CN217175495U - Dry-wet area ground laying structure - Google Patents

Dry-wet area ground laying structure Download PDF

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Publication number
CN217175495U
CN217175495U CN202123432335.5U CN202123432335U CN217175495U CN 217175495 U CN217175495 U CN 217175495U CN 202123432335 U CN202123432335 U CN 202123432335U CN 217175495 U CN217175495 U CN 217175495U
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layer
wet
dry
waterproof layer
laying
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CN202123432335.5U
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孟焱
帖国庆
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Shaanxi Dayang Liheng Decoration Co ltd
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Shaanxi Dayang Liheng Decoration Co ltd
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    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00—Adapting or protecting infrastructure or their operation
    • Y02A30/60—Planning or developing urban green infrastructure

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Abstract

The utility model relates to a wet district ground laying structure futilely belongs to the ground laying structure field, and it includes that the dry district lays the layer, cuts off the layer and the layer is laid to wet district, cuts off the layer and is the steel waterstop, and the layer is laid to the dry district and the layer is laid to wet district layer soil and is laid, and the layer is laid to the dry district and the layer is laid to wet district all is located between former building ground and the ceramic tile, and the steel waterstop is located the dry district and lays the layer and the wet district is laid between the layer and is connected with the ceramic tile. This application has the effect in the layer is laid to the difficult infiltration dry district of water that makes wet district layer of laying.

