CN202745335U - A sunken toilet waterproof and deodorant sedimentation tank structure - Google Patents
A sunken toilet waterproof and deodorant sedimentation tank structure Download PDFInfo
- Publication number
- CN202745335U CN202745335U CN201220416895.3U CN201220416895U CN202745335U CN 202745335 U CN202745335 U CN 202745335U CN 201220416895 U CN201220416895 U CN 201220416895U CN 202745335 U CN202745335 U CN 202745335U
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- China
- Prior art keywords
- screed
- backfill layer
- layer
- mortar layer
- settling tank
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- 238000004062 sedimentation Methods 0.000 title abstract 3
- 239000002781 deodorant agent Substances 0.000 title 1
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 14
- 239000010959 steel Substances 0.000 claims abstract description 14
- 238000004078 waterproofing Methods 0.000 claims description 26
- 239000004568 cement Substances 0.000 claims description 12
- 238000004332 deodorization Methods 0.000 claims description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 8
- 238000009825 accumulation Methods 0.000 abstract description 6
- 241000894006 Bacteria Species 0.000 abstract description 4
- 239000004570 mortar (masonry) Substances 0.000 abstract 10
- 238000009395 breeding Methods 0.000 abstract 1
- 230000001488 breeding effect Effects 0.000 abstract 1
- 239000011083 cement mortar Substances 0.000 abstract 1
- 230000001877 deodorizing effect Effects 0.000 abstract 1
- 239000000463 material Substances 0.000 description 5
- 230000035508 accumulation Effects 0.000 description 4
- 238000005336 cracking Methods 0.000 description 4
- 230000008595 infiltration Effects 0.000 description 4
- 238000001764 infiltration Methods 0.000 description 4
- 239000002023 wood Substances 0.000 description 4
- 230000036541 health Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005036 potential barrier Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
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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
本实用新型公开了一种下沉式卫生间防水防臭沉降池结构，所述第一陶粒回填层上铺设的排水管道管段开有二次排水管口处接有露出第一砂浆层平面的二次地漏，所述第一砂浆层上面铺设第二陶粒回填层，第二陶粒回填层上平面铺设带有钢筋钢丝网的第二砂浆层，于第一砂浆层和第二砂浆层表面涂有第二和第三防水层，所述第三防水层上方铺有留有地漏口通道的砂浆层，砂浆层上铺有防滑地砖。本实用新型在第二砂浆层中增加了钢筋钢丝网，形成钢网水泥砂浆层，提高了整体承重能力，它将砂浆层砌至排水管道管口处，使砂浆层渗水及时由排水管道排干，避免层内积水，有效的防止了沉降池由于排水不利、内部积水，导致卫生间发臭，滋生细菌，保持了卫生间地面干燥卫生。
The utility model discloses a sunken toilet waterproof and deodorizing sedimentation tank structure, wherein the drainage pipe section laid on the first ceramsite backfill layer is provided with a secondary drainage pipe opening connected to a secondary floor drain exposed on the plane of the first mortar layer, the second ceramsite backfill layer is laid on the first mortar layer, the second mortar layer with a steel wire mesh is laid on the plane of the second ceramsite backfill layer, the second and third waterproof layers are coated on the surfaces of the first mortar layer and the second mortar layer, the mortar layer with a floor drain opening channel is laid above the third waterproof layer, and the mortar layer is covered with anti-skid floor tiles. The utility model adds a steel wire mesh to the second mortar layer to form a steel mesh cement mortar layer, thereby improving the overall load-bearing capacity, and the mortar layer is built to the drainage pipe opening, so that the mortar layer seepage water is drained in time by the drainage pipe, and water accumulation in the layer is avoided, which effectively prevents the toilet from stinking and breeding bacteria due to poor drainage and internal water accumulation in the sedimentation tank, thereby keeping the toilet floor dry and hygienic.
Description
Technical field
The utility model belongs to the building finishing technical field, relates to a kind of subsided rest room, is specifically related to a kind of subsided rest room waterproof deodorization settling tank structure.
Background technology
At present, toilet design for high-rise building, for preventing that the washroom, upper strata from use disturbing resident family of lower floor because of ground and pipe leakage problem or maintenance problem, adopt the settling tank structure of subsided rest room generally to promote in the building finishing industry and come.Whether subsided rest room settling tank structure design is reasonable, is the key factor that affects subsided rest room building finishing quality.And the common defective of the structure of existing subsided rest room settling tank is exactly the floor tile cracking easily to occur, and its reason just is based on the problem of the draining of considering backfill layer, and adopts ceramicite cement as backfilling material, and whole weight capacity is affected; Also have the leveling layer of the waterproofing course of settling tank backfill layer bottom surface not have the gradient, cause draining unfavorable, easily ponding causes the washroom smelly, breed bacteria; From the periphery infiltration, cause washroom wall body mouldy behind the settling tank internal water accumulation, even the wood flooring in room is rotted, the wallpaper blackout.
