CN204435496U - A kind of building co-layer draining structure - Google Patents
A kind of building co-layer draining structure Download PDFInfo
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- CN204435496U CN204435496U CN201420825411.XU CN201420825411U CN204435496U CN 204435496 U CN204435496 U CN 204435496U CN 201420825411 U CN201420825411 U CN 201420825411U CN 204435496 U CN204435496 U CN 204435496U
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Abstract
The utility model discloses a kind of building co-layer draining structure, comprise body of wall, soil stack, dewatering horizontal tube, ground floor, packed layer, basal layer, bathroom floor, water storage tank, water accumulation pipe, sealing collar I, sealing collar II, wherein basal layer, packed layer, ground floor are located at above bathroom floor according to order from bottom to up; Dewatering horizontal tube is located in packed layer, for by sewage transport in this layer in soil stack; Water storage tank is located in basal layer, leaks into the sewage of packed layer for collecting dewatering horizontal tube, soil stack or ground floor; Water accumulation pipe one end be connected to water storage tank, the other end connect soil stack, for by the sewage transport in water storage tank to soil stack; Sealing collar I, sealing collar II are located at the part that soil stack is positioned at basal layer and bathroom floor respectively, for preventing the downward seepage of sewage.The utility model effectively can solve the problem forming sewage alluvial when ground floor, soil stack or dewatering horizontal tube occur to leak at packed layer.
Description
Technical field
The utility model relates to the feedwater of a kind of building, drainage system, especially a kind of building co-layer draining structure.
Background technology
Along with expanding economy, the raising of people's living standard, people also more and more note oneself housing quality, and wherein the toilet drainage quality of house weighs a major criterion of housing quality quality.Traditional toilet drainage structure is the upper space of lower floor washroom of dewatering horizontal tube and trap being laid in always, then connects the drainage pattern of soil stack.Conventional discharge structure is relative simple and easy in design with construction, but also there is many drawbacks, be mainly manifested in: 1. except passing through flooring because of main soil stack, each sanitary apparatus need on floor reserved opening, greatly have impact on the flexibility of layout in washroom, also destroy the globality of bathroom floor waterproof simultaneously, also bring the hidden danger that washroom leaks.2. dewatering horizontal tube is positioned at the top, room of resident family downstairs, resident family of lower floor washroom is made to need for upper strata resident family arranges furred ceiling, once the dewatering horizontal tube generation effluent seepage or the blocking maintenance that are suspended in top, resident family washroom downstairs, the sanitary condition of resident family downstairs can be affected, even can spread disease; And also there is interference to resident family of lower floor in the noise of upper strata resident family bath.Obviously, this traditional discharge structure has been not suitable with the requirement of era development significantly.
Co-layer draining in recent years uses new type drainage system comparatively widely, is a kind of drainage pattern be connected with soil stack by dewatering horizontal tube in this layer, once there is the situation needing cleaning dredging, just can deal with problems in this layer.What existing co-layer draining structure utilization was more is three kinds: fall board-like, cushion type, within the walls formula.Wherein fall board-like be by bathroom floor relatively other room floors reduce certain altitudes, bathroom floor lays dewatering horizontal tube, and then on dewatering horizontal tube, builds other structures to make ground floor raise and under dewatering horizontal tube is covered ground floor; Cushion type directly on bathroom floor, lays dewatering horizontal tube and without the need to being reduced by floor, on dewatering horizontal tube, then covers bed course; Formula is all located within the walls dewatering horizontal tube and soil stack within the walls.Fall for board-like and cushion type co-layer draining structure for existing, if dewatering horizontal tube occurs to leak or covering layer, bed course damage, sewage can deposit in transverse drainage tube layer, or along soil stack to seepage downstairs, therefore still there is certain defect.
Utility model content
The problem such as ponding, seepage that the hidden danger existed for solving above-mentioned prior art is brought, the utility model provides a kind of building co-layer draining structure.
