CN104047355A - Building water discharge vertical pipe table opening - Google Patents
Building water discharge vertical pipe table opening Download PDFInfo
- Publication number
- CN104047355A CN104047355A CN201410185746.4A CN201410185746A CN104047355A CN 104047355 A CN104047355 A CN 104047355A CN 201410185746 A CN201410185746 A CN 201410185746A CN 104047355 A CN104047355 A CN 104047355A
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- China
- Prior art keywords
- pipe
- water discharge
- sleeve pipe
- pipe fitting
- entablature
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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 the entablature of a kind of construction drainage standpipe on floor.
Background technology
In present washroom Homofloor drainage system, soil stack was all on floor with connecting of horizontal arm, therefore, for the purpose of attractive in appearance, the nozzle position that connects of soil stack and horizontal arm, inevitable under ground decoration layer.When ground, decorative layer has infiltration, just may below ground decoration layer, produce ponding, and even the 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 a dewatering installation is set, ponding under ground decoration layer is discharged in soil stack, to get rid of issuable ponding under bed course.Yet this scheme, can be when pipeline carries out water filling test, and the aqueous reflux in generation soil stack, in dewatering installation, leaves from the hidden danger of dewatering installation water outlet, even can cause water filling test to end.
Summary of the invention
The technical problem to be solved in the present invention is to overcome the above-mentioned defect of prior art and a kind of construction drainage standpipe entablature is provided, and it can get rid of possible the ponding in building bed course, and the while can solve the water problems of pouring in down a chimney that soil stack water filling test faces.
The present invention solves the problems of the technologies described above adopted technical scheme:
Construction drainage standpipe entablature, it is characterized in that: comprise the sleeve pipe that can be enclosed within on soil stack and the pipe fitting draining the water away, sleeve pipe and pipe fitting are connected by the connector in they outsides, and at sleeve pipe, be basically perpendicular to the mine dam of connector and annular sleeve and pipe fitting together with being provided with at least with pipe fitting outer periphery, described connector is provided with ponding evacuation aperture, ponding evacuation aperture and inside pipe fitting channel connection.
Better, on above-mentioned sleeve pipe along higher than edge on mine dam.
Better, above-mentioned ponding evacuation aperture is arranged on pipe fitting outside, and being accumulated in like this ponding between sleeve pipe, pipe fitting and mine dam can be sooner, by pipe fitting, discharge more easily.
Better, be stamped drainage comb-like device lid on above-mentioned ponding evacuation aperture, the impurity in possibility filtered water, prevents impurity blocking pipe like this.
Better, between above-mentioned mine dam and sleeve pipe, pipe fitting, leave the concrete gap of filling, inside and outside mine dam, all can be fixed by concrete like this, can not leak because of the gap that expanding with heat and contract with cold of mine dam produces between itself and ground.
Better, above-mentioned pipe fitting top connects aqueduct, when the water yield is larger, can discharge fast ponding by aqueduct like this.
Better, above-mentioned sleeve pipe, pipe fitting, connector, aqueduct, mine dam are overall injected into a whole, easily manufactured like this.
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 pipe.
Compared with prior art, the invention has the advantages that: the inner passage of getting rid of pipe fitting due to inside pipe casing passage and ponding is not communicated with, therefore the ponding in Homofloor drainage system bed course can both be got rid of pipe fitting by ponding and discharges, and during soil stack water filling test, water in sleeve pipe can not pour in down a chimney outside ponding is got rid of pipe fitting, therefore can normally carry out the water filling test of soil stack, also can not cause the gas in soil stack to pour 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 also structural representation of part section of embodiment of the present invention construction drainage standpipe entablature.
The specific embodiment
Below in conjunction with accompanying drawing, embodiment is described in further detail the present invention.
As depicted in figs. 1 and 2, soil stack entablature comprises the mine dam 2 of the sleeve pipe 3 being enclosed within on soil stack, the pipe fitting 7 draining the water away, ponding grating 5 and annular sleeve 3 and around the mine dam 6 of pipe fitting 7.
Above-mentioned sleeve pipe 3 and pipe fitting 7 outsides link together by connector 1, and mine dam 2 and 6 is vertically set on connector 1 substantially.