Summary of the invention
The purpose of this utility model provides a kind of subsided rest room waterproof deodorization settling tank structure, increased the concrete-steel silk screen in the screed below wood floor bolck, form the Materials of Steel Wire Net Cement screed, improved whole weight capacity, effectively stopped the ground cracking, the appearance of the phenomenon such as floor empty drum and sinking, simultaneously the Materials of Steel Wire Net Cement screed being put the slope builds to drainage pipe mouth of pipe place, the second screed is put the slope and is built to secondary drain pipe port place, each layer infiltration in time drained, prevent that the screed internal water accumulation is smelly, and settling tank drainage pipe root is built into hump shape cement anti-seepage section makes antiseep and process, solved the problems referred to above that existing subsided rest room settling tank exists.
The technical scheme that the utility model adopts is, a kind of subsided rest room waterproof deodorization settling tank structure, comprise subsided rest room settling tank surface and the first waterproofing course that is higher than on the accomodation ground wall are set, the first haydite backfill layer of laying in the settling tank surface, on the first haydite backfill layer, lay the drainage pipe that connects sewer pipe, and first plane on the haydite backfill layer lay the first screed, the drainage pipe pipeline section of laying on described the first haydite backfill layer has secondary drain pipe port place and is connected to the secondary floor drain that exposes the first screed plane, lay the second haydite backfill layer above described the first screed, the second screed with the concrete-steel silk screen is laid on the plane on the second haydite backfill layer, scribble the second and the 3rd waterproofing course in the first screed and the second screed surface, described the 3rd waterproofing course top is covered with the screed that leaves the drainage outlet passage, is covered with ship-and-galley tile on the screed; .
On described the first haydite backfill layer the plane in secondary floor drain pipe mouth place to around put the slope, on described the second haydite backfill layer the plane in drainage pipe mouth of pipe place to around put the slope..
Subsided rest room waterproof deodorization settling tank structure described in the utility model is further characterized in that,
The described second and the 3rd waterproofing course limit all is connected with the first waterproofing course that is higher than accomodation ground.
The drainage pipe that described the first haydite backfill layer is laid is built in the settling tank root hump shape cement anti-seepage section.
The utility model subsided rest room waterproof deodorization settling tank structure; increased the concrete-steel silk screen in the second screed below wood floor bolck; form the Materials of Steel Wire Net Cement screed; improved whole weight capacity; prevented the ground cracking; the appearance of the phenomenon such as floor empty drum and sinking; simultaneously plane on the first haydite backfill layer in secondary floor drain pipe mouth place to around put the slope; plane on the second haydite backfill layer in drainage pipe mouth of pipe place to around put the slope; screed is built to drainage pipe mouth of pipe place; infiltration is in time drained by drainage pipe; avoid the screed internal water accumulation, and have hump shape cement anti-seepage section to do the antiseep processing to settling tank drainage pipe root block.Effectively prevented settling tank because draining is unfavorable, inner easily ponding causes the washroom smelly, breed bacteria, and the mouldy phenomenon of wall body occurs, and makes the accomodation ground health that often keeps dry.
Description of drawings
Fig. 1 is the utility model subsided rest room waterproof deodorization settling tank structure chart;
Fig. 2 is the utility model settling tank drainage outlet place partial structurtes enlarged drawing.
Among the figure, 1. the first waterproofing course, 2. the first haydite backfill layer; 3. drainage pipe, 4. the first screed, 5. secondary drain pipe port; 6. secondary floor drain, 7. the second haydite backfill layer, 8. the second screed; 9. the second waterproofing course, 10. the 3rd waterproofing course, 11. drainage outlets; 12. passage; 13. screed, 14. ship-and-galley tiles, 15. cement anti-seepage sections.
The specific embodiment
Below in conjunction with the drawings and specific embodiments the utility model is elaborated.
