CN102561280A - Quick drainage system utilizing capillary water permeating and draining belts and drainage method thereof - Google Patents
Quick drainage system utilizing capillary water permeating and draining belts and drainage method thereof Download PDFInfo
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- CN102561280A CN102561280A CN2012100249250A CN201210024925A CN102561280A CN 102561280 A CN102561280 A CN 102561280A CN 2012100249250 A CN2012100249250 A CN 2012100249250A CN 201210024925 A CN201210024925 A CN 201210024925A CN 102561280 A CN102561280 A CN 102561280A
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Abstract
The invention discloses a quick drainage system utilizing capillary water permeating and draining belts and a drainage method thereof, which solve the problems of low efficiency and easiness in blockage and the like of an existing drainage system. The quick drainage system comprises a main drainage pipe (1) and branch drainage pipes (2) arranged on the main drainage pipe (1), and is characterized in that the capillary water permeating and draining belts (3) are mounted on the main drainage pipe (1) and the branch drainage pipes (2). The conventional drainage method and the capillary water permeating and draining method are combined and advantages thereof are integrated, so that drainage is high in efficiency while the drainage pipes cannot be blocked.
Description
Technical field
What the present invention relates to is a kind of drainage system, specifically, relates to a kind of capillary and passes through quick drainage system of draining band and water discharge method thereof.
Background technology
In the civil engineering construction project in the soil draining of supersaturation water be most important, the most scabrous problem, as can not effectively discharging supersaturation water in the soil, basis weakness, soil erosion, surface subsidence, the avalanche of cunning ripple etc. can appear in soil under the immersion of water.Like highway, railway bed, bridge foundation, retaining wall, bank protection, large reservoir dam, building real estate, golf course, football field or the like field; All need discharge the supersaturation water in the soil quickly and effectively; It is firm to make it base fixed, to avoid the generation of above accident.
At present, traditional water discharge method mainly contains following two kinds:
One, traditional gutter drainage.This water discharge method is that a gutter is installed on main drainpipe, and is propping up the perforate at interval of gutter top and side, utilizes hole to collect supersaturation water, imports main drainpipe and discharges; Also need simultaneously to coat whole gutter with nonwoven, fill out rubble and layer of sand grating on every side, nonwoven and rubble, layer of sand are as filtration beds.Because the method draining is the gravity draining of leaning on head pressure to realize; Therefore; Can cause soil particle under head pressure and action of gravity, to sink and together get in the gutter, and then cause soil erosion and stop up gutter, when serious even cause surface subsidence with water; Or be deposited in and cause gutter surface drainage hole to stop up on the filtering layer nonwoven, the drain function of gutter was lost efficacy.
Two, capillary is passed through draining band drainage.This method is perforate on drain header, then capillary is passed through in the end insertion tube of draining band the other end institute's drainage that tiles; Because capillary is passed through draining band water-absorption surface and is laid downwards, when the soil supersaturation, utilizes capillary to pass through the capillary force function that the draining band has, and on one's own initiative the water suck-back is gone in the drainage groove; In suction; Because soil particle sinks under action of gravity, makes water and soil produce separation automatically like this, soil particle just can not get into gutter with water; Thereby prevented that effectively soil erosion and drainage system from stopping up, guaranteed that the unimpeded nothing of drainage system is stifled.But because this kind method is to pass through the draining band with capillary to replace traditional susceptible to plugging gutter, the length of its used draining band generally needs 5M above even longer; Though can collect moisture effectively, collected moisture need import main drainpipe through the plurality of rows water groove on the draining band, and the used time is just longer than traditional gutter water discharge time; Therefore; Its drainage efficiency is lower, runs into when needing urgent draining, will be difficult to satisfy actual needs.
Summary of the invention
The objective of the invention is to overcome above-mentioned defective, provide the capillary that a kind of draining is thorough, displacement is big, efficient is high to pass through quick drainage system of draining band and water discharge method thereof.
To achieve these goals, the scheme of the present invention's employing is following:
Capillary is passed through the quick drainage system of draining band, comprises main drainpipe, and is arranged on the gutter on this main drainpipe, on a said main drainpipe and a gutter, is separately installed with at least one capillary and passes through the draining band.