Above-mentioned ponding grating 5 communicates with the inner passage of pipe fitting 7, and the ponding being accumulated between mine dam 2, mine dam 6 and sleeve pipe 3, pipe fitting 7 can be flowed in pipe fitting 7 and be discharged by pipe fitting 7 by the through hole on ponding grating 5.
Above-mentioned ponding is got rid of pipe fitting 7 tops and is also connected aqueduct 4, so direct Quick drainage from this aqueduct 4 when the water yield is more.
Above-mentioned mine dam 2,6 arranges gap respectively and between sleeve pipe and grating, for filling and concrete identical outside mine dam, soil stack entablature can be fixed like this, can between mine dam 2,6 and the concrete in mine dam outside, not produce gap because of the rising-heat contracting-cold of mine dam 2,6 simultaneously, thereby prevent that ponding from oozing out from gap yet.
The upper edge of above-mentioned sleeve pipe 3 is higher than the upper edge of mine dam 2, and can entering pipe fitting 7 by ponding grating 5, water in mine dam 2 discharges, therefore, ponding just can not reach the upper edge of sleeve pipe 3, thereby also can not drain to by the gap between soil stack and sleeve pipe 3 sleeve pipe 3 belows.
During use, the sleeve pipe 3 of soil stack entablature is fixed on soil stack, and pipe fitting 7 is connected with ponding discharge system.When there is ponding in mine dam outside, waterproof film can be guided to ponding in mine dam 2 and mine dam 6, and then water just flows into pipe fittings 7 and discharges from grating 5 in advance; When water accumulating volume is larger, if grating 5 can not be discharged ponding in time, in mine dam, the water surface rises, and at this moment ponding can enter ponding eliminating pipe fitting 7 and discharge from aqueduct 4.
Claims (7)
1. construction drainage standpipe entablature, it is characterized in that: comprise the sleeve pipe that can be enclosed within on soil stack and the pipe fitting draining the water away, sleeve pipe and pipe fitting are connected by the connector in they outsides, and at sleeve pipe, be basically perpendicular to the mine dam of connector and annular sleeve and pipe fitting together with being provided with at least with pipe fitting outer periphery, described connector is provided with ponding evacuation aperture, ponding evacuation aperture and inside pipe fitting channel connection.
2. construction drainage standpipe entablature as claimed in claim 1, is characterized in that: on described sleeve pipe, edge is higher than edge on mine dam.
3. construction drainage standpipe entablature as claimed in claim 1, is characterized in that: described ponding evacuation aperture is arranged on pipe fitting outside.
4. construction drainage standpipe entablature as claimed in claim 1, is characterized in that: on described ponding evacuation aperture, be stamped drainage comb-like device lid.
5. construction drainage standpipe entablature as claimed in claim 1, is characterized in that: between described mine dam and sleeve pipe, pipe fitting, leave the concrete gap of filling.
6. construction drainage standpipe entablature as claimed in claim 1, is characterized in that: described pipe fitting top connects aqueduct.
7. construction drainage standpipe entablature as claimed in claim 6, is characterized 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 true CN104047355A (en) | 2014-09-17 |
| CN104047355B 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 |
|---|---|
| CN (1) | CN104047355B (en) |
Cited By (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 |
| CN112049198A (en) * | 2020-05-22 | 2020-12-08 | 康泰塑胶科技集团有限公司 | Building micro-drop plate same-floor drainage assembly |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6014780A (en) * | 1998-05-04 | 2000-01-18 | Eagle Natural Stone | Shower bath and drain |
| CN201305888Y (en) * | 2008-09-26 | 2009-09-09 | 张春 | A building waterproof and drainage combined pipe |
| 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 |
-
2014
- 2014-05-05 CN CN201410185746.4A patent/CN104047355B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6014780A (en) * | 1998-05-04 | 2000-01-18 | Eagle Natural Stone | Shower bath and drain |
| CN201305888Y (en) * | 2008-09-26 | 2009-09-09 | 张春 | A building waterproof and drainage combined pipe |
| 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 |
Cited By (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 |
| CN112049198A (en) * | 2020-05-22 | 2020-12-08 | 康泰塑胶科技集团有限公司 | Building micro-drop plate same-floor drainage assembly |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104047355B (en) | 2017-01-11 |
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