CN105421683A - Collection method and construction technology for pds zero-gradient protection siphon drainage - Google Patents
Collection method and construction technology for pds zero-gradient protection siphon drainage Download PDFInfo
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- CN105421683A CN105421683A CN201610002329.0A CN201610002329A CN105421683A CN 105421683 A CN105421683 A CN 105421683A CN 201610002329 A CN201610002329 A CN 201610002329A CN 105421683 A CN105421683 A CN 105421683A
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- Prior art keywords
- siphon drainage
- drainage groove
- siphon
- pds
- water
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- 238000000034 method Methods 0.000 title claims abstract description 27
- 238000010276 construction Methods 0.000 title claims abstract description 23
- 238000005516 engineering process Methods 0.000 title claims abstract description 18
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 30
- 229920002521 macromolecule Polymers 0.000 claims abstract description 25
- 239000002689 soil Substances 0.000 claims abstract description 9
- 239000002390 adhesive tape Substances 0.000 claims abstract description 5
- 239000004746 geotextile Substances 0.000 claims description 15
- 239000004743 Polypropylene Substances 0.000 claims description 9
- -1 polypropylene Polymers 0.000 claims description 9
- 229920001155 polypropylene Polymers 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 238000004078 waterproofing Methods 0.000 claims description 6
- 229920001903 high density polyethylene Polymers 0.000 claims description 5
- 239000004700 high-density polyethylene Substances 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 4
- 238000004064 recycling Methods 0.000 claims description 4
- 238000001556 precipitation Methods 0.000 claims description 3
- 238000011084 recovery Methods 0.000 claims description 3
- 238000009423 ventilation Methods 0.000 claims description 3
- 239000003638 chemical reducing agent Substances 0.000 abstract 1
- 230000008595 infiltration Effects 0.000 abstract 1
- 238000001764 infiltration Methods 0.000 abstract 1
- 239000010865 sewage Substances 0.000 description 4
- 239000004744 fabric Substances 0.000 description 2
- 238000001914 filtration Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 239000002253 acid Substances 0.000 description 1
- 230000003712 anti-aging effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses a collection method and a construction technology for pds zero-gradient protection siphon drainage. The collection method comprises: soil infiltration water continuously flowing to a siphon drainage channel through a macromolecule protection drainage abnormal-shaped sheet, water in the siphon drainage channel rapidly collecting on a water outlet, through a pipe line reducing diameter method, the water outlet making a siphon straight pipe form full flow, so as to form siphon, and the water entering an observation well and a water-collecting well in sequence, and finally the water being reused. The construction technology is that laying an adhesive tape, the siphon drainage channel, the macromolecule protection drainage abnormal-shaped sheet, a reducer pipe, the observation well and the water-collecting well in sequence. The collection method and construction technology for siphon drainage do not need to obtain gradient, and waterproof processing is not needed, and a principle of siphon is used, and original passive drainage is changed to active drainage, so as to effectively solve problems of an existing drainage structure that drainage is not thorough, water leaks, and vegetation is damaged. The method and the technology can reduce cost and construction period, effectively prolong life of buildings, and collected water can be reused.
Description
Technical field
The present invention relates to a kind of drainage collection method and construction technology, be specifically related to a kind of pds zero gradient protection siphon drainage collection method and construction technology.
Background technology
In prior art in the greening drainage system of multi-storied garage or other room body structures, the most frequently used is exactly band drain and waterproof construction.Band drain is generally used for planted roof, existing band drain, is to be formed solid on polymer sheet or cup-shaped is protruding, the rim of a cup of cup-shaped projection in the opposite direction of projection, protruding general upwards, the space between projection forms drainage channel.When projection is downward, punch between projection, water through this hole, then flows away from the space between projection.The drainage system that band drain carries out is utilized in current techniques, simple is exactly laid on roofing by some band drains, repave lid layer filter cloth above, filter cloth repaves lid greening soil, oozing the sewage got off like this can only from the side row of roofing, and drainage effect is also bad, that more easily causes roofing oozes tide, affects building structure.
