CN104047355B - Building water discharge vertical pipe table opening - Google Patents
Building water discharge vertical pipe table opening Download PDFInfo
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- CN104047355B CN104047355B CN201410185746.4A CN201410185746A CN104047355B CN 104047355 B CN104047355 B CN 104047355B CN 201410185746 A CN201410185746 A CN 201410185746A CN 104047355 B CN104047355 B CN 104047355B
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- pipe
- water discharge
- sleeve pipe
- pipe fitting
- hydrops
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Abstract
The invention relates to a building water discharge vertical pipe table opening, which comprises a sleeve pipe and an accumulated water discharge pipe element, wherein the sleeve pipe can be sheathed on a water discharge vertical pipe, the sleeve pipe and the pipe element are connected into a whole through a connecting element arranged at the outer sides of the sleeve pipe and the pipe element, in addition, at least one waterproof wall which is basically vertical to the connecting element and surrounds the sleeve pipe and the pipe element is arranged around the outer sides of the sleeve pipe and the pipe element, and an accumulated water discharge hole is formed in the connecting element and is communicated with an internal passage of the pipe element. The internal passage of the sleeve pipe is not communicated with an internal passage of the accumulated water discharge pipe element, so all accumulated water in a pad layer of a water discharge system arranged at the same floor can be discharged out from the accumulated water discharge pipe element; during the water filling test of a water discharge vertical pipe, the water in the sleeve pipe cannot backwards flow out of the accumulated water discharge pipe element, so the water filling test of the water discharge vertical pipe can be normally carried out, and the backward flowing of gas in the water discharge vertical pipe cannot be caused.
Description
Technical field
The present invention relates to a kind of construction drainage parts, particularly to a kind of construction drainage standpipe entablature on floor.
Background technology
In present toilet Homofloor drainage system, soil stack is all on floor with coupling of horizontal arm, therefore, for the sake of attractive in appearance, and the nozzle position that couples of soil stack and horizontal arm, inevitable under ground decoration layer.When ground, decorative layer has infiltration, it is possible to produce hydrops below ground decoration layer, and the even weak link in standpipe position leaks out to lower floor, or alters to the decorative layer in other room under ground decoration layer.
At present, for this problem, there is scheme that one drainage arrangement is set, hydrops under ground decoration layer is discharged in soil stack, to get rid of issuable hydrops under bed course.But this scheme, aqueous reflux in soil stack can be occurred in drainage arrangement when pipeline carries out water filling test, leaves the hidden danger from drainage arrangement water outlet, water filling test even can be caused to stop.
Summary of the invention
The technical problem to be solved in the present invention is to overcome the drawbacks described above of prior art to provide a kind of construction drainage standpipe entablature, its possible hydrops can got rid of in building bed course, can solve the problem that what soil stack water filling test faced pours in down a chimney water problems simultaneously.
The present invention solves the technical scheme that above-mentioned technical problem used:
Construction drainage standpipe entablature, it is characterized in that: include the sleeve pipe can being enclosed within soil stack and the pipe fitting drained the water away, sleeve pipe and pipe fitting are connected by the connector outside them, and together with being provided with at least with pipe fitting outer periphery, it is basically perpendicular to the mine dam of connector and annular sleeve and pipe fitting at sleeve pipe, described connector is provided with hydrops evacuation aperture, hydrops evacuation aperture and inside pipe fitting channel connection.
Preferably, along higher than edge on mine dam on above-mentioned sleeve pipe.
Preferably, above-mentioned hydrops evacuation aperture is arranged on outside pipe fitting, be so accumulated in the hydrops between sleeve pipe, pipe fitting and mine dam can faster, more conveniently by pipe fitting discharge.
Preferably, above-mentioned hydrops evacuation aperture is stamped drainage comb-like device lid, so possibly filters out the impurity in water, prevent impurity from blocking pipeline.
Preferably, leave the gap of filling concrete between above-mentioned mine dam and sleeve pipe, pipe fitting, all can be fixed by concrete inside and outside such mine dam, the gap between itself and ground will not be produced because of expanding with heat and contract with cold of mine dam and leak.
