CN106400901B - Spiral-flow type double-vertical-pipe drainage system - Google Patents
Spiral-flow type double-vertical-pipe drainage system Download PDFInfo
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- CN106400901B CN106400901B CN201610802765.6A CN201610802765A CN106400901B CN 106400901 B CN106400901 B CN 106400901B CN 201610802765 A CN201610802765 A CN 201610802765A CN 106400901 B CN106400901 B CN 106400901B
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- riser
- pipe
- spiral
- drainage
- communication pipe
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 30
- 239000004800 polyvinyl chloride Substances 0.000 claims description 9
- 229920000915 polyvinyl chloride Polymers 0.000 claims description 9
- 239000000945 filler Substances 0.000 claims description 4
- 239000000314 lubricant Substances 0.000 claims description 4
- 239000003381 stabilizer Substances 0.000 claims description 4
- 230000009977 dual effect Effects 0.000 claims description 3
- 238000009423 ventilation Methods 0.000 description 4
- 230000000474 nursing effect Effects 0.000 description 3
- 239000002351 wastewater Substances 0.000 description 3
- 238000005273 aeration Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000011229 interlayer Substances 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000000178 monomer Substances 0.000 description 1
- 238000006116 polymerization reaction Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 229920005992 thermoplastic resin Polymers 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03C—DOMESTIC PLUMBING INSTALLATIONS FOR FRESH WATER OR WASTE WATER; SINKS
- E03C1/00—Domestic plumbing installations for fresh water or waste water; Sinks
- E03C1/12—Plumbing installations for waste water; Basins or fountains connected thereto; Sinks
- E03C1/122—Pipe-line systems for waste water in building
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03C—DOMESTIC PLUMBING INSTALLATIONS FOR FRESH WATER OR WASTE WATER; SINKS
- E03C1/00—Domestic plumbing installations for fresh water or waste water; Sinks
- E03C1/12—Plumbing installations for waste water; Basins or fountains connected thereto; Sinks
- E03C1/122—Pipe-line systems for waste water in building
- E03C1/1222—Arrangements of devices in domestic waste water pipe-line systems
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sink And Installation For Waste Water (AREA)
Abstract
The invention discloses a spiral-flow type double-riser drainage system which comprises a first riser and a second riser which are arranged in parallel, wherein the first riser is used for draining water, the second riser is used for exhausting air, the first riser and the second riser are mutually communicated through a communication pipe, air in the first riser flows into the second riser through the communication pipe and is exhausted, the first riser is a reinforced internal spiral drainage pipe, a plurality of spiral ribs are arranged in the first riser, and the communication pipe is obliquely arranged upwards from the first riser to the horizontal direction of the second riser so as to prevent water in the first riser from overflowing into the second riser. The invention can effectively eliminate the nappe phenomenon, slow down the water flow speed of the stand pipe, improve the hydraulic working condition of the stand pipe, and reduce the pressure fluctuation and the water flow noise of the water flow of the stand pipe, thereby greatly increasing the water discharge capacity.
Description
Technical Field
The invention belongs to the technical field of building water supply and drainage, and particularly relates to a spiral-flow type double-riser drainage system.
Background
The building indoor drainage pipeline system consists of a drainage vertical pipe and a drainage horizontal pipe, wherein a drain outlet of the sanitary ware is provided with a trap which is connected into the drainage horizontal pipe through a branch pipe, and then the trap is discharged into the vertical pipe through the horizontal pipe and finally discharged to an outdoor inspection well. When the waste water with larger flow carries solid dirt and passes through the transverse pipe or the vertical pipe, just like a piston, the front end of the waste water is provided with an air plug to influence the drainage flow, and the rear end of the waste water is easy to form negative pressure to empty water in the trap, so that peculiar smell in the pipeline escapes and is discharged indoors.
The indoor drainage system in the prior art has two types, namely a single vertical pipe and a double vertical pipe, and drainage and ventilation of the single vertical pipe system are finished by one vertical pipe, so that the phenomenon is easy to occur. The double-riser system consists of a drainage riser and an aeration riser, wherein the drainage riser and the aeration riser are arranged in parallel and communicated with each other at a certain distance, and generally, a communicating pipe is arranged at each layer or interlayer. The air block formed in the vertical drainage pipe is discharged from the vertical ventilation pipe through the communicating pipe, so that the vertical pipe can drain water smoothly, and the rear end is connected with the vertical ventilation pipe, so that negative pressure cannot be formed to cause odor to escape and be discharged to the indoor.
The double-riser drainage system in the prior art is the most commonly applied building drainage system at present. Usually, a DN110 drainage vertical pipe and a DN75 ventilation vertical pipe are arranged in parallel, and a communicating pipe is arranged in each layer or interlayer.