The technical scheme that the utility model adopts is: comprise body of wall, soil stack, dewatering horizontal tube, ground floor, packed layer, basal layer, bathroom floor, water storage tank, water accumulation pipe, sealing collar I, sealing collar II, wherein:
Described body of wall and bathroom floor are steel concrete and are structure as a whole, and bathroom floor lower than other with floor plate;
Described basal layer, packed layer, ground floor are located at above bathroom floor according to order from bottom to up, wherein said basal layer is divided into waterproofing mortar to protect basal layer, water-repellent paint basal layer, cement mortar screeding to look for slope basal layer from top to bottom successively, and described ground floor is divided into ground brick layer, cement mortar setting course, cement mortar protective course, waterproof coating layer, cement mortar screeding sloping layer from top to bottom successively;
Described soil stack arranges by body of wall and passes vertically through bathroom floor, basal layer, packed layer and ground floor, for collecting sewage and discharging downwards;
Described dewatering horizontal tube to be horizontally set in described packed layer and to be connected with soil stack, for the sewage transport that will produce in this layer to soil stack;
Described water storage tank is located in basal layer, leaks into the sewage of packed layer for collecting dewatering horizontal tube, soil stack or ground floor;
Described water accumulation pipe one end is connected to bottom water storage tank, and the other end is connected to soil stack, for by the sewage transport in water storage tank to soil stack;
Described sealing collar I is located at soil stack and is positioned at the periphery that base layer Intra divides, for preventing in packed layer sewage along the downward seepage of soil stack;
Described sealing collar II is located at the periphery that soil stack is positioned at bathroom floor part, for preventing in basal layer sewage along the downward seepage of soil stack.
Further, described water storage tank is provided with water-repellent paint inwall.
Further, described packed layer is haydite packed layer.
The utility model beneficial effect is compared to existing technology:
1. described sealing collar I, sealing collar II effectively can leak into lower layer space to the sewage in packed layer downwards along soil stack by Leakage prevention layer by layer;
2. the sewage leaked in packed layer from ground floor or dewatering horizontal tube, soil stack can be collected by described water storage tank and water accumulation pipe, and be transported in soil stack and discharge, the problems such as the breed bacteria that the sewage that effectively prevent seepage deposits and brings in packed layer, mouldy and reduction packed layer application life.
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present utility model.
Fig. 2 is water storage tank structural representation of the present utility model.
Fig. 3 is cross-section structure distribution map of the present utility model.
Wherein: 1-body of wall; 2-soil stack, 3-dewatering horizontal tube, 4-ground floor, 41-ground brick layer, 42-cement mortar setting course, 43-cement mortar protective course, 44-waterproof coating layer, 45-cement mortar screeding sloping layer; 5-packed layer; 6-basal layer, 61-waterproofing mortar protection basal layer, 62-water-repellent paint basal layer, 63-cement mortar screeding look for slope basal layer, 7-bathroom floor, 8-water storage tank; 81-water-repellent paint inwall; 9-water accumulation pipe, 10-sealing collar I, 11-sealing collar II.
Detailed description of the invention
By reference to the accompanying drawings and embodiment the utility model is further illustrated.
The technical scheme that the utility model adopts is: comprise body of wall 1, soil stack 2, dewatering horizontal tube 3, ground floor 4, packed layer 5, basal layer 6, bathroom floor 7, water storage tank 8, water accumulation pipe 9, sealing collar I 10, sealing collar II 11, wherein:
Described body of wall 1 and bathroom floor 7 are steel concrete and are structure as a whole, and bathroom floor 7 lower than other with floor plate;
Described basal layer 6, packed layer 5, ground floor 4 are located at above bathroom floor 7 according to order from bottom to up, and wherein said basal layer 6 is divided into waterproofing mortar to protect basal layer 61, water-repellent paint basal layer 62, cement mortar screeding to look for slope basal layer 63 from top to bottom successively; Described packed layer 5 is haydite packed layer, can prevent dewatering horizontal tube from being scratched by sharp objects; Described ground floor 4 is divided into ground brick layer, 41 cement mortar setting courses 42, cement mortar protective course 43, waterproof coating layer 44, cement mortar screeding sloping layer 45 from top to bottom successively;
Described soil stack 2 arranges near body of wall 1 and passes vertically through bathroom floor 7, basal layer 6, packed layer 5 and ground floor 4, for collecting sewage and discharging downwards;
Described dewatering horizontal tube 3 to be horizontally set in described packed layer 5 and to be connected with soil stack 2, for will the sewage transport of generation in this layer to soil stack 2;
Described water storage tank 8 to be located in basal layer 6 and to be provided with water-repellent paint inwall 81, leaks into the sewage of packed layer 5 for collecting just dewatering horizontal tube 3, soil stack 2 or ground floor 4;
Described water accumulation pipe 9 one end is connected to bottom water storage tank 8, and the other end is connected to soil stack 2, for by the sewage transport in water storage tank 8 to soil stack 2;
Described sealing collar I 10 is located at the periphery that soil stack 2 is positioned at basal layer 6 part, for preventing in packed layer 5 sewage along soil stack 2 seepage downwards;
Described sealing collar II 11 is located at the periphery of soil stack 2 part in bathroom floor 7, for preventing in basal layer 6 sewage along soil stack 2 seepage downwards.
The utility model falls problem in board-like co-layer draining structure for existing, take and sewage collecting, discharger are set in packed layer 5, be provided with the device preventing sewage in packed layer 5 along soil stack 2 seepage downwards simultaneously, when dewatering horizontal tube 3, soil stack 2 or ground floor 4 occur sewage leak and leak into packed layer 5 time, effectively can prevent the further seepage of sewage, simultaneously timely sewage collecting to be discharged in soil stack 2 by water accumulation pipe 9 to water storage tank 8, to solve sewage alluvial and cause mouldy, breed bacteria and to problems such as lower floor's seepages.
Claims (3)
1. a building co-layer draining structure, it is characterized in that: comprise body of wall (1), soil stack (2), dewatering horizontal tube (3), ground floor (4), packed layer (5), basal layer (6), bathroom floor (7), water storage tank (8), water accumulation pipe (8), sealing collar I (10), sealing collar II (11), wherein:
Described body of wall (1) and bathroom floor (7) are steel concrete and are structure as a whole, and bathroom floor (7) lower than other with floor plate;
Described basal layer (6), packed layer (5), ground floor (4) are located at bathroom floor (7) top according to order from bottom to up, wherein said basal layer (6) is divided into waterproofing mortar to protect basal layer (61), water-repellent paint basal layer (62), cement mortar screeding to look for slope basal layer (63) from top to bottom successively, and described ground floor (4) is divided into ground brick layer (41), cement mortar setting course (42), cement mortar protective course (43), waterproof coating layer (44), cement mortar screeding sloping layer (45) from top to bottom successively;
Described soil stack (2) arranges by body of wall (1) and passes vertically through bathroom floor (7), basal layer (6), packed layer (5) and ground floor (4);
Described dewatering horizontal tube (3) to be horizontally set in described packed layer (5) and to be connected with soil stack (2);
Described water storage tank (8) is located in basal layer (6);
Described water accumulation pipe (9) one end is connected to water storage tank (8) bottom, and the other end is connected to soil stack (2);
Described sealing collar I (10) is located at the periphery that soil stack (2) is positioned at the part of basal layer (6);
Described sealing collar II (11) is located at the periphery that soil stack (2) is positioned at the part of bathroom floor (7).
2. a kind of building co-layer draining structure as claimed in claim 1, is characterized in that: described water storage tank (8) is provided with water-repellent paint inwall (81).
3. a kind of building co-layer draining structure as claimed in claim 1, is characterized in that: described packed layer (5) is haydite packed layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420825411.XU CN204435496U (en) | 2014-12-24 | 2014-12-24 | A kind of building co-layer draining structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420825411.XU CN204435496U (en) | 2014-12-24 | 2014-12-24 | A kind of building co-layer draining structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204435496U true CN204435496U (en) | 2015-07-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420825411.XU Expired - Fee Related CN204435496U (en) | 2014-12-24 | 2014-12-24 | A kind of building co-layer draining structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204435496U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604168A (en) * | 2016-03-04 | 2016-05-25 | 四川省宏源防水工程有限公司 | Waterlogging-preventing device for indoor subsided toilet |
| CN109424050A (en) * | 2017-08-21 | 2019-03-05 | 顾文标 | A kind of same-floor drainage riser is fixed from water discharge technology |
| CN109442123A (en) * | 2018-11-23 | 2019-03-08 | 泰州明锋资源再生科技有限公司 | High stability ferroalloy same layer manifold with sealing lifting adjusting structure |
| CN110080353A (en) * | 2019-05-16 | 2019-08-02 | 中国一冶集团有限公司 | A kind of anti-ponding discharge structure in toilet |
-
2014
- 2014-12-24 CN CN201420825411.XU patent/CN204435496U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604168A (en) * | 2016-03-04 | 2016-05-25 | 四川省宏源防水工程有限公司 | Waterlogging-preventing device for indoor subsided toilet |
| CN109424050A (en) * | 2017-08-21 | 2019-03-05 | 顾文标 | A kind of same-floor drainage riser is fixed from water discharge technology |
| CN109442123A (en) * | 2018-11-23 | 2019-03-08 | 泰州明锋资源再生科技有限公司 | High stability ferroalloy same layer manifold with sealing lifting adjusting structure |
| CN110080353A (en) * | 2019-05-16 | 2019-08-02 | 中国一冶集团有限公司 | A kind of anti-ponding discharge structure in toilet |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150701 Termination date: 20181224 |