A kind of subsided rest room waterproof deodorization settling tank structure, as depicted in figs. 1 and 2, comprise subsided rest room settling tank surface and the first waterproofing course 1 that is higher than on the accomodation ground wall are set, the first haydite backfill layer 2 of laying in the settling tank surface, on the first haydite backfill layer 2, lay the drainage pipe 3 that connects sewer pipe, and first plane on the haydite backfill layer 2 lay the first screed 4, drainage pipe 3 pipeline sections of laying on described the first haydite backfill layer 2 have secondary drain pipe port 5 places and are connected to the secondary floor drain 6 that exposes the first screed 4 planes, lay the second haydite backfill layer 7 above described the first screed 4, the second screed 8 with the concrete-steel silk screen is laid on the plane on the second haydite backfill layer 7, scribble the second and the 3rd waterproofing course 9 in the first screed 4 and the second screed 8 surfaces, 10, described the 3rd waterproofing course 10 tops are covered with the screed 13 that leaves drainage outlet 11 passages 12, are covered with ship-and-galley tile 14 on the screed 13; On described the first haydite backfill layer 2 plane in secondary floor drain 6 mouth of pipe places to around put the slope, on described the second haydite backfill layer 7 plane in drainage pipe 3 mouth of pipe places to around put the slope..
The of the present utility model second and the 3rd waterproofing course 9,10 limits all be higher than accomodation ground the first waterproofing course 1 and be connected.
The drainage pipe 3 that the first haydite backfill layer 2 of the present utility model is laid is built in the settling tank root hump shape cement anti-seepage section 15.
The utility model subsided rest room waterproof deodorization settling tank structure; reasonable in design; since subsided rest room settling tank surface be higher than the accomodation ground wall and be provided with the first waterproofing course 1; lay the first haydite backfill layer 2 in the settling tank surface successively from bottom to top; the first screed 4 is laid on the plane on the first haydite backfill layer 2; above the first screed 4, lay the second haydite backfill layer 7; the second screed 8 with the concrete-steel silk screen is laid on the plane on the second haydite backfill layer 7; and also scribble the second and the 3rd waterproofing course 9 in the first screed 4 and the second screed 8 surfaces; 10; and with the second and the 3rd waterproofing course 9; 10 limits all be higher than accomodation ground the first waterproofing course 1 and be connected; three road waterproof measures have been formed; and the secondary drain pipe port 5 that the pipeline section that will be laid on the drainage pipe 3 of connection sewer pipe in the first haydite backfill layer 2 has exposes the secondary floor drain 6 that the first screed 4 planes are loaded on; even in the second haydite backfill layer 7, leave ponding; also can advance secondary floor drain 6 along sloping potential barrier by the second waterproofing course 9, flow into sewer pipe by drainage pipe 3.
Owing to having increased the concrete-steel silk screen in second screed of the utility model on the second haydite backfill layer 7, form the Materials of Steel Wire Net Cement screed, improved the whole weight capacity of the second screed, can prevent the appearance of the phenomenons such as ground cracking, floor empty drum and sinking of wood floor bolck 14, simultaneously plane on the first haydite backfill layer 2 in secondary floor drain 6 mouth of pipe places to around put the slope, plane on the second haydite backfill layer 7 in drainage pipe 3 mouth of pipe places to around put the slope, the second screed 8 is built to drainage pipe 3 mouth of pipe places, each layer infiltration in time drained by drainage pipe 3;
In addition, the screed 13 of above the 3rd waterproofing course 10, below the ship-and-galley tile 14, laying, below drainage outlet 11, leave passage 12, can make bath water under being oozed by ship-and-galley tile 14 brickwork joints along the passage 12 of the 3rd waterproofing course 10 Rapid Flows to lower, flow to again drainage pipe 3 and discharge, avoid screed 13 internal water accumulations.
The utility model has effectively prevented settling tank because draining is unfavorable, and inner easily ponding causes the washroom smelly, breed bacteria, and the mouldy phenomenon of wall body occurs, and makes the accomodation ground health that often keeps dry.The utility model is also built at settling tank drainage pipe root hump shape cement anti-seepage section, can prevent that the first haydite backfill layer 2 interior a small amount of ponding are by the outside seepage of the export-oriented washroom of drainage pipe 3 tube walls settling tank.
Above-mentioned embodiment is an example of the present utility model; not enforcement and the interest field that limits utility model; all equivalences of making according to the described content of the utility model patent protection scope change and modify, and all should be included in the utility model claim.
Claims (3)
1. subsided rest room waterproof deodorization settling tank structure, comprise subsided rest room settling tank surface and the first waterproofing course (1) that is higher than on the accomodation ground wall are set, the first haydite backfill layer (2) of laying in the settling tank surface, in the upper drainage pipe (3) that connects sewer pipe of laying of the first haydite backfill layer (2), and the first screed (4) is laid on the upper plane of the first haydite backfill layer (2), it is characterized in that, upper drainage pipe (3) pipeline section of laying of described the first haydite backfill layer (2) has secondary drain pipe port (5) and locates to be connected to the secondary floor drain (6) that exposes the first screed (4) plane, lay the second haydite backfill layer (7) above described the first screed (4), the second screed (8) with the concrete-steel silk screen is laid on the upper plane of the second haydite backfill layer (7), scribble the second and the 3rd waterproofing course (9 in the first screed (4) and the second screed (8) surface, 10), described the 3rd waterproofing course (10) top is covered with the screed (13) that leaves drainage outlet (11) passage (12), is covered with ship-and-galley tile (14) on the screed (13);
The upper plane of described the first haydite backfill layer (2) in secondary floor drain (6) mouth of pipe place to around put the slope, described the second haydite backfill layer (7) go up the plane in drainage pipe (3) mouth of pipe place to around put the slope.
2. subsided rest room waterproof deodorization settling tank structure according to claim 1 is characterized in that, the described second and the 3rd waterproofing course (9,10) limit all is connected with the first waterproofing course (1) that is higher than accomodation ground.
3. subsided rest room waterproof deodorization settling tank structure according to claim 1 is characterized in that, the drainage pipe (3) that described the first haydite backfill layer (2) is laid is built in the settling tank root hump shape cement anti-seepage section (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220416895.3U CN202745335U (en) | 2012-08-21 | 2012-08-21 | A sunken toilet waterproof and deodorant sedimentation tank structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220416895.3U CN202745335U (en) | 2012-08-21 | 2012-08-21 | A sunken toilet waterproof and deodorant sedimentation tank structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202745335U true CN202745335U (en) | 2013-02-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201220416895.3U Expired - Fee Related CN202745335U (en) | 2012-08-21 | 2012-08-21 | A sunken toilet waterproof and deodorant sedimentation tank structure |
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| CN (1) | CN202745335U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103290910A (en) * | 2013-06-19 | 2013-09-11 | 中建四局第一建筑工程有限公司 | Anti-seepage method and structure of drainage of same floor |
| CN104060677A (en) * | 2014-06-27 | 2014-09-24 | 中建四局第一建筑工程有限公司 | Construction method for floor drain of room with water of high-rise building and used composite floor drain |
| 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 |
| CN108193856A (en) * | 2018-01-05 | 2018-06-22 | 浙江蓝城联合装饰工程有限公司 | A kind of construction technology of subsided rest room |
| CN108589848A (en) * | 2018-05-04 | 2018-09-28 | 广西家之宝网络科技有限公司 | Secondary drainage masonry assures technique |
| CN110526733A (en) * | 2019-09-02 | 2019-12-03 | 南京工业大学 | Preparation method and construction method of light ceramsite for backfill technology |
| CN111236393A (en) * | 2019-12-24 | 2020-06-05 | 广东菲力住工科技有限公司 | Waterproof chassis for integral bathroom |
| CN112240045A (en) * | 2020-08-26 | 2021-01-19 | 蓝城乐居建设管理集团有限公司 | A subside flexible structure for going out wall drainage system |
| CN121088062A (en) * | 2025-10-31 | 2025-12-09 | 中国建筑设计研究院有限公司 | Prevent drainage system of pipeline root seepage |
-
2012
- 2012-08-21 CN CN201220416895.3U patent/CN202745335U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103290910A (en) * | 2013-06-19 | 2013-09-11 | 中建四局第一建筑工程有限公司 | Anti-seepage method and structure of drainage of same floor |
| CN104060677A (en) * | 2014-06-27 | 2014-09-24 | 中建四局第一建筑工程有限公司 | Construction method for floor drain of room with water of high-rise building and used composite floor drain |
| CN104060677B (en) * | 2014-06-27 | 2016-05-18 | 中建四局第一建筑工程有限公司 | A kind of skyscraper has construction method and the composite floor drain used of floor drain between boiled water room |
| 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 |
| CN108193856A (en) * | 2018-01-05 | 2018-06-22 | 浙江蓝城联合装饰工程有限公司 | A kind of construction technology of subsided rest room |
| CN108589848A (en) * | 2018-05-04 | 2018-09-28 | 广西家之宝网络科技有限公司 | Secondary drainage masonry assures technique |
| CN110526733A (en) * | 2019-09-02 | 2019-12-03 | 南京工业大学 | Preparation method and construction method of light ceramsite for backfill technology |
| CN111236393A (en) * | 2019-12-24 | 2020-06-05 | 广东菲力住工科技有限公司 | Waterproof chassis for integral bathroom |
| CN112240045A (en) * | 2020-08-26 | 2021-01-19 | 蓝城乐居建设管理集团有限公司 | A subside flexible structure for going out wall drainage system |
| CN121088062A (en) * | 2025-10-31 | 2025-12-09 | 中国建筑设计研究院有限公司 | Prevent drainage system of pipeline root seepage |
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| 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: 20130220 Termination date: 20140821 |
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| EXPY | Termination of patent right or utility model |