Preferably, above-mentioned pipe fitting is connected above aqueduct, so when the water yield is bigger, can quickly discharge hydrops by aqueduct.
Preferably, above-mentioned sleeve pipe, pipe fitting, connector, aqueduct, mine dam are overall injected into a whole, the most easily manufactured.
During use, the sleeve pipe of construction drainage standpipe entablature is fixed on construction drainage standpipe, and pipe fitting outlet is connected with another drainage pipeline.
Compared with prior art, it is an advantage of the current invention that: the inner passage getting rid of pipe fitting with hydrops due to inside pipe casing passage does not connects, therefore the hydrops in Homofloor drainage system bed course can be got rid of pipe fitting discharge by hydrops, and during soil stack water filling test, water in sleeve pipe will not pour in down a chimney to be got rid of outside pipe fitting to hydrops, therefore can be normally carried out the water filling test of soil stack, the gas also not resulted in soil stack pours in down a chimney.
Accompanying drawing explanation
Fig. 1 is the schematic perspective view of embodiment of the present invention construction drainage standpipe entablature.
Fig. 2 is the structural representation of embodiment of the present invention construction drainage standpipe entablature part section.
Detailed description of the invention
Below in conjunction with accompanying drawing embodiment, the present invention is described in further detail.
As depicted in figs. 1 and 2, soil stack entablature include the sleeve pipe 3 being enclosed within soil stack, the mine dam 2 of pipe fitting 7, hydrops grating 5 and annular sleeve 3 that drains the water away and the mine dam 6 around pipe fitting 7.
Above-mentioned sleeve pipe 3 and the outside connector 1 that passes through of pipe fitting 7 link together, and mine dam 2 and 6 is substantially vertical to be arranged on connector 1.
Above-mentioned hydrops grating 5 communicates with the inner passage of pipe fitting 7, and accumulation hydrops between mine dam 2, mine dam 6 and sleeve pipe 3, pipe fitting 7 can be flowed in pipe fitting 7 by the through hole on hydrops grating 5 and be discharged by pipe fitting 7.
Above-mentioned hydrops is got rid of pipe fitting 7 top and is also connected with aqueduct 4, so can direct Quick drainage from this aqueduct 4 when the water yield is more.
Above-mentioned mine dam 2,6 respectively and arranges gap between sleeve pipe and grating, for filling and concrete identical outside mine dam, so soil stack entablature can be fixed, simultaneously the most also will not produce gap because of the rising-heat contracting-cold of mine dam 2,6 between concrete outside mine dam 2,6 and mine dam, thus prevent hydrops from oozing out from gap.
The upper edge of above-mentioned sleeve pipe 3 is higher than the upper edge of mine dam 2, and the water in mine dam 2 can enter pipe fitting 7 by hydrops grating 5 and discharge, therefore, hydrops is impossible to reach the upper edge of sleeve pipe 3, thus also will not be drained to below sleeve pipe 3 by the gap between soil stack and sleeve pipe 3.
During use, the sleeve pipe 3 of soil stack entablature is fixed on soil stack, and pipe fitting 7 is discharged system with hydrops and is connected.When having hydrops outside mine dam, waterproof membrane can be guided to hydrops in mine dam 2 and mine dam 6, and then water flows into from grating 5 the most in advance and discharges pipe fitting 7；When water accumulating volume is bigger, if grating 5 can not discharge hydrops in time, in mine dam, the water surface rises, and at this moment hydrops can enter hydrops eliminating pipe fitting 7 from aqueduct 4 and discharge.
Claims (7)
1. construction drainage standpipe entablature, it is characterized in that: include the sleeve pipe can being enclosed within soil stack and the pipe fitting drained the water away, sleeve pipe and pipe fitting are connected by the connector outside them, and together with being provided with at least with pipe fitting outer periphery, it is basically perpendicular to the mine dam of connector and annular sleeve and pipe fitting at sleeve pipe, described connector is provided with hydrops evacuation aperture, hydrops evacuation aperture and inside pipe fitting channel connection.
