CN103290910A - Anti-seepage method and structure of drainage of same floor - Google Patents
Anti-seepage method and structure of drainage of same floor Download PDFInfo
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- CN103290910A CN103290910A CN2013102436114A CN201310243611A CN103290910A CN 103290910 A CN103290910 A CN 103290910A CN 2013102436114 A CN2013102436114 A CN 2013102436114A CN 201310243611 A CN201310243611 A CN 201310243611A CN 103290910 A CN103290910 A CN 103290910A
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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
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Abstract
The invention discloses an anti-seepage method and structure of drainage of the same floor. The anti-seepage structure of drainage of the same floor is characterized in that a double-floor-drain structure which is formed through combination of at least one visible floor drain (8) and at least one hidden floor drain (9) is applied, wherein the hidden floor drain (9) is arranged on a second waterproof layer (5) between a slag sloping layer (4) and a mortar protective layer (6), the scale height of an upper opening of the hidden floor drain (9) is located at the lowest position of the mortar protective layer (6), and at least one piece of non-woven cloth covers the upper opening of the hidden floor drain (9). The anti-seepage structure of drainage of the same floor can effectively solve the problem that water filters into a paving layer so that the anti-seepage effect is ineffective when an existing anti-seepage structure is used. By the adoption of the anti-seepage structure of drainage of the same floor, after seeping water enters the paving layer, the seeping water can slowly converge at an opening of the hidden floor drain via the mortar protective layer and the second waterproof layer, can converge at a first waterproof layer, and then enters a sewage pipeline to be discharged. Therefore, the seeping water cannot continuously filter into the slag sloping layer, and the anti-seepage purpose of the drainage of the same floor is achieved finally. The anti-seepage method drainage of the same floor is economical, simple, practical and good.
Description
Technical field
The present invention relates to a kind of same floor wastewater discharge technique, particularly relate to a kind of co-layer draining anti-permeation method and structure, belong to technical field of building construction.
Background technology
Homofloor drainage system refers to that branch drain adopts and falls plate or do not fall plate (raising surface layer) and do not pass through this floor plate to same layer of drainage system that lays and insert soil stack of lower layer space and sanitary apparatus.This system can furnish toilet space and utensil flexibly, changes drainage pipe according to own actual needs, reaches personalized inhabitation demand, goes to war before also needn't resembling and uses shift unit even transformed floor.But because backfill is many in this same floor wastewater discharge technique work progress; operation is many; cross-operation is many; cause a hidden trouble usually can for seepage from now on; can leak into ceramic tile paving layer because in use have water; and can slowly leak in the mortar cover and final infringement damages leakage preventing structure to slag layer, therefore, the anti-seepage effect of the same floor wastewater discharge technique of prior art still is not ideal enough.
Summary of the invention
The objective of the invention is to for overcoming the deficiencies in the prior art, provide the better co-layer draining anti-permeation method of a kind of anti-seepage effect and structure, to overcome the hidden leakage defect that prior art exists.
For realizing purpose of the present invention; the present invention has adopted such technical scheme: co-layer draining anti-permeation method of the present invention; it adopts at least one bright floor drain and at least one secretly to leak to combine and forms two drain structures; wherein secretly leak on the second road waterproofing course between slag sloping layer and the mortar cover; this secretly leaks the lowest part that absolute altitude suitable for reading is positioned at mortar cover, and secretly leaks at least one block of nonwoven of covering suitable for reading at this.
Based on aforesaid method; of the present invention pair of floor drain leakage preventing structure; comprise and be respectively concrete structure layer, mortar levelling layer, the first road waterproofing course, slag sloping layer, mortar cover, ceramic tile surface layer and tack coat from the bottom to top; wherein it also is provided with the second road waterproofing course between slag sloping layer and mortar cover; simultaneously be provided with at least one bright floor drain at ceramic tile surface layer and tack coat; being provided with at least one at the second road waterproofing course secretly leaks; secretly the absolute altitude suitable for reading of Louing is positioned at the lowest part of mortar levelling layer, secretly leaks at least one block of nonwoven of covering suitable for reading at this.
Further, the second road waterproofing course passes through bright floor drain and secretly leaks to be communicated with the first road waterproofing course.
Further, secretly leakage is of a size of Φ 50mm.
Further, nonwoven is of a size of 200 * 200mm.
In addition, ceramic tile surface layer and tack coat are looked for the slope so that the surface water flows into to bright floor drain, and the slope is looked for so that infiltration flows into to secretly leaking in the bottom surface of described mortar cover.
Co-layer draining seepage control technique of the present invention; it is the technology that a kind of waterproof and two floor drain draining combine; can effectively solve the problem that in use has seepage to cause antiseepage to be lost efficacy to the paving layer; after adopting structure of the present invention; after infiltration enters the paving layer; can be slowly being pooled to secretly through mortar cover and the second road waterproofing course, leak be pooled to the first road waterproofing course; thereby entering blow-off line drains; make infiltration can't continue to leak into slag layer; finally reaching the purpose of co-layer draining antiseepage, is a kind of economy, simple, truly feasible good method.The present invention draws materials simply, processes simple and convenient, and constructing operation is simple, and anti-seepage effect is obvious.The present invention is applicable to the co-layer draining washroom that falls plate or do not fall plate (raising surface layer), and the waterproof by this invention and two floor drain drainings combine, and can effectively reach the effect of co-layer draining antiseepage.