In order to guarantee drainage efficiency, it is more than the 0.2m that each capillary is passed through the draining strip length.
Further, in order when guaranteeing drainage efficiency, to practice thrift cost, guarantee the reasonable resources utilization, it is 0.2～2m that each capillary is passed through the draining strip length.
Again further, said main drainpipe is bellows or pvc pipe with a gutter.
For a gutter that rationally distributes, guarantee the distribution density of a draining dynamics and a gutter, the angle between a said main drainpipe and the gutter is 1 °～90 °.
Specifically, the angle between a said main drainpipe and the gutter is 1 °～89 °, and when the same side of main drainpipe was provided with at least two gutters, all of this main drainpipe the same side gutters were parallel to each other.As optimal way, the angle between a said main drainpipe and the gutter is 90 °, and this kind mode can reduce installation difficulty, improves installation effectiveness.
With the said system is the basis, and capillary provided by the invention is passed through the water discharge method of the quick drainage system of draining band, may further comprise the steps:
(1) is installed in capillary on main drainpipe and the gutter and passes through the draining band and utilize its capillary force function that has, initiatively the moisture in its below soil is sucked in it;
(2) soil particle that mixes in the moisture sinks under action of gravity automatically, and moisture separates with soil automatically;
(3) be drawn into capillary and pass through the moisture in the draining band, pass through the draining band through capillary and be guided in the main drainpipe and a gutter that is communicated with it;
(4) moisture that flows in the main drainpipe is directly discharged by main drainpipe, and the moisture that flows in the gutter then flows into main drainpipe from a gutter, discharges from main drainpipe again.
The present invention compared with prior art has the following advantages and beneficial effect:
(1) the present invention is based on traditional drainage system, no longer perforate on gutter substitutes original drain hole the moisture of institute's drainage is imported in the gutter and pass through the draining band by capillary; Capillary is passed through the draining band in suction; Because soil particle sinks under action of gravity, makes water and soil produce separation automatically like this, soil particle just can not get into gutter with water; Avoided soil particle under head pressure and action of gravity, to sink and together got in the gutter with water; Cause soil erosion and stop up gutter, or be deposited in and cause gutter surface drainage hole to stop up on the filtering layer nonwoven, the drain function of gutter was lost efficacy; Further; The present invention also is equipped with a plurality of capillarys and passes through the draining band on main drainpipe, main drainpipe passes through the draining strip length with the capillary on the gutter and is more than the 0.2m, preferentially selects 0.2～2m for use; Pass through draining band drainage compared to traditional capillary; The capillary of its use is passed through the draining strip length and is passed through the length that capillary that draining band drainage uses is passed through the draining band much smaller than traditional capillary, has shortened capillary greatly and has passed through the draining band moisture water conservancy diversion is gone into the time of gutter, thereby improved drainage efficiency; The present invention passes through water discharge method with traditional water discharge method and existing capillary and is integrated in one effectively, and it is big that it has used for reference traditional drainage system displacement, and water discharge time is short; Advantages such as high efficiency, having overcome existing capillary, to pass through the displacement of draining band draining mounting method little, and the time is long; Shortcomings such as efficient is low; Simultaneously, utilized capillary to pass through advantages such as the draining band does not stop up, active draining, overcome traditional gutter and leaned on shortcomings such as the easy obstruction of gravity drainage, severe water and soil erosion, the face of land are prone to subside;
(2) the present invention all is equipped with at least one capillary and passes through the draining band on a main drainpipe and a gutter; According to actual needs; A plurality of capillarys can be installed pass through the draining band, a plurality of capillarys are passed through the draining water inlet that the draining band has increased drainage system, have improved the drainage efficiency of drainage system further;
(3) angle between main drainpipe and the gutter is 1 °～90 ° among the present invention, when actual installation, can select required angle according to landform, has improved practical value of the present invention widely, and to the compliance of various landform.
Description of drawings
Fig. 1 is a kind of mounting plane figure of the present invention.
Fig. 2 is other a kind of mounting plane figure of the present invention.
Wherein, the component name that Reference numeral is corresponding is called: 1-main drainpipe, and a 2-gutter, 3-capillary is passed through the draining band.