The special single vertical pipe can only be used for houses with small toilets, hotels, hospital wards and residences of nursing homes, and the special double vertical pipe can also be used for public buildings with public toilets; due to the unsmooth drainage speed of the drainage system in the prior art, the national and common people life safety is seriously influenced.
Therefore, there is a need to provide a swirl type dual riser drainage system.
Disclosure of Invention
The invention aims to provide a spiral-flow type double-riser drainage system to improve drainage efficiency.
In order to achieve the above purpose, the technical solutions provided by the embodiments of the present invention are as follows:
the spiral-flow type double-riser drainage system is characterized by comprising a first riser and a second riser which are arranged in parallel, wherein the first riser is used for drainage, the second riser is used for exhaust, the first riser and the second riser are communicated with each other through a communication pipe, gas in the first riser flows into the second riser through the communication pipe and is discharged, the first riser is a reinforced internal spiral drainage pipe, a plurality of spiral ribs are arranged in the first riser, and the communication pipe is obliquely and upwards arranged from the first riser to the horizontal direction of the second riser so as to prevent water in the first riser from overflowing into the second riser.
As a further improvement of the invention, a plurality of stoppers facing the first vertical pipe are arranged inside the communicating pipe.
As a further development of the invention, the stop is distributed helically in the feed-through tube.
As a further improvement of the invention, the included angle between the stop piece and the communicating pipe is 30-60 degrees.
As a further improvement of the invention, the bottom of the stopper in the communicating pipe is provided with a plurality of drainage holes.
As a further improvement of the invention, the angle between the communicating pipe and the horizontal direction from the first vertical pipe to the second vertical pipe is inclined upwards is 10-45 degrees.
As a further improvement of the present invention, the material of the first vertical pipe and the second vertical pipe is rigid polyvinyl chloride.
As a further improvement of the invention, the rigid polyvinyl chloride comprises the following components in parts by weight: 95% of polyvinyl chloride, 3% of stabilizer, 1% of lubricant and 1% of filler.
As a further improvement of the invention, the outer diameter of the first vertical pipe is 100 +/-0.5 mm, the wall thickness is 3.5 +/-0.3 mm, and the thickness of the spiral rib is 3.2 +/-0.3 mm.
The invention has the beneficial effects that:
the water tongue phenomenon can be effectively eliminated, the water flow speed of the vertical pipe is slowed down, the hydraulic working condition of the vertical pipe is improved, the pressure fluctuation and the water flow noise of the water flow of the vertical pipe are reduced, and the water drainage capacity is greatly improved;
the communicating pipe can prevent water in the first vertical pipe from flowing into the second vertical pipe, so that the air exhaust performance of the second vertical pipe is influenced, and the water drainage capacity of the first vertical pipe is further improved;
the spiral-flow type double-vertical-pipe drainage system is simple in structure, high in strength of the vertical pipe and low in manufacturing cost, and can be widely applied to houses, hotels, hospital wards, nursing home houses, public buildings and the like.
Drawings
FIG. 1 is a schematic diagram of a cyclone type dual-riser drainage system according to an embodiment of the present invention;
fig. 2 is a schematic cross-sectional view of a first riser according to an embodiment of the present invention.
Detailed Description
The present invention will be described in detail below with reference to specific embodiments shown in the drawings. These embodiments are not intended to limit the present invention, and structural, methodological, or functional changes made by those skilled in the art according to these embodiments are included in the scope of the present invention.
Referring to fig. 1, a spiral-flow type dual-riser drainage system according to an embodiment of the present invention includes a first riser 10 and a second riser 20, which are disposed in parallel, wherein the first riser 10 is used for drainage, the second riser 20 is used for exhaust, the first riser 10 and the second riser 20 are communicated with each other through a communication pipe 30, and gas in the first riser 10 flows into the second riser 20 through the communication pipe 30 and is discharged.
Specifically, as shown in fig. 2, the first vertical pipe 10 is a reinforced internal spiral drainage pipe, a plurality of spiral ribs 11 are disposed in the first vertical pipe, and the communication pipe 30 is disposed obliquely upward from the first vertical pipe 10 to the horizontal direction of the second vertical pipe 20 to prevent water in the first vertical pipe 10 from overflowing into the second vertical pipe 20. The angle of the communication pipe with the horizontal direction from the first riser to the second riser is 10 ° to 45 °, and in the present embodiment, 30 ° is described as an example. Through the arrangement of the spiral ribs 11, the nappe phenomenon can be effectively eliminated, the water flow speed of the vertical pipe is reduced, the hydraulic working condition of the vertical pipe is improved, the pressure fluctuation and the water flow noise of the water flow of the vertical pipe are reduced, and therefore the drainage capacity of the vertical pipe is greatly increased. The communication pipe 30 is disposed obliquely upward, and thus, water in the first riser pipe is prevented from flowing into the second riser pipe, thereby affecting the air discharge performance of the second riser pipe.
