CN212560987U

CN212560987U - Non-permeation terrace structure

Info

Publication number: CN212560987U
Application number: CN202020905972.6U
Authority: CN
Inventors: 杨正
Original assignee: Guangzhou Yinli Dingye New Material Co ltd
Current assignee: Guangzhou Yinli Dingye New Material Co ltd
Priority date: 2020-05-26
Filing date: 2020-05-26
Publication date: 2021-02-19
Anticipated expiration: 2030-05-26

Abstract

The utility model relates to a terrace engineering technical field specifically is a no infiltration terrace structure, including the ground filling layer, ground filling layer top is equipped with a plurality of water guide projections, and the membrane is passed through in the prevention of seepage has been laid with a plurality of water guide projection tops in ground filling layer top, and the layer of solidifying of has been laid at the membrane top is passed through in the prevention of seepage, and the layer top of solidifying scribbles waterproof coating layer, has seted up a plurality of water pipe mounting grooves in the ground filling layer, is equipped with the drain pipe in the water pipe mounting groove, and it has a plurality of wash ports to open between per two adjacent water guide projections, and the prevention of seepage is passed through the membrane top and is opened the. This no infiltration terrace structure, the waterproof layer can effectually prevent subaerial ponding infiltration, and partial ponding through the infiltration layer infiltration of condensing the layer of solidifying is held back by the prevention of seepage membrane simultaneously to discharge away in seepage hole and wash port inflow drain pipe, prevent ponding infiltration ground filling layer, reduce the collapse of ground filling layer and the unsettled risk of the layer of condensing the layer of solidifying, the life of extension terrace.

Description

Non-permeation terrace structure

Technical Field

The utility model relates to a terrace engineering technical field specifically is a no infiltration terrace structure.

Background

The terrace is the ground that uses specific material and technology to carry out construction treatment and demonstrate certain decoration and functionality to original ground, in multiple building grounds such as house, workshop, stadium, all can lay the terrace on original ground, improve aesthetic property and practicality, but current terrace is generally that direct use concrete placement is made on the ground, in the easy concrete infiltration ground that follows after overcast and rainy weather or water spill, lead to the ground to sink easily for a long time and the concrete hangs empty, and then lead to concrete fracture damage easily, in view of this, we propose a non-infiltration terrace structure.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a no infiltration terrace structure to solve the problem that proposes in the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme:

a non-seepage terrace structure comprises a foundation filling layer, wherein a plurality of water guide convex columns which are linearly distributed at equal intervals are arranged at the top of the foundation filling layer, a wavy structure is formed between the top of the foundation filling layer and the tops of the plurality of water guide convex columns, an anti-seepage film is paved at the top of the foundation filling layer and the tops of the plurality of water guide convex columns, a condensation curing layer is paved at the top of the anti-seepage film, a waterproof coating layer is coated at the top of the condensation curing layer, a plurality of water pipe installation grooves which are linearly distributed at equal intervals are arranged in the foundation filling layer, a water drain pipe is arranged in each water pipe installation groove, a plurality of drain holes communicated with the water pipe installation grooves are arranged between every two adjacent water guide convex columns and above the water drain pipe, a water drain groove communicated with the interior of the water drain pipe is arranged at the top of the outer side wall of, the top of the anti-seepage film is provided with a plurality of water seepage holes which are uniformly distributed, and the water seepage holes correspond to the drain holes one by one and are positioned right above the drain holes.

Preferably, the top of the water guide convex column is of an arc-shaped structure, and the connection part of the water guide convex column and the foundation filling layer is in fillet connection.

Preferably, the width dimension of the drainage channel is larger than the inner length and width dimension of the drainage hole.

Preferably, the inner length and width of the drain hole are larger than those of the water seepage hole.

Preferably, the thickness dimension of the solidified layer is 6cm-10cm, and the utility model discloses preferred 8 cm.

Preferably, the thickness dimension of the anti-seepage film is 0.3cm-0.7cm, and the utility model discloses preferred 0.5 cm.

Preferably, the waterproof coating layer is a multilayer stacked structure, and the top layer of the waterproof coating layer is coated with a wear-resistant layer.

Compared with the prior art, the beneficial effects of the utility model are that:

this no infiltration terrace structure scribbles the waterproof layer on the solidification layer surface that condenses, can effectually prevent subaerial ponding infiltration, be equipped with prevention of seepage in solidification layer bottom simultaneously and pass through membrane and drain pipe, the partial ponding of solidification layer infiltration through condensation is held back by the prevention of seepage membrane, and in infiltration hole and wash port inflow drain pipe, drain away from the drain pipe, prevent ponding infiltration ground filling layer, reduce the subside of ground filling layer and the unsettled risk of solidification layer that condenses, the life of extension terrace.

Drawings

Fig. 1 is a schematic view of the overall structure of the present invention;

FIG. 2 is an exploded view of the overall structure of the present invention;

FIG. 3 is a schematic structural view of a foundation filling layer in the present invention;

FIG. 4 is an enlarged schematic view of the structure at A in FIG. 3 according to the present invention;

FIG. 5 is a schematic structural view of the anti-permeation membrane of the present invention;

FIG. 6 is an enlarged view of the structure shown at B in FIG. 5 according to the present invention;

fig. 7 is a schematic structural view of the middle drain pipe of the present invention.

In the figure:

1. a foundation fill layer; 10. a water guide convex column; 11. a water pipe mounting groove; 12. a drain hole;

2. an anti-permeation membrane; 20. a water seepage hole;

3. solidifying and solidifying the layer;

4. a waterproof coating layer;

5. a drain pipe; 50. a water drainage groove.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and to simplify the description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention.

Referring to fig. 1-7, the present invention provides a technical solution:

a non-seepage terrace structure comprises a foundation filling layer 1, wherein a plurality of water guide convex columns 10 which are distributed linearly at equal intervals are arranged at the top of the foundation filling layer 1, a wavy structure is formed between the top of the foundation filling layer 1 and the tops of the plurality of water guide convex columns 10, an anti-seepage film 2 is paved at the top of the foundation filling layer 1 and the tops of the plurality of water guide convex columns 10, a condensation curing layer 3 is paved at the top of the anti-seepage film 2, the thickness of the condensation curing layer 3 is 6cm-10cm, 8cm is selected in the embodiment, a waterproof coating layer 4 is coated at the top of the condensation curing layer 3, the thickness of the anti-seepage film 2 is 0.3cm-0.7cm, 0.5cm is selected in the embodiment, a plurality of water pipe installation grooves 11 which are distributed linearly at equal intervals are formed in the foundation filling layer 1, a water drain pipe 5 is arranged in each water pipe installation groove 11, a plurality of drain holes 12 which are communicated with the water pipe installation grooves 11 are formed between every, the top of the outer side wall of the drainage pipe 5 is provided with a drainage groove 50 communicated with the inside of the drainage pipe, the drainage groove 50 is positioned under the drainage hole 12, the top of the anti-seepage film 2 is provided with a plurality of seepage holes 20 which are uniformly distributed, the seepage holes 20 correspond to the drainage hole 12 one by one and are positioned over the drainage hole 12, when seeper exists on rainy days and the ground, the seeper on the ground is prevented from permeating as much as possible through the waterproof coating layer 4, meanwhile, when part of the seeper permeates downwards through the condensation curing layer 3, the seeper is intercepted by the anti-seepage film 2 and then flows into the drainage pipe 5 through the seepage holes 20 and the drainage hole 12, the seeper is discharged from the drainage pipe 5, the seeper is prevented from permeating into the foundation filling layer 1, the risks of collapse of the; specifically, a wavy structure is formed between the top of the foundation filling layer 1 and the tops of the plurality of water guide convex columns 10, and the accumulated water which is downward permeated through the condensation curing layer 3 conveniently flows downward to the positions of the water seepage holes 20 along the water guide convex columns 10, so that the accumulated water is prevented from being collected on the anti-seepage film 2.

In the embodiment, the waterproof coating layer 4 is of a multilayer overlapped structure, so that the waterproof effect is improved; the top layer of the waterproof coating layer 4 is coated with a wear-resistant layer, so that the waterproof coating layer 4 is prevented from being worn and the service life of the waterproof coating layer 4 is prolonged.

