CN101117804A - Semi-permeable drainage pipe and its drainage network - Google Patents
Semi-permeable drainage pipe and its drainage network Download PDFInfo
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- CN101117804A CN101117804A CNA2007100530614A CN200710053061A CN101117804A CN 101117804 A CN101117804 A CN 101117804A CN A2007100530614 A CNA2007100530614 A CN A2007100530614A CN 200710053061 A CN200710053061 A CN 200710053061A CN 101117804 A CN101117804 A CN 101117804A
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- 239000000463 material Substances 0.000 claims abstract description 13
- 238000007789 sealing Methods 0.000 claims description 7
- 238000001556 precipitation Methods 0.000 abstract description 2
- 239000003673 groundwater Substances 0.000 abstract 1
- 230000008595 infiltration Effects 0.000 abstract 1
- 238000001764 infiltration Methods 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 42
- 230000000694 effects Effects 0.000 description 15
- 239000003566 sealing material Substances 0.000 description 14
- 238000005516 engineering process Methods 0.000 description 6
- 239000011148 porous material Substances 0.000 description 6
- 229920006395 saturated elastomer Polymers 0.000 description 4
- 229920001971 elastomer Polymers 0.000 description 3
- 239000005060 rubber Substances 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- GUJOJGAPFQRJSV-UHFFFAOYSA-N dialuminum;dioxosilane;oxygen(2-);hydrate Chemical compound O.[O-2].[O-2].[O-2].[Al+3].[Al+3].O=[Si]=O.O=[Si]=O.O=[Si]=O.O=[Si]=O GUJOJGAPFQRJSV-UHFFFAOYSA-N 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 239000004746 geotextile Substances 0.000 description 2
- 230000005577 local transmission Effects 0.000 description 2
- 229910052901 montmorillonite Inorganic materials 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 235000019353 potassium silicate Nutrition 0.000 description 1
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 230000002522 swelling effect Effects 0.000 description 1
- 230000001052 transient effect Effects 0.000 description 1
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Abstract
本发明公开了一种半透水排水管及其排水网，涉及一种排水管及其排水网。一种半透水排水管(10)由透水上半管(11)和不透水下半管(12)组成。基于半透水排水管的排水网的结构是：在排水区域(30)设置有钻孔(40)，在钻孔(40)的内壁设置有半透水排水管(10)，在半透水排水管(10)的下半部和钻孔(40)的下半部之间设置有止水材料(20)。本发明只单向排出排水区域(30)的水分，不在排水区域(30)的其它地方传递；降低地下水浸润面位置；适用于土木、水利、交通、桥梁、矿山、市政、农业、园林等各类排水降水工程领域。
The invention discloses a semi-permeable drainage pipe and a drainage network thereof, and relates to a drainage pipe and a drainage network thereof. A semi-permeable drainage pipe (10) is composed of a permeable upper half pipe (11) and an impermeable lower half pipe (12). The structure of the drainage network based on the semi-permeable drainage pipe is: the drainage area (30) is provided with a borehole (40), the inner wall of the borehole (40) is provided with a semi-permeable drainage pipe (10), and the semi-permeable drainage pipe ( Water-stop material (20) is arranged between the lower half of 10) and the lower half of the borehole (40). The present invention only discharges the moisture in the drainage area (30) in one direction, and does not transfer to other places in the drainage area (30); it reduces the position of the groundwater infiltration surface; Category drainage and precipitation engineering field.
Description
Technical field
The present invention relates to a kind of gutter and drainage network thereof, relate in particular to a kind of semi-transparent water gutter and drainage network thereof, be applicable to all kinds of draining dewatering projects fields such as building, water conservancy, traffic, bridge, mine, municipal administration, agricultural, gardens.
Background technology
Traditional gutter mainly adopts: water discharge technologies such as plastic pipe, steel pipe, draining mattress, band drain, drainage prism.Transmit when the gutter in these several technology all faces the gutter draining and leak moisture, the problem that moisture flows out from the gap between gutter outer wall and the borehole wall easily, drainage effect haves much room for improvement.
The tradition gutter has following shortcoming:
Also the pipeline that leaks when 1, traditional gutter is drainage measure; Gapped between gutter and the drainage, understand some pore water along Clearance Flow, drainage effect is undesirable;
When 2, needing drainage to be transient seepage flow, the saturated surface position that forms behind the insertion gutter is bad to be determined, the length of the permeable part of draining tube wall (for example: sieve aperture, water-permeable pipe length) is bad to be determined.Permeable partial-length is long, and the water transmission that a part can be entered gutter enters the unsaturation zone; Permeable partial-length is too short, and drainability is limited, and same drainage effect is bad.
How discharging the pore water in precipitation or the drainage as much as possible, is the major issue that needs solution, therefore requires to release the novel gutter that a kind of drainage effect is better, technology is simple, applied widely.