Description

Dry-wet area ground laying structure
Technical Field
The application relates to the field of ground laying structures, in particular to a ground laying structure in a dry-wet area.
Background
Basically, each household in the building is provided with a bathroom, therefore, the nearby ground needs to be paved with a waterproof structure, the corresponding ground in the dry and wet area can be paved with a corresponding waterproof layer at present, but the longer the residence time is, the more easily the water in the wet area permeates into the dry area, and therefore, the waterproof performance between the dry and wet areas is to be further improved.
SUMMERY OF THE UTILITY MODEL
In the dry district for the difficult infiltration of water in messenger's wet district, this application provides a structure is laid on dry wet district ground.
The application provides a pair of wet and dry district ground laying structure adopts following technical scheme:
the utility model provides a wet district ground laying structure futilely, includes that the layer is laid to the dry district, cuts off the layer and the layer is laid to the wet district, cuts off the layer and is the steel waterstop, the layer is laid to the dry district and the layer is laid to the wet district soil and lays, the layer is laid to the dry district with the layer is laid to the wet district all is located between former building ground and the ceramic tile, the steel waterstop is located the layer is laid to the dry district and the layer is laid to the wet district and between and be connected with the ceramic tile.
Through adopting above-mentioned technical scheme, the steel waterstop effectively reduces the water infiltration in the wet district layer of laying and lays the possibility in the layer in the dry district.
Optionally, a placing groove is formed in the side wall, close to the steel water stop, of the floor tile, and the top of the steel water stop is located in the placing groove.
Through adopting above-mentioned technical scheme, arrange the steel waterstop in the standing groove, help making the water in the wet district layer of laying difficult gap infiltration dry district layer of laying through between steel waterstop and the ceramic tile.
Optionally, a sealing element is fixedly connected to the inner wall of the placement groove.
Through adopting above-mentioned technical scheme, the sealing member can further seal the gap of standing groove, makes the water in the wet district layer of laying difficult gap infiltration dry district layer of laying through between steel waterstop and the ceramic tile.
Optionally, the sealing member is a silica gel pad, and the silica gel pad is attached to the inner side wall of the placing groove.
By adopting the technical scheme, the silica gel pad is convenient to take materials and is beneficial to large-batch application.
Optionally, the steel waterstop is located in the dry zone pavement layer.
Through adopting above-mentioned technical scheme, the structure that the layer was laid in the dry district becomes the first protective screen of separation infiltration, plays the effect that the layer infiltration was laid in the wet district of preliminary separation, even during the layer was laid in the water infiltration dry district in the layer was laid in the wet district, the steel waterstop can become the second protective screen of separation infiltration, makes water can not deepen the infiltration and lay the layer in the dry district.
Optionally, the dry area paving layer comprises a first leveling layer, a first primary waterproof layer and a first secondary waterproof layer, and the first leveling layer, the first primary waterproof layer and the first secondary waterproof layer are sequentially paved from the original structure ground to the direction of the floor tile.
Through adopting above-mentioned technical scheme, first screed-coat, first primary waterproof layer and first secondary waterproof layer combined action help improving the effect that layer was laid in dry district and is blocked water.
Optionally, the wet area laying layer comprises a second leveling layer, a second primary waterproof layer and a second secondary waterproof layer, wherein the second leveling layer, the second primary waterproof layer and the second secondary waterproof layer are sequentially located below the first leveling layer, the first primary waterproof layer and the first secondary waterproof layer.
By adopting the technical scheme, water in the wet area pavement layer is not easy to overflow the dry area pavement layer, and the anti-permeability performance of the dry area pavement layer is improved.
Optionally, a heat-insulating layer and a pipe laying layer are arranged between the first primary waterproof layer and the first secondary waterproof layer, the heat-insulating layer is in contact with the first primary waterproof layer, and the geothermal pipe is embedded in the pipe laying layer.
By adopting the technical scheme, the geothermal pipe is embedded in the pipe laying layer, so that the connection stability of the geothermal pipe is facilitated, and the heat preservation layer is helpful for improving the heat preservation performance of the whole dry area laying layer.
To sum up, the application comprises the following beneficial technical effects:
1. the steel water stop belt is arranged between the dry-area laying layer and the wet-area laying layer, so that the possibility that water in the wet-area laying layer permeates into the dry-area laying layer can be effectively reduced;
2. the steel water stop is placed in the placing groove, so that the possibility that water in the wet area pavement layer permeates into the dry area pavement layer through a gap between the steel water stop and the floor tile is reduced;
3. through making the layer of laying in dry district wholly be higher than the layer of laying in wet district, make the water in the layer of laying in wet district be difficult for not crossing the layer of laying in dry district, and then improve the impervious performance of whole layer of laying in dry district.
Drawings
FIG. 1 is a cross-sectional view of a wet and dry land paving structure according to an embodiment of the present disclosure;
fig. 2 is an enlarged view of a portion a of fig. 1.
Description of reference numerals: 1. laying a layer in a dry area; 11. a first leveling layer; 12. a first primary waterproof layer; 13. a first secondary waterproof layer; 2. a steel water stop; 3. laying a layer in a wet area; 31. a second leveling layer; 32. a second primary waterproof layer; 33. a second secondary waterproof layer; 4. the original building ground; 41. a cement self-leveling interface agent; 42. light aggregate; 5. floor tiles; 51. fine stone concrete; 52. a cement mortar binder; 53. a vegetarian cement paste; 6. a placement groove; 7. a seal member; 8. a heat-insulating layer; 9. laying a layer on the pipe; 10. geothermal pipe.
Detailed Description
The present application is described in further detail below with reference to figures 1-2.
The embodiment of the application discloses wet and dry district ground laying structure. Referring to fig. 1, wet-dry district ground laying structure includes that the layer is laid to the dry district, cuts off the layer and the layer is laid to the wet district, cuts off the layer and is the steel waterstop, and the layer is laid to the dry district and the layer is laid to the wet district and borders on laying, and the layer is laid to the dry district and the layer is laid to the wet district all to be located between former building ground and the ceramic tile, and the layer is laid to the vertical dry district that is located of steel waterstop water. The steel waterstop can play the performance of separation infiltration, makes the difficult infiltration of water in the wet district layer of laying to the layer of laying of dry district, makes the layer of laying of dry district and the layer of laying of wet district difficult mutual interference.