Description of drawings
Fig. 1 is structural representation of the present invention.
Being labeled as in the accompanying drawing: 1-concrete structure layer, 2-mortar levelling layer, the 3-first road waterproofing course, 4-slag sloping layer, the 5-second road waterproofing course, the 6-mortar cover, 7-ceramic tile surface layer and tack coat, the bright floor drain of 8-, 9-secretly leaks.
The specific embodiment
The present invention is further detailed explanation below in conjunction with drawings and Examples.
One embodiment of the present of invention are as follows:
See Fig. 1; carrying out concrete structure layer 1 and mortar levelling layer 2, the first road waterproofing course 3; after installing the designing apparatus pipeline in the room; recycling co-layer draining washroom falls plate or does not fall the discrepancy in elevation that plate (raising surface layer) forms; increase the secretly leakage 9 of a Φ 50mm during construction at slag sloping layer 4; this secretly leaks 9 absolute altitudes suitable for reading with mortar cover 6 lowest parts on the slag sloping layer 4 (i.e. design is secretly leaked near 9 positions), is convenient to draining and handles.This secretly leak 9 and mortar levelling layer 6 finish after according to the designing requirement second road waterproofing course 5 of constructing; the second road waterproofing course 5 needs to survive face with final building at peripheral body of wall and turns over 400mm; making cement mortar cover 6 on the second road waterproofing course 5; all close up at this floor drain periphery; make on this floor drain absolute altitude minimum, and draining is smooth and easy.Just can form ceramic tile surface layer and tack coat 7 with doing shop form sticking brick surface layer at the wide nonwoven of 200 * 200mm of this floor drain covering suitable for reading then.If the later stage has seepage to arrive paving layer (ceramic tile surface layer and tack coat 7) in use, the infiltration meeting slowly is pooled to secretly to leak 9 entrances and enter blow-off line through the second road waterproofing course 5 drains, can't continue to leak into slag sloping layer 4, finally reach the purpose of co-layer draining antiseepage.
More than be a concrete exemplary applications of the present invention, the present invention also has other embodiment, and all employings are equal to the technical scheme of replacement or equivalent transformation formation, all drop within the protection domain of the presently claimed invention.
Claims (6)
1. co-layer draining anti-permeation method; it is characterized in that: it adopts at least one bright floor drain (8) and at least one secretly to leak (9) and combines and form two drain structures; wherein secretly leaking (9) is positioned on the second road waterproofing course (5) between slag sloping layer (4) and the mortar cover (6); this secretly leaks the lowest part that (9) absolute altitude suitable for reading is positioned at mortar cover (6), and secretly leaks at least one block of nonwoven of (9) covering suitable for reading at this.
2. two floor drain leakage preventing structure; comprise and be respectively concrete structure layer (1) from the bottom to top; mortar levelling layer (2); the first road waterproofing course (3); slag sloping layer (4); mortar cover (6); ceramic tile surface layer and tack coat (7); it is characterized in that: it also is provided with the second road waterproofing course (5) between slag sloping layer (4) and mortar cover (6); simultaneously be provided with at least one bright floor drain (8) at ceramic tile surface layer and tack coat (7); be provided with at least one at the second road waterproofing course (5) and secretly leak (9); the absolute altitude suitable for reading that secretly leaks (9) is positioned at the lowest part of mortar levelling layer (6), secretly leaks at least one block of nonwoven of (9) covering suitable for reading at this.
3. according to claim 2 pair of floor drain leakage preventing structure is characterized in that: the described second road waterproofing course (5) by bright floor drain (8) and secretly leakage (9) be communicated with the first road waterproofing course (3).
4. according to claim 2 pair of floor drain leakage preventing structure is characterized in that: described secretly leak (9) are of a size of Φ 50mm.
5. according to claim 2 pair of floor drain leakage preventing structure, it is characterized in that: described nonwoven is of a size of 200 * 200mm.