Traditional underground building top board plantation node waterproof structure generally comprises as building top, sloping layer, leveling layer, waterproofing course, separation layer, pea gravel concreten topping, water-storage-drainage layer, filtration beds and planting soil; considerably increase running cost like this and add construction period; even and if adopt such waterproof construction; time has grown the situation that building structure also there will be seepage, to developer with bringing many worries per family.
Summary of the invention
Goal of the invention: the object of the invention is to solve deficiency of the prior art, there is provided a kind of without the need to looking for the gradient, do not need to carry out waterproofing work yet, the principle of siphon is adopted to change Active Drainage into by original passive draining, thus efficiently solve existing discharge structure draining not thoroughly, leak, damage the situation such as vegetation, building structure, and the present invention can reduce cost and construction period, effective prolongation building life, and pds zero gradient that the water collected can reuse protects siphon drainage collection method and construction technology.
Technical scheme: a kind of pds zero gradient protection siphon drainage collection method of the present invention, comprises the steps:
(1) macromolecule is protected draining special-shaped tablets and siphon drainage groove is all covered completely by soil;
(2) soil water leaking-in constantly flow to siphon drainage groove by macromolecule protection draining special-shaped tablets;
(3) on siphon drainage groove, install air-vent, the water in siphon drainage groove is pooled to delivery port very soon;
(4) delivery port is by the mode of pipeline reducing diameter, makes siphon straight tube form flowing full thus forms siphon;
(5) water in siphon drainage groove is constantly inhaled into observation well;
(6) water infiltrated flows into collecting well after observing well precipitation;
(7) water in collecting well can carry out recovery and irrigate recycling.
Further, the mode of described pipeline reducing diameter refers to employing tapered pipeline, and the caliber at described tapered pipeline two ends is greater than middle caliber.
Further, the gathering system of this pds zero gradient protection siphon drainage comprises macromolecule protection draining special-shaped tablets, siphon drainage groove, tapered pipeline, observe well and collecting well, described macromolecule protection draining special-shaped tablets and siphon drainage groove are laid on described building structure, also geotextiles is provided with above described macromolecule protection draining special-shaped tablets and siphon drainage groove, described siphon drainage groove top is connected with ventilative observation tube, described siphon drainage groove is communicated with observation well by tapered pipeline, described observation well is communicated with collecting well by pipeline, the top of described collecting well is also connected with the ventilative observation tube that catchments.
Further, described building structure and described macromolecule protect between draining special-shaped tablets and siphon drainage groove and are also provided with waterproofing course.
Further, described collecting well outer wrap has geotextiles, and sidepiece is provided with bleed off pipe.
Further, described siphon drainage groove comprises siphon drainage groove body, described siphon drainage groove body is interval with some reinforcing ribs, the top of described siphon drainage groove body is provided with ventilative observation panel, the sidepiece of described siphon drainage groove body is provided with outfall, the bottom of described siphon drainage groove body is provided with base plate, and the end of described siphon drainage groove body is provided with plug-in type notch that is fixing and extension rhone, and described siphon drainage groove body is also provided with the retaining mouth carrying out retaining.
Further, described siphon drainage groove body and reinforcing rib adopt high-density polyethylene material to make; The width range of described siphon drainage groove body is 4-20cm, and altitude range is 10-30cm.
The invention also discloses a kind of pds zero gradient protection siphon drainage construction technology, comprise the steps:
(1) according to working drawing positioning planning snap the line;
(2) to plan that centered by snap the line, adhesive tape laid by line;
(3) siphon drainage groove is laid;
(4) method that flushes lays the macromolecule protection draining special-shaped tablets of self-adhesion polypropylene geotextile;
(5) ventilative observation tube and the ventilation dustproof lid at siphon drainage groove top are installed;
(6) spread polypropylene geotextile and cover siphon drainage groove, and polypropylene geotextile seam crossing is bonded;
(7) by working drawing, siphon reducing gutter is installed;
(8) by working drawing, observation well is installed;
(9) by working drawing, system for reclaiming rainwater is installed.
Further, the described adhesive tape of step (2) adopts the sticky despot of HNB.
Further, described observation well height is greater than thickness of earth covering.