Summary of the invention
Purpose of the present invention just is to overcome the problem and shortage that existing gutter exists, the innovation prior art, strengthen result of use, enlarge the scope of application, and provide a kind of semi-transparent water gutter and drainage network thereof, it is a kind of simple, effective water discharge technology, produce simple, with low cost, help strengthening drainage effect.
The object of the present invention is achieved like this:
As Fig. 1, semi-transparent water gutter (10) is made up of permeable upper tube half (11) and waterproof lower tube half (12).
Structure based on the drainage network of semi-transparent water gutter is: be provided with boring (40) at drainage (30), inwall in boring (40) is provided with semi-transparent water gutter (10), is provided with sealing material (20) between the Lower Half of the Lower Half of semi-transparent water gutter (10) and boring (40).
Operating principle of the present invention is:
See through permeable upper tube half (11), the pore water (50) in the drainage (30) is imported semi-transparent water gutter (10); By waterproof lower tube half (12) pore water (50) is migrated out drainage (30) in addition simultaneously.Semi-transparent water gutter (10) guarantees that the moisture of drainage (30) can only enter, and can not leak.Like this, in transmission course, moisture does not contact drainage (30) in the pipe, and the draining in the length range of semi-transparent water gutter (10) guarantees optimum drainage effect.Be provided with sealing material (20) in waterproof lower tube half (12) periphery, shutoff the gap between pipe outer wall and the boring (40), prevent the seepage of moisture between pipe outer wall and drill hole wall.Semi-transparent water gutter (10) is discharged drainage (30) in addition with moisture by gutter, thereby the moisture of realizing drainage (30) can only be discharged in gutter, and can not be by gutter other local transmission at drainage (30), thereby strengthened drainage effect, be particularly suitable for gutter and pass draining under the saturated surface situation of drainage (30).
The present invention has following advantage and good effect:
1. semi-transparent water gutter (10) can only unidirectional discharge drainage (30) moisture, or not do not guaranteed drainage effect other local transmission of drainage (30).
2. reduce underground water saturated surface position, particularly gutter and pass under the situation of saturated surface, drainage effect is obvious.
3. traditional relatively water discharge technology, pipe is better with boring country rock sealing performance, has avoided forming water transport channel between gutter and the country rock, and drainage effect is better than traditional gutter.
4. utilize semi-transparent water gutter (10) directly to use, simplify working procedure, accelerate job schedule to the job site.
Description of drawings
Fig. 1 is semi-transparent water drain structure schematic diagram;
Fig. 2 is a semi-transparent water gutter drainage effect schematic diagram in the side slope.
Wherein:
The semi-transparent water gutter of 10-
The permeable upper tube half of 11-, the waterproof lower tube half of 12-;
The 20-sealing material;
The 30-drainage;
The 40-inwall of holing;
The 50-pore water;
Underground water phreatic line position under not draining of the A-situation;
Underground water phreatic line position under the general gutter draining of the B-situation;
Underground water phreatic line position under the semi-transparent water gutter of the C-draining situation.
The specific embodiment
The present invention is further described below in conjunction with drawings and Examples:
One, semi-transparent water gutter and drainage network thereof are as Fig. 1.
1, semi-transparent water gutter (10)
1) shape of semi-transparent water gutter (10) can be Any shape, as: circular, oval, arbitrary polygon or irregularly shaped.
Semi-transparent water gutter (10) needs certain intensity and rigidity, avoids damaging in construction and the use.
2) permeable upper tube half (11)
Or be industrial water-permeable pipe, the listing product is arranged, as: band drain, water-permeable pipe, floral tube, grating pipe; Or constitute by seepy material, seepy material comprises gross porosity footpath material (average pore diameter＞0.01mm, as: cement, gravel, expanded rubber), geo-grid, geotextiles.
3) waterproof lower tube half (12)
Should be able to bear certain load, sealing material (20) is applied certain stress, improve the sealing of sealing material (20).
2, sealing material (20)
Sealing material (20) adopts conventional sealing, sealing material, as: material such as hydrophilic expanded rubber, geotextiles, water glass, cementing agent, swell soil, montmorillonite cloth, adhesive, cement or the mixed material of forming according to a certain percentage
Sealing material (20) preferably adopts sealing, the sealing material with swelling properties, as: hydrophilic expanded rubber, swell soil, montmorillonite cloth etc. guarantee sealing effectiveness.
3, waterproof lower tube half (12) and sealing material (20) merge
Be made up of permeable upper tube half (11)+bottom sealing material (20), sealing material (20) can substitute the effect of waterproof lower tube half (12), with the effect unanimity of permeable upper tube half (11)+waterproof lower tube half (12).
Specifically, be provided with boring (40), be provided with permeable upper tube half (11), be provided with sealing material (20) in the Lower Half of the inwall of boring (40) at the first half of inwall of boring (40) at drainage (30).
Two, test effect
Underground water phreatic line position such as Fig. 2 are followed successively by from top to bottom:
Underground water phreatic line position (B) under underground water phreatic line position (A) under the not draining situation, the general gutter draining situation, the underground water phreatic line position (C) under the semi-transparent water gutter draining situation.
This shows that the present invention makes underground water phreatic line position minimum.
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007100530614A CN100516381C (en) | 2007-08-28 | 2007-08-28 | Horizontal semi-permeable drainage pipe and its horizontal drainage network |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007100530614A CN100516381C (en) | 2007-08-28 | 2007-08-28 | Horizontal semi-permeable drainage pipe and its horizontal drainage network |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101117804A true CN101117804A (en) | 2008-02-06 |
| CN100516381C CN100516381C (en) | 2009-07-22 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2007100530614A Expired - Fee Related CN100516381C (en) | 2007-08-28 | 2007-08-28 | Horizontal semi-permeable drainage pipe and its horizontal drainage network |
Country Status (1)
| Country | Link |
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| CN (1) | CN100516381C (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101509250B (en) * | 2009-03-27 | 2011-03-16 | 合肥工业大学 | Seepage guide device for automatically removing water in soil body |
| CN102041845A (en) * | 2010-11-18 | 2011-05-04 | 中钢集团马鞍山矿山研究院有限公司 | United draining system for effectively lowering seepage lines in fill dam of tailing reservoir |
| CN102792846A (en) * | 2012-09-05 | 2012-11-28 | 中国科学院遗传与发育生物学研究所农业资源研究中心 | Wheat-corn double cropping symbiotic cultivation method in moderate saline-alkali soil based on buried pipe drainage and salt elimination |
| CN103993645A (en) * | 2014-06-05 | 2014-08-20 | 长沙理工大学 | Drainage pipe with replaceable side slope and construction method thereof |
| CN105019941A (en) * | 2015-08-06 | 2015-11-04 | 广东省长大公路工程有限公司 | Combined drainage blind pipe capable of being maintained |
| CN105525946A (en) * | 2015-12-30 | 2016-04-27 | 国家电网公司 | Horizontal drainage device for tunnel palisades |
| CN107870128A (en) * | 2017-01-05 | 2018-04-03 | 天津大学 | A mud-sealed vacuum preloaded indoor test model |
| CN109137940A (en) * | 2018-09-07 | 2019-01-04 | 中国地质大学（武汉） | A kind of novel solid drainage system suitable for loose landfill side slope |
| CN114086584A (en) * | 2021-11-25 | 2022-02-25 | 国网甘肃省电力公司 | Cleanable double-pipe inclined drainage pipe structure and construction method thereof |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2377352Y (en) * | 1999-06-21 | 2000-05-10 | 江苏振川科贸发展有限公司 | Semi-seepy hose |
| CN1280232A (en) * | 1999-07-07 | 2001-01-17 | 聂再安 | Water filtering and draining pipe of steel fiber feinforced cement |
| CN1136364C (en) * | 1999-12-17 | 2004-01-28 | 胡鸣群 | Drainage method and drainage pipe using the same |
-
2007
- 2007-08-28 CN CNB2007100530614A patent/CN100516381C/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101509250B (en) * | 2009-03-27 | 2011-03-16 | 合肥工业大学 | Seepage guide device for automatically removing water in soil body |
| CN102041845A (en) * | 2010-11-18 | 2011-05-04 | 中钢集团马鞍山矿山研究院有限公司 | United draining system for effectively lowering seepage lines in fill dam of tailing reservoir |
| CN102792846A (en) * | 2012-09-05 | 2012-11-28 | 中国科学院遗传与发育生物学研究所农业资源研究中心 | Wheat-corn double cropping symbiotic cultivation method in moderate saline-alkali soil based on buried pipe drainage and salt elimination |
| CN103993645A (en) * | 2014-06-05 | 2014-08-20 | 长沙理工大学 | Drainage pipe with replaceable side slope and construction method thereof |
| CN103993645B (en) * | 2014-06-05 | 2015-08-12 | 长沙理工大学 | A kind of side slope changeable type gutter and construction method thereof |
| CN105019941A (en) * | 2015-08-06 | 2015-11-04 | 广东省长大公路工程有限公司 | Combined drainage blind pipe capable of being maintained |
| CN105525946A (en) * | 2015-12-30 | 2016-04-27 | 国家电网公司 | Horizontal drainage device for tunnel palisades |
| CN107870128A (en) * | 2017-01-05 | 2018-04-03 | 天津大学 | A mud-sealed vacuum preloaded indoor test model |
| CN109137940A (en) * | 2018-09-07 | 2019-01-04 | 中国地质大学（武汉） | A kind of novel solid drainage system suitable for loose landfill side slope |
| CN109137940B (en) * | 2018-09-07 | 2019-10-29 | 中国地质大学（武汉） | A kind of three-dimensional drainage system suitable for loose landfill side slope |
| CN114086584A (en) * | 2021-11-25 | 2022-02-25 | 国网甘肃省电力公司 | Cleanable double-pipe inclined drainage pipe structure and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100516381C (en) | 2009-07-22 |
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