drain as minimum point slope 1%.
Sealing casing is arranged by the lowest part in waterproof layer in the utility model, by the waterproof gradient by the surface of waterproof layer
Water flow collect in that sealing casing is suitable for reading, then pass through the special tectonic of sealing casing, the water flow of waterproof layer be seamlessly connected common
Drainpipe system.By water conservancy diversion, drain function, the water of waterproof layer surface is drained, toilet is also just largely reduced
Antiseep is to the dependence of waterproof, secondary waterproof after can no longer being backfilled, and the especially metope at the place of assuring no longer carries out
Secondary waterproof only need to will carry out a waterproof, reduce the workload of waterproof construction.
Using this set system, easy construction, strong operability, and construction times are few, and work efficiency is high, and action is reduced,
Whole synthesis cost decreases, and is worthy to be popularized.
Claims (7)
1. a kind of toilet antiseep system, it is characterised in that: it include Flow guiding structure, waterproof layer sewerage system and assure every
Wall;Flow guiding structure includes bottom plate and vertical plate, and bottom plate and vertical plate surface are successively arranged sloping layer, waterproof layer and waterproof protective layer;Packet
Pipe partition wall is set on bottom plate, and assuring between partition wall and vertical plate and corresponding to bottom plate upper area is drainage area, and drainage area, which is equipped with, catchments
Slot;Waterproof layer sewerage system includes sealing casing and drainpipe in communication, and sealing casing is set in catch basin, waterproof layer
It is involved in sealing casing.
2. antiseep system in toilet as described in claim 1, it is characterised in that: the catch basin is to be poured along the bottom plate
When preset drop plate, be located at drainage area center.
3. antiseep system in toilet as claimed in claim 2, it is characterised in that: the sealing casing is cylindrical type pipe,
There are water-proof wing, middle part to there is positioning convex ring, its inner wall to have socket joint ring at the top of outer wall, mouth is concordant with floor bottom under sealing casing, up and down
Mouth in concrete, forms jointless structure respectively.
4. antiseep system in toilet as claimed in claim 3, it is characterised in that: the bottom end socket joint of the sealing casing has
Pvc pipe, pvc pipe are connected to by connecting pipe with the drainpipe.
5. antiseep system in toilet as described in claim 1, it is characterised in that: the sloping layer is looked for the sealing casing
Slope 1%.
6. antiseep system in toilet as described in claim 1, it is characterised in that: two walls for assuring partition wall bottom
Sand forms permeable seam in loading in brickwork joint between brick.
7. antiseep system in toilet as claimed in claim 6, it is characterised in that: two walls for assuring partition wall bottom
Brick and the middle sand at this are coated with nylon wire.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201822146638.2U CN209323719U (en) | 2018-12-20 | 2018-12-20 | Toilet antiseep system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201822146638.2U CN209323719U (en) | 2018-12-20 | 2018-12-20 | Toilet antiseep system |
Publications (1)
Publication Number | Publication Date |
---|---|
CN209323719U true CN209323719U (en) | 2019-08-30 |
Family
ID=67727806
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201822146638.2U Active CN209323719U (en) | 2018-12-20 | 2018-12-20 | Toilet antiseep system |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN209323719U (en) |
-
2018
- 2018-12-20 CN CN201822146638.2U patent/CN209323719U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201695408U (en) | Basement baseplate integrating water-proofing and drainage functions | |
CN208981531U (en) | A kind of prefabricated assembled parapet connection structure | |
CN112832279B (en) | Waterproof structure and method for dewatering well of underground foundation pit | |
CN209669902U (en) | Basic catch pit infiltration drainage system | |
CN105019919A (en) | Tunnel for transmitting fluid and construction method thereof | |
CN101694100A (en) | Waterproof construction of basement soleplate and construction method thereof | |
CN107012893A (en) | A kind of basement bottom wall board post poured band waterproof construction and its construction method | |
CN105178342B (en) | Precipitation well casing and method for blocking reserved hole of foundation pit through precipitation well casing | |
CN208235554U (en) | A kind of installation of pressure-bearing dewatering well and plugging device | |
CN107882124A (en) | Toilet | |
CN209323719U (en) | Toilet antiseep system | |
CN104278717A (en) | Waterproof and drainage structure of sunken toilet | |
CN201901933U (en) | Seeper discharge device | |
CN106320502A (en) | Seepage-proofing compound floor drain and construction method thereof | |
CN102900144A (en) | Undermining floor drain automatic drainage structure capable of preventing leakage of toilet | |
CN207331931U (en) | A kind of water seepage prevention floor drain | |
CN204827469U (en) | A tunnel for transmission fluid | |
CN106638710A (en) | New and old underground building joint construction seam waterproof processing technology | |
CN202882098U (en) | In-pit floor drain automatic drainage structure capable of preventing toilet from leaking | |
CN207499071U (en) | toilet | |
CN103835421B (en) | Leakage-proof floor and anti-seepage construction method | |
CN109024645A (en) | Integrated water-stop curtain, sponge city water cycle system and method | |
CN211646670U (en) | Floor drain waterproof structure | |
CN207499072U (en) | toilet | |
CN207295866U (en) | Caisson of toilet secondary drainage system |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |