CN202519853U - Drainage antiskid ground structure - Google Patents

Drainage antiskid ground structure Download PDF

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Publication number
CN202519853U
CN202519853U CN2011205540366U CN201120554036U CN202519853U CN 202519853 U CN202519853 U CN 202519853U CN 2011205540366 U CN2011205540366 U CN 2011205540366U CN 201120554036 U CN201120554036 U CN 201120554036U CN 202519853 U CN202519853 U CN 202519853U
Authority
CN
China
Prior art keywords
layer
skid
rhone
floor drain
water drainage
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.)
Expired - Fee Related
Application number
CN2011205540366U
Other languages
Chinese (zh)
Inventor
蓝继晓
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shenzhen Mingdiao Decoration Co Ltd
Original Assignee
Shenzhen Mingdiao Decoration Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shenzhen Mingdiao Decoration Co Ltd filed Critical Shenzhen Mingdiao Decoration Co Ltd
Priority to CN2011205540366U priority Critical patent/CN202519853U/en
Application granted granted Critical
Publication of CN202519853U publication Critical patent/CN202519853U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a ground structure and discloses a drainage antiskid ground structure. The drainage antiskid ground structure comprises a foundation layer, a waterproof leveling layer and a face layer from the bottom to the top, wherein a rectangular antiskid layer is folded on the upper surface in the middle of the face layer; a drain tank of which the level is lower than that of the antiskid layer is arranged on the surface of the face layer around the periphery of the antiskid layer; a floor drain communicated with a sewer is arranged at one end of the drain tank; the horizontal plane of the surface of the drain tank has a slope; and the floor drain is arranged at the lowest end of the drain tank. The drainage antiskid ground structure has the advantages of smooth drainage and skid prevention.

Description

The water drainage skid earth construction
Technical field
The utility model relates to earth construction, especially relates to a kind of water drainage skid earth construction.
Background technology
In interior decoration, the room that shower house etc. need draining often in use occurs safety problem because of impeded drainage with skidding, finishing after 1 year particularly, gently then cause use inconvenient, heavy then can cause the personal safety that brings because of the tumble injury of slipping.
Summary of the invention
Have impeded drainage and the defective of skidding for overcoming traditional shower house, provide a kind of draining water drainage skid earth construction unimpeded, that can not skid.
The purpose of the utility model realizes through following technical measures; A kind of water drainage skid earth construction; Comprise from bottom to top basal layer, water-proof leveling layer and surface layer; The middle part upper surface of said surface layer is folded to have a rectangular skid resistant course, and said facing surface is set to the rhone that horizontal plane is lower than skid resistant course around the skid resistant course periphery, and an end of said rhone is provided with the floor drain that is communicated with sewer; The horizontal plane on said rhone surface has a gradient, and said floor drain is arranged on rhone least significant end.
As a kind of mode of priority, said basal layer surface or water-proof leveling aspect laminar surface or facing surface are equipped with one and exceed facing surface 2~3cm dash marble bar frame in the surrounding.
As a kind of mode of priority, said rhone width is 10~12cm, and its average level height is lower than facing surface 2cm.
As a kind of mode of priority, said floor drain periphery is provided with the screen pack that a level is higher than floor drain.As a kind of mode of priority, the height of said strip reinforced concrete beam body is 15cm.
Concrete, said skid resistant course is ship-and-galley tile or the marble slab that has anti-slip tank.
The utility model ground three week or the suitable concave type rhone of the degree of depth is set all around; And certain slope arranged, and floor drain is installed and high slightly screen pack is installed in rhone least significant end at its periphery, prevent that hair and Other Waste from cramming floor drain; Thereby can effectively guide land drainage, prevent ponding; Ground middle part people's walking place paving ship-and-galley tile or have the marble slab of anti-slip tank can effectively prevent to skid; Also can around install and to exceed ground surface 2~3cm dash marble bar frame, not only attractive in appearance but also dash.
Description of drawings
Fig. 1 is the vertical view of the utility model embodiment;
Fig. 2 is the side-looking layer structural representation of the utility model embodiment.
The specific embodiment
Below in conjunction with embodiment and contrast accompanying drawing the utility model is done further explain.
Like Fig. 1 and Fig. 2; A kind of water drainage skid earth construction of rest room; Comprise from bottom to top basal layer 1, water-proof leveling layer 2 and ceramic tile surface layer 5; The middle part upper surface of ceramic tile surface layer 5 is folded to have a rectangular marble slab 7 that has anti-slip tank, ceramic tile surface layer 5 surperficial marble slab 7 peripheries to be set to the rhone 4 of horizontal plane about than marble slab 7 low 2cm, and an end of rhone 4 is provided with the floor drain 8 that is communicated with sewer; Rhone 4 be the gradient groove of a surface and wide 12cm gradually low to floor drain 8, floor drain 8 peripheries are provided with the high screen pack of a 0.5cm 9; Water-proof leveling layer 2 surface are equipped with one and exceed ceramic tile surface layer 5 surface 2~3cm dash marble bar frames 3 in the surrounding
More than be that the utility model water drainage skid earth construction is set forth; Be used for helping to understand the utility model; But the embodiment of the utility model is not restricted to the described embodiments; Anyly do not deviate from the change done under the utility model principle, modification, substitute, combination, simplify, all should be the substitute mode of equivalence, be included within the protection domain of the utility model.

Claims (5)

1. water drainage skid earth construction; It is characterized in that: comprise from bottom to top basal layer, water-proof leveling layer and surface layer; The middle part upper surface of said surface layer is folded to have a rectangular skid resistant course, and said facing surface is set to the rhone that horizontal plane is lower than skid resistant course around the skid resistant course periphery, and an end of said rhone is provided with the floor drain that is communicated with sewer; The horizontal plane on said rhone surface has a gradient, and said floor drain is arranged on rhone least significant end.
2. water drainage skid earth construction according to claim 1 is characterized in that: said basal layer surface or water-proof leveling aspect laminar surface or facing surface are equipped with one and exceed facing surface 2~3cm dash marble bar frame in the surrounding.
3. water drainage skid earth construction according to claim 1 is characterized in that: said rhone width is 10~12cm, and its average level height is lower than facing surface 2cm.
4. water drainage skid earth construction according to claim 1 is characterized in that: said floor drain periphery is provided with the screen pack that a level is higher than floor drain.
5. water drainage skid earth construction according to claim 1 is characterized in that: said skid resistant course is ship-and-galley tile or the marble slab that has anti-slip tank.
CN2011205540366U 2011-12-27 2011-12-27 Drainage antiskid ground structure Expired - Fee Related CN202519853U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011205540366U CN202519853U (en) 2011-12-27 2011-12-27 Drainage antiskid ground structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011205540366U CN202519853U (en) 2011-12-27 2011-12-27 Drainage antiskid ground structure

Publications (1)

Publication Number Publication Date
CN202519853U true CN202519853U (en) 2012-11-07

Family

ID=47102808

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011205540366U Expired - Fee Related CN202519853U (en) 2011-12-27 2011-12-27 Drainage antiskid ground structure

Country Status (1)

Country Link
CN (1) CN202519853U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106284599A (en) * 2016-08-26 2017-01-04 福建省尚云亿家居家工程有限公司 A kind of toilet floor drain reforming technology

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106284599A (en) * 2016-08-26 2017-01-04 福建省尚云亿家居家工程有限公司 A kind of toilet floor drain reforming technology

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20121107

Termination date: 20201227

CF01 Termination of patent right due to non-payment of annual fee