With reference to fig. 1 and 2, the dry area laying layer and the wet area laying layer are bordered, the steel water stop is located the dry area laying layer, the floor tile is close to the side wall of the steel water stop and is provided with a placing groove, the inner wall fixedly connected with sealing element of the placing groove is a silica gel pad, the silica gel pad is bonded on the inner side wall of the placing groove and is attached to the inner wall of the placing groove, and the top end of the steel water stop is located in the placing groove and is attached to the side wall of the silica gel pad. The sealing member plays the effect of further sealed standing groove gap, makes during the wet district lays the layer that the water in the layer is difficult for the dry district through the gap infiltration between steel waterstop and the ceramic tile and lays the layer, lets dry district lay the layer and wet district lay the layer and do not influence each other, and at this in-process, layer and steel waterstop interact are laid to dry district, help the high-efficient effect that improves whole dry and wet district ground laying structure and hinder the infiltration.
Referring to fig. 1 and 2, the dry area paving layer includes a first leveling layer, a first primary waterproof layer and a first secondary waterproof layer, and the first leveling layer, the first primary waterproof layer and the first secondary waterproof layer are sequentially paved from the original structure ground to the direction of the floor tile. And cement mortar is filled in the first leveling layer, plain cement paste is filled in the first primary waterproof layer, and plain cement is filled in the first secondary waterproof layer. The standing groove is also reserved to the roof of first primary waterproof layer, and the inner wall bonding sealing member of this standing groove, the bottom of steel waterstop are arranged in the standing groove in the first primary waterproof layer. The wet area laying layer comprises a second leveling layer, a second primary waterproof layer and a second secondary waterproof layer, and the second leveling layer, the second primary waterproof layer and the second secondary waterproof layer are sequentially located below the first leveling layer, the first primary waterproof layer and the first secondary waterproof layer. And cement mortar is filled in the second leveling layer, plain cement paste is filled in the primary waterproof layer, and plain cement is filled in the secondary waterproof layer. The cement self-leveling interface agent and the light aggregate are sequentially paved on the ground of the original structure, and the first sequential waterproof layer and the second primary waterproof layer are paved on the top of the light aggregate.
The water in the wet area laying layer is not easy to overflow the dry area laying layer, the anti-permeability performance of the dry area laying layer is improved, and the cement mortar, the plain cement slurry and the plain ash are used in combination, so that the possibility of water seepage between the dry area laying layer and the wet area laying layer can be greatly reduced.
As shown in fig. 1, a heat-insulating layer and a pipe laying layer are arranged between the first primary waterproof layer and the first secondary waterproof layer, the heat-insulating layer is bordered by the first primary waterproof layer, foam mortar is filled in the heat-insulating layer, pea concrete is filled in the pipe laying layer, and a geothermal pipe is buried in the pipe laying layer. The heat-insulating layer and the pipe laying layer in the wet area laying layer are also sequentially laid between the second sequential waterproof layer and the second two waterproof layers from bottom to top. The density of pea stone concrete is higher and the outward appearance is smooth, can fully fill in the periphery at geothermol power tubular product, makes geothermol power tubular product fixed firm and help making geothermol power tubular product be difficult for being damaged by material on every side, and the heat preservation can effectively play the heat preservation performance, makes whole wet district lay the layer and dry area lay the layer and keep warm more.
In addition, as shown in fig. 1, fine aggregate concrete, cement mortar binder and plain cement paste are sequentially laid between the floor tile and the first secondary waterproof layer and in front of the second secondary waterproof layer from bottom to top, and the interaction of the fine aggregate concrete, the cement mortar binder and the plain cement paste is beneficial to improving the bonding performance between the floor tile and the bottom layer material, so that the floor tile is not easy to move and damage.
The implementation principle of the wet and dry area ground laying structure is as follows: firstly, arranging a placing groove on the bottom wall of the floor tile, bonding a sealing element in the placing groove, and then sequentially paving a cement self-leveling interface agent and light aggregate above the ground of the original structure, wherein the paving thickness of the cement self-leveling interface agent and the light aggregate in a dry area paving layer is the same as that of the cement self-leveling interface agent and the light aggregate in a wet area paving layer; then, sequentially paving a first leveling layer and a second leveling layer above the lightweight aggregate, wherein the thickness of the first leveling layer is larger than that of the second leveling layer; a first primary waterproof layer and a second primary waterproof layer are sequentially laid above the first leveling layer and the second leveling layer, a placing groove is reserved on the top wall of the first primary waterproof layer, a steel water stop is vertically inserted into the placing groove of the first primary waterproof layer, then a heat preservation layer and a pipe laying layer are sequentially laid, geothermal pipes are embedded in the pipe laying layer to cover the first secondary waterproof layer and the second secondary waterproof layer, the thicknesses of the heat preservation layer and the pipe laying layer in the dry area laying layer and the wet area laying layer are the same, and the thicknesses of the first secondary waterproof layer and the second secondary waterproof layer are the same; and finally, paving floor tiles above the first secondary waterproof layer and the second secondary waterproof layer to enable the top of the whole steel water stop to be positioned in the placing groove, wherein the height of the dry area paving layer is larger than that of the wet area paving layer.
Through the laying structure of steel waterstop, dry district layer of laying and the laying structure interact of wet district layer of laying, effectively reduce the water infiltration possibility in the layer is laid to the dry district in the wet district layer of laying, improved the impervious performance of hindering of layer is laid to the wet district and the layer is laid to the dry district.
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: equivalent changes in structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (8)