2. construction drainage standpipe entablature as claimed in claim 1, it is characterised in that: along higher than edge on mine dam on described sleeve pipe.
3. construction drainage standpipe entablature as claimed in claim 1, it is characterised in that: described hydrops evacuation aperture is arranged on outside pipe fitting.
4. construction drainage standpipe entablature as claimed in claim 1, it is characterised in that: it is stamped drainage comb-like device lid on described hydrops evacuation aperture.
5. construction drainage standpipe entablature as claimed in claim 1, it is characterised in that: leave the gap of filling concrete between described mine dam and sleeve pipe, pipe fitting.
6. construction drainage standpipe entablature as claimed in claim 1, it is characterised in that: described pipe fitting is connected above aqueduct.
7. construction drainage standpipe entablature as claimed in claim 6, it is characterised in that: described sleeve pipe, pipe fitting, connector, aqueduct and mine dam are overall injected into a whole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410185746.4A CN104047355B (en) | 2014-05-05 | 2014-05-05 | Building water discharge vertical pipe table opening |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410185746.4A CN104047355B (en) | 2014-05-05 | 2014-05-05 | Building water discharge vertical pipe table opening |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104047355A CN104047355A (en) | 2014-09-17 |
| CN104047355B true CN104047355B (en) | 2017-01-11 |
Family
ID=51500721
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410185746.4A Active CN104047355B (en) | 2014-05-05 | 2014-05-05 | Building water discharge vertical pipe table opening |
Country Status (1)
| Country | Link |
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| CN (1) | CN104047355B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105714917A (en) * | 2016-01-30 | 2016-06-29 | 高占文 | Structural slab embedded part deodorization accumulated water processor and processing system |
| CN112049198B (en) * | 2020-05-22 | 2021-09-03 | 康泰塑胶科技集团有限公司 | Building micro-drop plate same-floor drainage assembly |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6014780A (en) * | 1998-05-04 | 2000-01-18 | Eagle Natural Stone | Shower bath and drain |
| CN101660322A (en) * | 2009-09-22 | 2010-03-03 | 崔恩天 | Butting water catchment pan |
| CN201771047U (en) * | 2010-07-17 | 2011-03-23 | 绍兴市同正塑胶管业有限公司 | Sewage and waste water same floor drainage collector with seeped water collection function |
| CN102080401A (en) * | 2010-12-25 | 2011-06-01 | 林国强 | Same-floor water drainage joint |
| CN201915488U (en) * | 2010-12-25 | 2011-08-03 | 林国强 | Drainage connector on the same floor |
| CN202809727U (en) * | 2012-09-26 | 2013-03-20 | 昆明群之英科技有限公司 | Same-floor drainage connector of building |
| CN203834635U (en) * | 2014-05-05 | 2014-09-17 | 关文民 | Building drainage stand pipe entablature |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201305888Y (en) * | 2008-09-26 | 2009-09-09 | 张春 | A building waterproof and drainage combined pipe |
-
2014
- 2014-05-05 CN CN201410185746.4A patent/CN104047355B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6014780A (en) * | 1998-05-04 | 2000-01-18 | Eagle Natural Stone | Shower bath and drain |
| CN101660322A (en) * | 2009-09-22 | 2010-03-03 | 崔恩天 | Butting water catchment pan |
| CN201771047U (en) * | 2010-07-17 | 2011-03-23 | 绍兴市同正塑胶管业有限公司 | Sewage and waste water same floor drainage collector with seeped water collection function |
| CN102080401A (en) * | 2010-12-25 | 2011-06-01 | 林国强 | Same-floor water drainage joint |
| CN201915488U (en) * | 2010-12-25 | 2011-08-03 | 林国强 | Drainage connector on the same floor |
| CN202809727U (en) * | 2012-09-26 | 2013-03-20 | 昆明群之英科技有限公司 | Same-floor drainage connector of building |
| CN203834635U (en) * | 2014-05-05 | 2014-09-17 | 关文民 | Building drainage stand pipe entablature |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104047355A (en) | 2014-09-17 |
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