The specific embodiment
Below in conjunction with embodiment and accompanying drawing thereof, the present invention is done to specify further, but embodiment of the present invention is not limited thereto.
Embodiment 1
As shown in Figure 1, capillary is passed through quick drainage system of draining band and water discharge method thereof, and its basic principle is based on traditional drainage system; Draining band 3 is passed through and on main drainpipe 1 and a gutter 2, capillary is installed all in the water hole that no longer on gutter 2, begins to rehearse, and passes through draining band 3 by capillary and substitutes original drain holes the moisture of institute's drainage is imported in the gutter; Capillary is passed through draining band 3 in suction; Because soil particle sinks under action of gravity, makes water and soil produce separation automatically like this, soil particle just can not get into gutter with water; Avoided soil particle under head pressure and action of gravity, to sink and together got in the gutter with water; Cause soil erosion and stop up gutter, or be deposited in and cause gutter surface drainage hole to stop up on the filtering layer nonwoven, the drain function of gutter was lost efficacy.The present invention passes through water discharge method with traditional water discharge method and existing capillary and is integrated in one effectively, realizes in the short time in a large number and draining completely, and simultaneously, solved earth and stopped up drainage pipe, and problems such as soil erosion, surface subsidence; Capillary is passed through the water discharge method of the quick drainage system of draining band, mainly may further comprise the steps:
One, be installed in capillary on main drainpipe and the gutter and pass through the draining band and utilize its capillary force function that has, initiatively moisture is sucked in it;
Two, the soil particle that mixes in the moisture sinks under action of gravity, and water and soil separates automatically;
Three, be drawn into capillary and pass through the moisture in the draining band, pass through draining band water conservancy diversion in a main drainpipe that is communicated with it and a gutter by capillary;
Four, pass through the moisture that draining band water conservancy diversion goes in the main drainpipe by capillary and directly discharge by main drainpipe, pass through the moisture that draining band water conservancy diversion goes in the gutter by capillary and then can flow in the main drainpipe, and then discharge by main drainpipe.
In the present embodiment, a gutter 2 is vertically mounted on main drainpipe 1 both sides.
In order better to realize present embodiment, main drainpipe 1 is bellows or pvc pipe with a gutter 2.
When rainwater or underground water make the soil supersaturation; This drainage system is started working; Utilize capillary to pass through capillary force that draining band 3 had and the water suck-back is got into capillary pass through in the drainage groove of draining band 3, import rapidly again in a gutter 2 and the main drainpipe 1 and discharge, wherein; The water that imports in the gutter 2 flow in the main drainpipe 1, and then is discharged by main drainpipe 1.
In the present embodiment; The length that employed capillary is passed through draining band 3 is more than the 0.2m, in order when guaranteeing drainage efficiency, to practice thrift cost, guarantees the reasonable resources utilization; It is 0.2～2m that each capillary is passed through the draining strip length; Its length is passed through the length that capillary that draining band drainage uses is passed through the draining band much smaller than traditional capillary, has shortened capillary greatly and has passed through draining band 3 the moisture water conservancy diversion is gone into the time of gutter, thereby improved drainage efficiency.And; Present embodiment all is equipped with at least one capillary and passes through draining band 3 on a main drainpipe 1 and a gutter 2; According to actual needs, a plurality of capillarys can be installed pass through draining band 3, a plurality of capillarys are passed through the draining water inlet that draining band 3 has increased drainage system; Thereby, improved the drainage efficiency of drainage system further.
Main feature of the present invention is that it is big to have used for reference traditional drainage system displacement, and water discharge time is short; Advantages such as high efficiency, having overcome existing capillary, to pass through the displacement of draining band draining mounting method little, and the time is long; Shortcomings such as efficient is low simultaneously, are utilized capillary to pass through the draining band and are not stopped up initiatively drainage principle; Overcome traditional gutter and leaned on gravity drainage to be prone to stop up, soil erosion, surface shortcoming such as subside.
As shown in Figure 2; The difference of present embodiment and embodiment 1 is; The angle that props up between gutter 2 and the main drainpipe 1 is 1 °～89 °, and when the same side of main drainpipe 1 was provided with at least two gutters 2, all of this main drainpipe 1 the same side gutters 2 were parallel to each other.