In addition, a plurality of stoppers 31 facing the first vertical pipe are arranged inside the communication pipe 30, and the stoppers 31 are spirally distributed in the communication pipe 30 to provide a gas circulation channel and improve the exhaust efficiency.
Preferably, the angle between the stopper 31 and the communicating tube 30 is 30 ° to 60 °, as explained with 45 ° in the present embodiment, and a plurality of drainage holes 32 are provided at the bottom of the stopper 31 in the communicating tube. A drain hole 32.
When gas is discharged from the first riser 10 to the second riser 20, on the one hand, the gas may carry a part of the moisture to flow, and on the other hand, when the external temperature is too low, the gas may be partially converted into liquid due to liquefaction. Therefore, in the present embodiment, by the arrangement of the stopper 31 and the drain hole 32, the moisture carried in the first riser 10 can be re-flowed into the first riser 10 without affecting the gas flow, and can not be flowed into the second riser 20.
In order to improve the strength of the first riser and the second riser, in this embodiment, the first riser and the second riser are made of rigid polyvinyl chloride (PVC-U), specifically, amorphous thermoplastic resin prepared by polymerization of vinyl chloride monomer is added with certain additives (such as stabilizer, lubricant, filler, etc.). The hard polyvinyl chloride in the embodiment comprises the following components in parts by weight: 95% of polyvinyl chloride, 3% of stabilizer, 1% of lubricant and 1% of filler.
In addition, considering the strength, drainage performance and other factors of the first stand pipe, referring to fig. 2, the outer diameter of the first stand pipe 10 is 100 ± 0.5mm, the wall thickness is 3.5 ± 0.3mm, and the spiral rib thickness is 3.2 ± 0.3 mm. Preferably, the first riser 10 in this embodiment has an outer diameter of 100, a wall thickness of 3.5, and a helical rib thickness of 3.2.
The rotational flow type double-vertical-pipe drainage system in the embodiment is different from a single-vertical-pipe drainage system in that one vertical pipe is additionally arranged, the drainage capacity is improved by nearly one time (improved to 18L/S from the existing 10L/S), the single vertical pipe can only be used for houses with small toilets, hotels, hospital wards and homes for the aged, and the rotational flow type double-vertical-pipe drainage system can also be used for public buildings with public toilets.
In addition, the drainage capacity of the common double-riser drainage system is generally about 8.8L/S, and therefore, the spiral-flow type double-riser drainage system improves the drainage capacity to the same extent.
According to the technical scheme, the invention has the following beneficial effects:
the water tongue phenomenon can be effectively eliminated, the water flow speed of the vertical pipe is slowed down, the hydraulic working condition of the vertical pipe is improved, the pressure fluctuation and the water flow noise of the water flow of the vertical pipe are reduced, and the water drainage capacity is greatly improved;
the communicating pipe can prevent water in the first vertical pipe from flowing into the second vertical pipe, so that the air exhaust performance of the second vertical pipe is influenced, and the water drainage capacity of the first vertical pipe is further improved;
the spiral-flow type double-vertical-pipe drainage system is simple in structure, high in strength of the vertical pipe and low in manufacturing cost, and can be widely applied to houses, hotels, hospital wards, nursing home houses, public buildings and the like.
It should be understood that although the present description refers to embodiments, not every embodiment contains only a single technical solution, and such description is for clarity only, and those skilled in the art should make the description as a whole, and the technical solutions in the embodiments can also be combined appropriately to form other embodiments understood by those skilled in the art.
The above-listed detailed description is only a specific description of a possible embodiment of the present invention, and they are not intended to limit the scope of the present invention, and equivalent embodiments or modifications made without departing from the technical spirit of the present invention should be included in the scope of the present invention.
Claims (6)
1. The spiral-flow type double-riser drainage system is characterized by comprising a first riser and a second riser which are arranged in parallel, wherein the first riser is used for drainage, the second riser is used for exhaust, the first riser and the second riser are communicated with each other through a communication pipe, gas in the first riser flows into the second riser through the communication pipe and is discharged, the first riser is a reinforced internal spiral drainage pipe, a plurality of spiral ribs are arranged in the first riser, the communication pipe is obliquely and upwards arranged from the first riser to the horizontal direction of the second riser so as to prevent water in the first riser from overflowing into the second riser, a plurality of stop pieces facing the first riser are arranged inside the communication pipe, a plurality of drainage holes are formed in the bottom of the stop pieces in the communication pipe, and the stop pieces are spirally distributed in the communication pipe.