Beneficial effect: siphon drainage collection method of the present invention and construction technology, without the need to looking for the gradient, do not need to carry out waterproofing work yet, the principle of siphon is adopted to change Active Drainage into by original passive draining, thus efficiently solve existing discharge structure draining not thoroughly, leak, damage the situation such as vegetation, building structure, and the present invention can reduce cost and construction period, effectively extends building life, and the water collected can reuse.
Accompanying drawing explanation
Fig. 1 is siphon drainage gathering system overall structure schematic diagram of the present invention;
Fig. 2 is siphon drainage groove structural front view of the present invention;
Fig. 3 is the top view of Fig. 2;
Fig. 4 is the lateral view of Fig. 2.
Detailed description of the invention
The gathering system of a kind of pds zero gradient protection siphon drainage as shown in Figure 1, comprise macromolecule protection draining special-shaped tablets 3, siphon drainage groove 5, tapered pipeline 7, observe well 8 and collecting well 9, described macromolecule protection draining special-shaped tablets 3 and siphon drainage groove 5 are laid on described building structure 1, geotextiles 4 is also provided with above described macromolecule protection draining special-shaped tablets 3 and siphon drainage groove 5, described siphon drainage groove 5 top is connected with ventilative observation tube 6, described siphon drainage groove 5 is communicated with observation well 8 by tapered pipeline 7, described observation well 8 is communicated with collecting well 9 by pipeline, the top of described collecting well 9 is also connected with the ventilative observation tube 10 that catchments.
Further, described building structure 1 and described macromolecule protect between draining special-shaped tablets 3 and siphon drainage groove 5 and are also provided with waterproofing course 2.Described collecting well 9 outer wrap has geotextiles, and sidepiece is provided with bleed off pipe 11.
Macromolecule protection draining special-shaped tablets 3 adopts that the pure white virgin material of high density polyethylene (HDPE) is anti-aging, corrosion-resistant, acid and alkali-resistance, heat resistance reach 90 DEG C, and cold resistance reaches-60 DEG C.Its hot strength is greater than 40N/cm, and elongation rate of tensile failure is greater than 25%, and compressive strength is greater than 300kPa, and tearing strength is greater than 100N, and puncture strength is greater than 300N.
As shown in Fig. 2 to Fig. 4, siphon drainage groove 5 comprises siphon drainage groove body 51, described siphon drainage groove body 51 is interval with some reinforcing ribs 52, the top of described siphon drainage groove body 51 is provided with ventilative observation panel 53, the sidepiece of described siphon drainage groove body 51 is provided with outfall 54, the bottom of described siphon drainage groove body 51 is provided with base plate 55, the end of described siphon drainage groove body 51 is provided with plug-in type notch 56 that is fixing and extension rhone, and described siphon drainage groove body 51 is also provided with the retaining mouth 57 carrying out retaining.
Further optimization as technique scheme: described siphon drainage groove body 51 and reinforcing rib 52 adopt high-density polyethylene material to make, and greatly can improve resistance to compression and stretch-proof performance.The width range of described siphon drainage groove body 51 is 4-20cm, and altitude range is 10-30cm, greatly can improve water-holding capacity, is applicable to all kinds of occasion and uses.The altitude range of described reinforcing rib 52 is 15-35cm.The diameter range of described ventilative observation panel 53 is 150-200cm.The diameter range of described outfall 54 is 75-150cm.Described base plate 55 adopts plastics or metal to make, and thickness is 5-15mm.Internal diameter and another external diameter being attached thereto the draw-in groove connect of described plug-in type notch 56 match.Described retaining mouth 57 is arranged on the top of siphon drainage groove body 51, sidepiece or two positions and arranges simultaneously.
Certainly, siphon drainage groove structure also comprises straight-through, threeway, the structure such as four-way and bend pipe.During owing to constructing at the scene, the topographic structure of each job site is all different, so when carrying out practice of construction and installing, in order to ensure to carry out omnibearing draining, need to adopt straight-through, threeway, four-way and bend pipe structure to carry out collaborative installation, thus ensure that the every nook and cranny of job site can be in place.