1. The utility model provides a structure is laid on wet and dry district ground which characterized in that: the dry-region paving layer and the wet-region paving layer are located between the original building ground and floor tiles, and the steel water stop is located between the dry-region paving layer and the wet-region paving layer and is connected with the floor tiles.
2. The wet and dry land floor laying structure according to claim 1, wherein: the side wall of the floor tile close to the steel water stop is provided with a placing groove, and the top of the steel water stop is positioned in the placing groove.
3. The wet and dry land floor laying structure according to claim 2, wherein: the inner wall of the placing groove is fixedly connected with a sealing element.
4. A wet and dry land floor laying structure according to claim 3, wherein: the sealing member is the silica gel pad, the silica gel pad with the inside wall laminating of standing groove.
5. The wet and dry land floor laying structure according to claim 1, wherein: the steel waterstop is located in the dry zone paving layer.
6. The wet and dry land floor laying structure according to claim 1, wherein: the dry area laying layer comprises a first leveling layer, a first primary waterproof layer and a first secondary waterproof layer, and the first leveling layer, the first primary waterproof layer and the first secondary waterproof layer are sequentially laid from the original structure ground to the direction of the floor tiles.
7. The wet and dry land floor laying structure according to claim 6, wherein: the wet area laying layer comprises a second leveling layer, a second primary waterproof layer and a second secondary waterproof layer, wherein the second leveling layer, the second primary waterproof layer and the second secondary waterproof layer are sequentially located below the first leveling layer, the first primary waterproof layer and the first secondary waterproof layer.
8. The wet and dry land floor laying structure according to claim 7, wherein: and a heat-insulating layer and a pipe laying layer are arranged between the first primary waterproof layer and the first secondary waterproof layer, the heat-insulating layer is in soil contact with the first primary waterproof layer, and a geothermal pipe is embedded in the pipe laying layer.
CN202123432335.5U 2021-12-30 2021-12-30 Dry-wet area ground laying structure Active CN217175495U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202123432335.5U CN217175495U (en) 2021-12-30 2021-12-30 Dry-wet area ground laying structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202123432335.5U CN217175495U (en) 2021-12-30 2021-12-30 Dry-wet area ground laying structure

Publications (1)

Publication Number Publication Date
CN217175495U true CN217175495U (en) 2022-08-12

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ID=82733664

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202123432335.5U Active CN217175495U (en) 2021-12-30 2021-12-30 Dry-wet area ground laying structure

Country Status (1)

Country Link
CN (1) CN217175495U (en)

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