According to the foregoing description, can well realize the present invention.
Claims (8)
1. capillary is passed through the quick drainage system of draining band; Comprise main drainpipe (1); And be arranged on the gutter (2) on this main drainpipe (1), it is characterized in that: on a said main drainpipe (1) and a gutter (2), be separately installed with at least one capillary and pass through draining band (3).
2. capillary according to claim 1 is passed through the quick drainage system of draining band, it is characterized in that: it is more than the 0.2m that each capillary is passed through draining band (3) length.
3. capillary according to claim 2 is passed through the quick drainage system of draining band, it is characterized in that: it is 0.2～2m that each capillary is passed through draining band (3) length.
4. pass through the quick drainage system of draining band according to claim 2 or 3 described capillarys, it is characterized in that: said main drainpipe (1) is bellows or pvc pipe with a gutter (2).
5. capillary according to claim 4 is passed through the quick drainage system of draining band, it is characterized in that: the angle between a said main drainpipe (1) and the gutter (2) is 1 °～90 °.
6. capillary according to claim 5 is passed through the quick drainage system of draining band; It is characterized in that: the angle between a said main drainpipe (1) and the gutter (2) is 1 °～89 °; And when the same side of main drainpipe (1) was provided with at least two gutters (2), all of this main drainpipe (1) the same side gutters (2) were parallel to each other.
7. capillary according to claim 6 is passed through the quick drainage system of draining band, it is characterized in that: the angle between a said main drainpipe (1) and the gutter (2) is 90 °.
8. capillary is passed through the water discharge method of the quick drainage system of draining band, it is characterized in that, may further comprise the steps:
(1) is installed in capillary on main drainpipe and the gutter and passes through the draining band and utilize its capillary force function that has, initiatively the moisture in its below soil is sucked in it;
(2) soil particle that mixes in the moisture sinks under action of gravity automatically, and moisture separates with soil automatically;
(3) be drawn into capillary and pass through the moisture in the draining band, pass through the draining band through capillary and be guided in the main drainpipe and a gutter that is communicated with it;
(4) moisture that flows in the main drainpipe is directly discharged by main drainpipe, and the moisture that flows in the gutter then flows into main drainpipe from a gutter, discharges from main drainpipe again.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012100249250A CN102561280A (en) | 2012-02-06 | 2012-02-06 | Quick drainage system utilizing capillary water permeating and draining belts and drainage method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN2012100249250A CN102561280A (en) | 2012-02-06 | 2012-02-06 | Quick drainage system utilizing capillary water permeating and draining belts and drainage method thereof |
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| CN102561280A true CN102561280A (en) | 2012-07-11 |
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| CN2012100249250A Pending CN102561280A (en) | 2012-02-06 | 2012-02-06 | Quick drainage system utilizing capillary water permeating and draining belts and drainage method thereof |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102908808A (en) * | 2012-09-14 | 2013-02-06 | 成都益友科技发展有限公司 | Vortex siphon type pollution discharge mechanism |
| CN103586264A (en) * | 2012-08-14 | 2014-02-19 | 江苏盖亚环境工程有限公司 | Method for soil remediation by using vertical and horizontal type automatic high-efficient leaching irrigation and drainage system |
| CN103981844A (en) * | 2014-04-23 | 2014-08-13 | 中国农业科学院农田灌溉研究所 | Farmland drainage system |
| CN107512842A (en) * | 2016-06-17 | 2017-12-26 | 南宁强国科技有限公司 | A kind of capillary mud-water separation filter |