This drainage channel structure is when carrying out overall pipe laying, drainage channel structure as above need be carried out draw-in groove to dock, due to the difference that rhone end is arranged, the inside and outside footpath of interconnective two draw-in grooves is mated mutually, make when carrying out abutting joint, as long as slightly firmly both ends are docked, thus substantially increase installation effectiveness.Rhone connects and fixes extension layout by connecting draw-in groove each other, each corner of roofing can be arranged in as requested, and the horizontal component pipe fitting of rhone can be connected with band drain, the sewage that such band drain is collected just flows in rhone by retaining mouth, rhone carries out the centralized collection of sewage, last sewage unification is discharged from outfall, process successively through sedimentation basin and collecting-tank is collected, water in final collecting-tank effectively can carry out recycling, again irrigate, thus greatly saved the use of water resource.
Above-mentioned a kind of pds zero gradient protection siphon drainage collection method, comprises the steps:
(1) macromolecule is protected draining special-shaped tablets and siphon drainage groove is all covered completely by soil;
(2) soil water leaking-in constantly flow to siphon drainage groove by macromolecule protection draining special-shaped tablets;
(3) on siphon drainage groove, install air-vent, the water in siphon drainage groove is pooled to delivery port very soon;
(4) delivery port is by the mode of pipeline reducing diameter, makes siphon straight tube form flowing full thus forms siphon;
(5) water in siphon drainage groove is constantly inhaled into observation well;
(6) water infiltrated flows into collecting well after observing well precipitation;
(7) water in collecting well can carry out recovery and irrigate recycling.
This pds zero gradient protection siphon drainage construction technology, comprises the steps:
(1) according to working drawing positioning planning snap the line;
(2) to plan that centered by snap the line, the sticky despot of HNB laid by line;
(3) siphon drainage groove is laid;
(4) method that flushes lays the macromolecule protection draining special-shaped tablets of self-adhesion polypropylene geotextile;
(5) ventilative observation tube and the ventilation dustproof lid at siphon drainage groove top are installed;
(6) spread polypropylene geotextile and cover siphon drainage groove, and polypropylene geotextile seam crossing is bonded;
(7) by working drawing, siphon reducing gutter is installed;
(8) by working drawing, observation well is installed, and observation well height is greater than thickness of earth covering;
(9) by working drawing, system for reclaiming rainwater is installed.
Pds zero gradient protection siphon drainage collection method of the present invention and construction technology thereof; perfectly solve house roof in prior art owing to using the problem causing seepage for a long time; and change Active Drainage into by original passive draining; once there be retaining will flow in siphon drainage groove by draining special-shaped tablets; there will not be long ponding situation, thus available protecting building structure.And the structure of siphon drainage groove of the present invention+macromolecule protection draining special-shaped tablets instead of sloping layer of the prior art, leveling layer, separation layer, pea gravel concreten topping and filtration beds completely; achieve five laminated one; thus greatly reduce cost; shorten construction period and effectively extend building life; and the water that this gathering system is collected can also reuse, and has saved water resource.
The above, it is only preferred embodiment of the present invention, not any pro forma restriction is done to the present invention, although the present invention discloses as above with preferred embodiment, but and be not used to limit the present invention, any those skilled in the art, do not departing within the scope of technical solution of the present invention, make a little change when the technology contents of above-mentioned announcement can be utilized or be modified to the Equivalent embodiments of equivalent variations, in every case be the content not departing from technical solution of the present invention, according to any simple modification that technical spirit of the present invention is done above embodiment, equivalent variations and modification, all still belong in the scope of technical solution of the present invention.
Claims (10)
1. pds zero gradient protection siphon drainage collection method, is characterized in that: comprise the steps:
(1) macromolecule is protected draining special-shaped tablets and siphon drainage groove is all covered completely by soil;
(2) soil water leaking-in constantly flow to siphon drainage groove by macromolecule protection draining special-shaped tablets;
(3) on siphon drainage groove, install air-vent, the water in siphon drainage groove is pooled to delivery port very soon;
(4) delivery port is by the mode of pipeline reducing diameter, makes siphon straight tube form flowing full thus forms siphon;
(5) water in siphon drainage groove is constantly inhaled into observation well;
(6) water infiltrated flows into collecting well after observing well precipitation;
(7) water in collecting well can carry out recovery and irrigate recycling.