2. The dual stand pipe drain system of claim 1, wherein the angle between the stop and the communication pipe is between 30 ° and 60 °.
3. The spiral-flow type dual-riser drainage system of claim 1, wherein the angle of the communication pipe inclined upward from the horizontal direction from the first riser to the second riser is 10 ° to 45 °.
4. The spiral-flow type dual-riser drain system of claim 1, wherein the first riser and the second riser are made of rigid polyvinyl chloride.
5. The spiral-flow type double-riser drainage system according to claim 4, wherein the rigid polyvinyl chloride comprises the following components in parts by weight: 95% of polyvinyl chloride, 3% of stabilizer, 1% of lubricant and 1% of filler.
6. The spiral-flow type dual riser drain system of claim 1, wherein the first riser has an outer diameter of 100 ± 0.5mm, a wall thickness of 3.5 ± 0.3mm, and a spiral rib thickness of 3.2 ± 0.3 mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201610802765.6A CN106400901B (en) | 2016-08-26 | 2016-08-26 | Spiral-flow type double-vertical-pipe drainage system |
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Application Number | Priority Date | Filing Date | Title |
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CN201610802765.6A CN106400901B (en) | 2016-08-26 | 2016-08-26 | Spiral-flow type double-vertical-pipe drainage system |
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CN106400901A CN106400901A (en) | 2017-02-15 |
CN106400901B true CN106400901B (en) | 2020-06-23 |
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CN201610802765.6A Expired - Fee Related CN106400901B (en) | 2016-08-26 | 2016-08-26 | Spiral-flow type double-vertical-pipe drainage system |
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Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
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CN107938769A (en) * | 2017-11-30 | 2018-04-20 | 苏州水博士建材科技有限公司 | A kind of H pipes and the drainage system for including the H pipes |
CN108585376B (en) * | 2018-05-21 | 2021-04-27 | 福建省水产研究所 | Water treatment system for recycling heat of mariculture wastewater |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05331891A (en) * | 1992-06-03 | 1993-12-14 | Sekisui Chem Co Ltd | Drainage system of building |
CN202719288U (en) * | 2012-06-29 | 2013-02-06 | 南安市华益塑胶制造有限公司 | Novel drain pipe |
CN203346963U (en) * | 2013-07-12 | 2013-12-18 | 徐水县兴华铸造有限公司 | Rotational flow double-vertical pipe water discharge system |
CN104676132A (en) * | 2015-02-11 | 2015-06-03 | 上海深海宏添建材有限公司 | Spiral single-blade plastic pipeline water discharging system |
CN105178404A (en) * | 2015-08-07 | 2015-12-23 | 佛山市日丰企业有限公司 | Spiral high-speed silencing drain pipe |
CN204940443U (en) * | 2015-09-25 | 2016-01-06 | 中民筑友有限公司 | A kind of prefabricated integrated soil stack |
CN105696659A (en) * | 2016-03-18 | 2016-06-22 | 广东联塑科技实业有限公司 | Noise reduction rapid flow spiral drain |
CN205839888U (en) * | 2016-05-25 | 2016-12-28 | 山西泫氏实业集团有限公司 | The anti-H pipe that backflows of a kind of used in construction drainage |
-
2016
- 2016-08-26 CN CN201610802765.6A patent/CN106400901B/en not_active Expired - Fee Related
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05331891A (en) * | 1992-06-03 | 1993-12-14 | Sekisui Chem Co Ltd | Drainage system of building |
CN202719288U (en) * | 2012-06-29 | 2013-02-06 | 南安市华益塑胶制造有限公司 | Novel drain pipe |
CN203346963U (en) * | 2013-07-12 | 2013-12-18 | 徐水县兴华铸造有限公司 | Rotational flow double-vertical pipe water discharge system |
CN104676132A (en) * | 2015-02-11 | 2015-06-03 | 上海深海宏添建材有限公司 | Spiral single-blade plastic pipeline water discharging system |
CN105178404A (en) * | 2015-08-07 | 2015-12-23 | 佛山市日丰企业有限公司 | Spiral high-speed silencing drain pipe |
CN204940443U (en) * | 2015-09-25 | 2016-01-06 | 中民筑友有限公司 | A kind of prefabricated integrated soil stack |
CN105696659A (en) * | 2016-03-18 | 2016-06-22 | 广东联塑科技实业有限公司 | Noise reduction rapid flow spiral drain |
CN205839888U (en) * | 2016-05-25 | 2016-12-28 | 山西泫氏实业集团有限公司 | The anti-H pipe that backflows of a kind of used in construction drainage |
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Granted publication date: 20200623 |