| CN107864831A (en) * | 2016-09-27 | 2018-04-03 | 蔡宜真 | Latent ground formula fills row's integration system |
| CN109736417A (en) * | 2018-12-18 | 2019-05-10 | 温州国盛建设有限公司 | Rustic home water flood control system and flood control system construction process |
| CN111576362A (en) * | 2020-06-13 | 2020-08-25 | 黑龙江省农业科学院土壤肥料与环境资源研究所 | Farmland drainage system for slope farmland |
| CN112127430A (en) * | 2020-09-18 | 2020-12-25 | 浙江亚厦装饰股份有限公司 | Capillary secondary drainage net and arrangement mode thereof |
| CN113322939A (en) * | 2021-05-27 | 2021-08-31 | 湖南大学 | PTC (Positive temperature coefficient) tubular pile based on CPDB (compact peripheral component interconnect data) technology and movable anti-blocking device and construction method thereof |
| CN114531988A (en) * | 2022-03-23 | 2022-05-27 | 天津绿茵景观生态建设股份有限公司 | Desalination structure and desalination method for improving saline-alkali soil |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0881947A (en) * | 1994-09-05 | 1996-03-26 | Toei Kosan Kk | Improving method for drainage processing for sod |
| CN1206058A (en) * | 1997-07-18 | 1999-01-27 | 胡鸣群 | Water drainage method and belt drainage component used therein |
| RU2233941C1 (en) * | 2003-01-29 | 2004-08-10 | "Петербургский государственный университет путей сообщения | Drainage system |
| CN2926190Y (en) * | 2006-04-29 | 2007-07-25 | 广州德润环保科技发展有限公司 | Capillary penetrating drainage band |
| CN101654911A (en) * | 2009-08-25 | 2010-02-24 | 周昕 | Suction and delivery water assembly |
-
2012
- 2012-02-06 CN CN2012100249250A patent/CN102561280A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0881947A (en) * | 1994-09-05 | 1996-03-26 | Toei Kosan Kk | Improving method for drainage processing for sod |
| CN1206058A (en) * | 1997-07-18 | 1999-01-27 | 胡鸣群 | Water drainage method and belt drainage component used therein |
| RU2233941C1 (en) * | 2003-01-29 | 2004-08-10 | "Петербургский государственный университет путей сообщения | Drainage system |
| CN2926190Y (en) * | 2006-04-29 | 2007-07-25 | 广州德润环保科技发展有限公司 | Capillary penetrating drainage band |
| CN101654911A (en) * | 2009-08-25 | 2010-02-24 | 周昕 | Suction and delivery water assembly |
Non-Patent Citations (1)
| Title |
|---|
| 陈国清等: "毛细透排水带在常德市水库大坝排水体改造中的应用", 《湖南水利水电》, no. 05, 20 October 2007 (2007-10-20), pages 47 - 48 * |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103586264A (en) * | 2012-08-14 | 2014-02-19 | 江苏盖亚环境工程有限公司 | Method for soil remediation by using vertical and horizontal type automatic high-efficient leaching irrigation and drainage system |
| CN102908808A (en) * | 2012-09-14 | 2013-02-06 | 成都益友科技发展有限公司 | Vortex siphon type pollution discharge mechanism |
| CN103981844A (en) * | 2014-04-23 | 2014-08-13 | 中国农业科学院农田灌溉研究所 | Farmland drainage system |
| CN103981844B (en) * | 2014-04-23 | 2016-06-22 | 西安理工大学 | A kind of agricultural drain system |
| CN107512842A (en) * | 2016-06-17 | 2017-12-26 | 南宁强国科技有限公司 | A kind of capillary mud-water separation filter |
| CN107864831A (en) * | 2016-09-27 | 2018-04-03 | 蔡宜真 | Latent ground formula fills row's integration system |
| CN109736417A (en) * | 2018-12-18 | 2019-05-10 | 温州国盛建设有限公司 | Rustic home water flood control system and flood control system construction process |
| CN111576362A (en) * | 2020-06-13 | 2020-08-25 | 黑龙江省农业科学院土壤肥料与环境资源研究所 | Farmland drainage system for slope farmland |
| CN112127430A (en) * | 2020-09-18 | 2020-12-25 | 浙江亚厦装饰股份有限公司 | Capillary secondary drainage net and arrangement mode thereof |
| CN113322939A (en) * | 2021-05-27 | 2021-08-31 | 湖南大学 | PTC (Positive temperature coefficient) tubular pile based on CPDB (compact peripheral component interconnect data) technology and movable anti-blocking device and construction method thereof |
| CN114531988A (en) * | 2022-03-23 | 2022-05-27 | 天津绿茵景观生态建设股份有限公司 | Desalination structure and desalination method for improving saline-alkali soil |
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Application publication date: 20120711 |