2. a kind of pds zero gradient protection siphon drainage collection method according to claim 1, it is characterized in that: the mode of described pipeline reducing diameter refers to employing tapered pipeline, the caliber at described tapered pipeline two ends is greater than middle caliber.
3. a kind of pds zero gradient protection siphon drainage collection method according to claim 1 and 2, it is characterized in that: the gathering system of this pds zero gradient protection siphon drainage comprises macromolecule protection draining special-shaped tablets (3), siphon drainage groove (5), tapered pipeline (7), observe well (8) and collecting well (9), described macromolecule protection draining special-shaped tablets (3) and siphon drainage groove (5) are laid on described building structure (1), described macromolecule protection draining special-shaped tablets (3) and siphon drainage groove (5) top are also provided with geotextiles (4), described siphon drainage groove (5) top is connected with ventilative observation tube (6), described siphon drainage groove (5) is communicated with observation well (8) by tapered pipeline (7), described observation well (8) is communicated with collecting well (9) by pipeline, the top of described collecting well (9) is also connected with the ventilative observation tube (10) that catchments.
4. a kind of pds zero gradient protection siphon drainage collection method according to claim 3, is characterized in that: described building structure (1) and described macromolecule protect between draining special-shaped tablets (3) and siphon drainage groove (5) and be also provided with waterproofing course (2).
5. a kind of pds zero gradient protection siphon drainage collection method according to claim 3, it is characterized in that: described collecting well (9) outer wrap has geotextiles, and sidepiece is provided with bleed off pipe (11).
6. a kind of pds zero gradient protection siphon drainage collection method according to claim 3 or 4, it is characterized in that: described siphon drainage groove (5) comprises siphon drainage groove body (51), described siphon drainage groove body (51) is interval with some reinforcing ribs (52), the top of described siphon drainage groove body (51) is provided with ventilative observation panel (53), the sidepiece of described siphon drainage groove body (51) is provided with outfall (54), the bottom of described siphon drainage groove body (51) is provided with base plate (55), the end of described siphon drainage groove body (51) is provided with plug-in type notch (56) that is fixing and extension rhone, described siphon drainage groove body (51) is also provided with the retaining mouth (57) carrying out retaining.
7. a kind of pds zero gradient protection siphon drainage collection method according to claim 6, is characterized in that: described siphon drainage groove body (51) and reinforcing rib (52) adopt high-density polyethylene material to make; The width range of described siphon drainage groove body (51) is 4-20cm, and altitude range is 10-30cm.
8. pds zero gradient protection siphon drainage construction technology, is characterized in that: comprise the steps:
(1) according to working drawing positioning planning snap the line;
(2) to plan that centered by snap the line, adhesive tape laid by line;
(3) siphon drainage groove is laid;
(4) method that flushes lays the macromolecule protection draining special-shaped tablets of self-adhesion polypropylene geotextile;
(5) ventilative observation tube and the ventilation dustproof lid at siphon drainage groove top are installed;
(6) spread polypropylene geotextile and cover siphon drainage groove, and polypropylene geotextile seam crossing is bonded;
(7) by working drawing, siphon reducing gutter is installed;
(8) by working drawing, observation well is installed;
(9) by working drawing, system for reclaiming rainwater is installed.
9. a kind of pds zero gradient protection siphon drainage construction technology according to claim 8, is characterized in that: the described adhesive tape of step (2) adopts the sticky despot of HNB.
10. a kind of pds zero gradient protection siphon drainage construction technology according to claim 8, is characterized in that: described observation well height is greater than thickness of earth covering.