In addition, the top of the water guide convex column 10 is in an arc-shaped structure, and the joint of the water guide convex column 10 and the foundation filling layer 1 is in fillet connection, so that the edge of the water guide convex column 10 is prevented from scratching and breaking the anti-seepage film 2, and the waterproof effect is further influenced.

Further, the width dimension of the drainage groove 50 is larger than the inner length and width dimension of the drainage hole 12, and the inner length and width dimension of the drainage hole 12 is larger than the inner length and width dimension of the seepage hole 20, so that the seeper is prevented from permeating into the foundation filling layer 1 along the joint of the drainage pipe 5 and the foundation filling layer 1 when flowing out through the drainage hole 12 and the seepage hole 20.

When the non-permeable floor structure is used, after water is accumulated on the ground surface, the water can be effectively prevented from permeating in a large area through the waterproof coating layer 4, and the accumulated water is collected on the surface of the floor, so that the cleaning is convenient; when partial ponding permeates downwards through the solidified layer of condensing 3, is held back by prevention of seepage membrane 2, flows to the ditch of formation between two adjacent water guide convex columns 10, permeates downwards through infiltration hole 20 in the ditch again, flows to drain pipe 5 through wash port 12 again at last, discharges from among the drain pipe 5, prevents ponding infiltration ground filling layer 1, reduces the collapse of ground filling layer 1 and the unsettled risk of the solidified layer of condensing 3, prolongs the life of whole terrace.

The foregoing shows and describes the general principles, essential features, and advantages of the invention. It should be understood by those skilled in the art that the present invention is not limited by the above embodiments, and the description in the above embodiments and the description is only preferred examples of the present invention, and is not intended to limit the present invention, and that the present invention can have various changes and modifications without departing from the spirit and scope of the present invention, and these changes and modifications all fall into the scope of the claimed invention. The scope of the invention is defined by the appended claims and equivalents thereof.

Claims

1. The utility model provides a no infiltration terrace structure, includes ground filling layer (1), its characterized in that: the foundation filling layer is characterized in that a plurality of water guide convex columns (10) which are in equidistant linear distribution are arranged at the top of the foundation filling layer (1), a wavy structure is formed between the top of the foundation filling layer (1) and the tops of the plurality of water guide convex columns (10), an anti-seepage film (2) is laid at the top of the foundation filling layer (1) and the tops of the plurality of water guide convex columns (10), a condensation layer (3) is laid at the top of the anti-seepage film (2), a waterproof coating layer (4) is coated at the top of the condensation layer (3), a plurality of water pipe installation grooves (11) which are in equidistant linear distribution are arranged in the foundation filling layer (1), a water drain pipe (5) is arranged in each water pipe installation groove (11), a plurality of water drain holes (12) which are communicated with the water pipe installation grooves (11) are arranged between every two adjacent water guide convex columns (10) and above the water drain, the water draining device is characterized in that a water draining groove (50) communicated with the inside of the water draining pipe (5) is formed in the top of the outer side wall of the water draining pipe, the water draining groove (50) is located right below the water draining hole (12), a plurality of water seepage holes (20) which are uniformly distributed are formed in the top of the anti-seepage film (2), and the water seepage holes (20) correspond to the water draining hole (12) one to one and are located right above the water draining hole (12).

2. The non-permeable floor structure of claim 1, characterized in that: the top of the water guide convex column (10) is of an arc-shaped structure, and the joint of the water guide convex column (10) and the foundation filling layer (1) is in fillet connection.

3. The non-permeable floor structure of claim 1, characterized in that: the width dimension of the drainage groove (50) is larger than the inner length and width dimension of the drainage hole (12).

4. The non-permeable floor structure of claim 1, characterized in that: the inner length and width of the drain hole (12) are larger than those of the water seepage hole (20).

5. The non-permeable floor structure of claim 1, characterized in that: the thickness of the solidified layer (3) is 6-10 cm.

6. The non-permeable floor structure of claim 1, characterized in that: the thickness of the anti-seepage film (2) is 0.3cm-0.7 cm.

7. The non-permeable floor structure of claim 1, characterized in that: waterproof coating layer (4) are multilayer stack formula structure, just waterproof coating layer (4) top layer coating has the wearing layer.