6. according to claim 2 pair of floor drain leakage preventing structure; it is characterized in that: described ceramic tile surface layer and tack coat (7) are looked for the slope so that the surface water flows into to bright floor drain (8), and the slope is looked for so that infiltration flows into to secretly leaking (9) in the bottom surface of described mortar cover (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013102436114A CN103290910A (en) | 2013-06-19 | 2013-06-19 | Anti-seepage method and structure of drainage of same floor |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013102436114A CN103290910A (en) | 2013-06-19 | 2013-06-19 | Anti-seepage method and structure of drainage of same floor |
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| CN103290910A true CN103290910A (en) | 2013-09-11 |
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| CN2013102436114A Pending CN103290910A (en) | 2013-06-19 | 2013-06-19 | Anti-seepage method and structure of drainage of same floor |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104047356A (en) * | 2014-05-26 | 2014-09-17 | 深圳市洪涛装饰股份有限公司 | Anti-seeping bath room and anti-seeping method thereof |
| CN104278717A (en) * | 2014-09-16 | 2015-01-14 | 深圳市清华苑建筑设计有限公司 | Waterproof and drainage structure of sunken toilet |
| CN104847008A (en) * | 2015-05-29 | 2015-08-19 | 苏州金螳螂建筑装饰股份有限公司 | Invisible floor drain device, draining system with same and construction method of draining system |
| CN105421570A (en) * | 2015-09-25 | 2016-03-23 | 许钱会 | Hidden leakage structure for building |
| CN107447948A (en) * | 2017-08-23 | 2017-12-08 | 浙江宏恩装饰工程有限公司 | A kind of construction technology of subsided rest room |
| CN107700760A (en) * | 2017-09-21 | 2018-02-16 | 中建四局第五建筑工程有限公司 | A kind of reversed beam planted roof water discharge method and its system |
| CN109707133A (en) * | 2019-01-25 | 2019-05-03 | 南京妙想建筑科技有限责任公司 | A kind of assembled divides family floor ground tolerant noise-insulating warm-keeping system and its implementation |
| CN110984308A (en) * | 2019-11-19 | 2020-04-10 | 上海宝冶集团有限公司 | Anti-leakage process for removing deposited water in toilet |
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| JPH09264072A (en) * | 1996-03-29 | 1997-10-07 | Fujita Corp | Drainage floor structure at pool side |
| CN102261123A (en) * | 2011-05-27 | 2011-11-30 | 北京市日盛达建筑企业集团 | Novel anti-seepage floor drain system and construction method thereof |
| CN202745335U (en) * | 2012-08-21 | 2013-02-20 | 东莞市亚欧装饰设计工程有限公司 | Sunken type toilet water-resistant deodorization settling basin structure |
| CN202787425U (en) * | 2012-07-18 | 2013-03-13 | 四川奥格科技有限公司 | Easily detached and cleaned ground leakage isolation device |
| CN203307978U (en) * | 2013-06-19 | 2013-11-27 | 中建四局第一建筑工程有限公司 | Double-floor-drain seepage prevention structure |
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2013
- 2013-06-19 CN CN2013102436114A patent/CN103290910A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| JPH09264072A (en) * | 1996-03-29 | 1997-10-07 | Fujita Corp | Drainage floor structure at pool side |
| CN102261123A (en) * | 2011-05-27 | 2011-11-30 | 北京市日盛达建筑企业集团 | Novel anti-seepage floor drain system and construction method thereof |
| CN202787425U (en) * | 2012-07-18 | 2013-03-13 | 四川奥格科技有限公司 | Easily detached and cleaned ground leakage isolation device |
| CN202745335U (en) * | 2012-08-21 | 2013-02-20 | 东莞市亚欧装饰设计工程有限公司 | Sunken type toilet water-resistant deodorization settling basin structure |
| CN203307978U (en) * | 2013-06-19 | 2013-11-27 | 中建四局第一建筑工程有限公司 | Double-floor-drain seepage prevention structure |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104047356A (en) * | 2014-05-26 | 2014-09-17 | 深圳市洪涛装饰股份有限公司 | Anti-seeping bath room and anti-seeping method thereof |
| CN104047356B (en) * | 2014-05-26 | 2016-08-24 | 深圳市洪涛装饰股份有限公司 | A kind of antiseep is bathed between defending and Antiseep method |
| CN104278717A (en) * | 2014-09-16 | 2015-01-14 | 深圳市清华苑建筑设计有限公司 | Waterproof and drainage structure of sunken toilet |
| CN104847008A (en) * | 2015-05-29 | 2015-08-19 | 苏州金螳螂建筑装饰股份有限公司 | Invisible floor drain device, draining system with same and construction method of draining system |
| CN105421570A (en) * | 2015-09-25 | 2016-03-23 | 许钱会 | Hidden leakage structure for building |
| CN107447948A (en) * | 2017-08-23 | 2017-12-08 | 浙江宏恩装饰工程有限公司 | A kind of construction technology of subsided rest room |
| CN107700760A (en) * | 2017-09-21 | 2018-02-16 | 中建四局第五建筑工程有限公司 | A kind of reversed beam planted roof water discharge method and its system |
| CN109707133A (en) * | 2019-01-25 | 2019-05-03 | 南京妙想建筑科技有限责任公司 | A kind of assembled divides family floor ground tolerant noise-insulating warm-keeping system and its implementation |
| CN109707133B (en) * | 2019-01-25 | 2024-03-08 | 南京妙想建筑科技有限责任公司 | Assembled individual floor ground sound insulation and heat preservation system and implementation method thereof |
| CN110984308A (en) * | 2019-11-19 | 2020-04-10 | 上海宝冶集团有限公司 | Anti-leakage process for removing deposited water in toilet |
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Application publication date: 20130911 |