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610002329.0A CN105421683A (en) | 2016-01-06 | 2016-01-06 | Collection method and construction technology for pds zero-gradient protection siphon drainage |
| DE112016000221.1T DE112016000221T5 (en) | 2016-01-06 | 2016-11-03 | PDS tilt-free protective siphoning and collection process and construction process |
| PCT/CN2016/104412 WO2017118195A1 (en) | 2016-01-06 | 2016-11-03 | Pds zero-slope protection siphonic drainage and collection method and construction process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610002329.0A CN105421683A (en) | 2016-01-06 | 2016-01-06 | Collection method and construction technology for pds zero-gradient protection siphon drainage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105421683A true CN105421683A (en) | 2016-03-23 |
Family
ID=55500188
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610002329.0A Pending CN105421683A (en) | 2016-01-06 | 2016-01-06 | Collection method and construction technology for pds zero-gradient protection siphon drainage |
Country Status (3)
| Country | Link |
|---|---|
| CN (1) | CN105421683A (en) |
| DE (1) | DE112016000221T5 (en) |
| WO (1) | WO2017118195A1 (en) |
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| WO2017118195A1 (en) * | 2016-01-06 | 2017-07-13 | 南通沪望塑料科技发展有限公司 | Pds zero-slope protection siphonic drainage and collection method and construction process |
| WO2018121116A1 (en) * | 2016-12-29 | 2018-07-05 | 南通沪望塑料科技发展有限公司 | Reinforced water collection and drainage apparatus |
| CN109469268A (en) * | 2018-11-01 | 2019-03-15 | 湖北卓宝建筑节能科技有限公司 | A kind of zero gradient drain bar |
| CN110886283A (en) * | 2018-09-07 | 2020-03-17 | 北京众泰云达科技发展有限公司 | Composite high-molecular special-shaped sheet |
| CN110886323A (en) * | 2018-09-07 | 2020-03-17 | 北京众泰云达科技发展有限公司 | Prevent arranging integration drainage structures |
| CN110886303A (en) * | 2018-09-07 | 2020-03-17 | 北京众泰云达科技发展有限公司 | Prevent arranging integration underground drainage system |
| CN110905132A (en) * | 2019-12-05 | 2020-03-24 | 怀化沃普环保科技有限公司 | Siphon type waterproof system |
| CN110924604A (en) * | 2018-09-20 | 2020-03-27 | 世纪洪雨（德州）科技有限公司 | Protective siphon drainage collecting and recycling system and method |
| CN111074995A (en) * | 2019-12-30 | 2020-04-28 | 安徽海米新材料有限公司 | Garage top drainage system |
| CN113585639A (en) * | 2021-08-19 | 2021-11-02 | 中铁建设集团北京工程有限公司 | Roof siphon type drainage method construction process |
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| CN114457870A (en) * | 2022-03-25 | 2022-05-10 | 中国建筑第七工程局有限公司 | Construction method of fully-sealed intelligent water-proof and drainage recycling system |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4242226A1 (en) * | 1992-12-15 | 1994-06-16 | Schmidt Manfred | Rainwater collector for building with flat roof - has tubular siphon with small cross-section forming inlet on flat roof, which from top is inserted in one of rain fall tube |
| CN101105068A (en) * | 2007-08-02 | 2008-01-16 | 中国建筑第七工程局 | Siphon type rainwater discharging system construction technique |
| JP2008150948A (en) * | 2008-03-18 | 2008-07-03 | Takiron Co Ltd | Siphon type rainwater draining device |
| CN104088405A (en) * | 2014-07-04 | 2014-10-08 | 南通沪望塑料科技发展有限公司 | Siphonic drainage water collecting and recycling system |
| CN204326390U (en) * | 2014-12-16 | 2015-05-13 | 陕西华建防水工程有限公司 | Shed deckhead drainage system |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4726151A (en) * | 1987-01-06 | 1988-02-23 | Vitale Benedetto A | Rain water leader/gutter adaptor |
| CN103266724B (en) * | 2013-04-28 | 2015-02-25 | 深圳市建筑设计研究总院有限公司 | Drainage structure of planted roof |
| CN105696748A (en) * | 2016-01-06 | 2016-06-22 | 南通沪望塑料科技发展有限公司 | Pds zero-gradient protection siphonal water draining and collecting system |
| CN205369740U (en) * | 2016-01-06 | 2016-07-06 | 南通沪望塑料科技发展有限公司 | Zero slope protection siphon drainage collecting system of pds |
| CN105421683A (en) * | 2016-01-06 | 2016-03-23 | 南通沪望塑料科技发展有限公司 | Collection method and construction technology for pds zero-gradient protection siphon drainage |
-
2016
- 2016-01-06 CN CN201610002329.0A patent/CN105421683A/en active Pending
- 2016-11-03 DE DE112016000221.1T patent/DE112016000221T5/en not_active Ceased
- 2016-11-03 WO PCT/CN2016/104412 patent/WO2017118195A1/en active Application Filing
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4242226A1 (en) * | 1992-12-15 | 1994-06-16 | Schmidt Manfred | Rainwater collector for building with flat roof - has tubular siphon with small cross-section forming inlet on flat roof, which from top is inserted in one of rain fall tube |
| CN101105068A (en) * | 2007-08-02 | 2008-01-16 | 中国建筑第七工程局 | Siphon type rainwater discharging system construction technique |
| JP2008150948A (en) * | 2008-03-18 | 2008-07-03 | Takiron Co Ltd | Siphon type rainwater draining device |
| CN104088405A (en) * | 2014-07-04 | 2014-10-08 | 南通沪望塑料科技发展有限公司 | Siphonic drainage water collecting and recycling system |
| CN204326390U (en) * | 2014-12-16 | 2015-05-13 | 陕西华建防水工程有限公司 | Shed deckhead drainage system |
Non-Patent Citations (1)
| Title |
|---|
| 舒秋华等: "《房屋建筑学》", 31 January 2015 * |
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| WO2017118195A1 (en) * | 2016-01-06 | 2017-07-13 | 南通沪望塑料科技发展有限公司 | Pds zero-slope protection siphonic drainage and collection method and construction process |
| WO2018121116A1 (en) * | 2016-12-29 | 2018-07-05 | 南通沪望塑料科技发展有限公司 | Reinforced water collection and drainage apparatus |
| CN110886283A (en) * | 2018-09-07 | 2020-03-17 | 北京众泰云达科技发展有限公司 | Composite high-molecular special-shaped sheet |
| CN110886323A (en) * | 2018-09-07 | 2020-03-17 | 北京众泰云达科技发展有限公司 | Prevent arranging integration drainage structures |
| CN110886303A (en) * | 2018-09-07 | 2020-03-17 | 北京众泰云达科技发展有限公司 | Prevent arranging integration underground drainage system |
| CN110924604A (en) * | 2018-09-20 | 2020-03-27 | 世纪洪雨（德州）科技有限公司 | Protective siphon drainage collecting and recycling system and method |
| CN109469268A (en) * | 2018-11-01 | 2019-03-15 | 湖北卓宝建筑节能科技有限公司 | A kind of zero gradient drain bar |
| CN110905132A (en) * | 2019-12-05 | 2020-03-24 | 怀化沃普环保科技有限公司 | Siphon type waterproof system |
| CN110905132B (en) * | 2019-12-05 | 2022-06-10 | 怀化沃普环保科技有限公司 | Hydrocone type waterproof system |
| CN111074995A (en) * | 2019-12-30 | 2020-04-28 | 安徽海米新材料有限公司 | Garage top drainage system |
| CN113585639A (en) * | 2021-08-19 | 2021-11-02 | 中铁建设集团北京工程有限公司 | Roof siphon type drainage method construction process |
| CN113982202A (en) * | 2021-11-05 | 2022-01-28 | 昊博(山东)新材料科技有限公司 | Waterproof root-blocking siphon drainage collection system for garage planting roof and drainage method thereof |
| CN114351951A (en) * | 2021-12-17 | 2022-04-15 | 河南煜诚智联环保科技有限公司 | Earthing roofing infiltration water collecting system |
| CN114351951B (en) * | 2021-12-17 | 2023-10-24 | 河南煜诚智联环保科技有限公司 | Earthing roofing infiltration water collecting system |
| CN114457870A (en) * | 2022-03-25 | 2022-05-10 | 中国建筑第七工程局有限公司 | Construction method of fully-sealed intelligent water-proof and drainage recycling system |
Also Published As
| Publication number | Publication date |
|---|---|
| DE112016000221T5 (en) | 2017-09-28 |
| WO2017118195A1 (en) | 2017-07-13 |
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