CN1303974A - Drainage method and drain pipe using said method - Google Patents
Drainage method and drain pipe using said method Download PDFInfo
- Publication number
- CN1303974A CN1303974A CN 99126199 CN99126199A CN1303974A CN 1303974 A CN1303974 A CN 1303974A CN 99126199 CN99126199 CN 99126199 CN 99126199 A CN99126199 A CN 99126199A CN 1303974 A CN1303974 A CN 1303974A
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- gutter
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The present invention relates to a drain pipe specially applicable to water drainage and soil conservation of mountain slope, retaining wall and road slope protection. It is characterized by that it is made into the form of pipe, on its whole external peripheral, along its whole circumference, semi-circumference or local circumference, there are several axial full-extended capillary water-guiding channels which have identical spacing density. These water-guiding channels possess fine and narrow water-intake slots capable of producing capillary, and communicating with interior of water-guiding channels, so that the said structure can produce capillary water absorption capability and siphon drain capbility so as to obtain good water-adsorption and drainage effect.
Description
The present invention relates to the invention that further develops out by No. 97115515.1 in the present application " water discharge method and be used in the banded draining material of the method ", refer to that especially a kind of basic principle and structure with regard to preceding case further develops having same purposes and having more compressive resistance and the tubulose water discharge member of operation of forming again.
In No. the 97115515.1st, preceding case, the inventor once disclosed a kind of hillside water and soil conservation that is applicable to, the underdrainage in farmland, orchard, water discharge method and banded water discharge member that the drainage system of tunnel, roadbed, building basement etc. is used, it is to utilize capillarity that the exit or entrance of a clitch of water in soil branch from the draining groove of water discharge member sucked, and by two ends drop in the ditch of enlarged-area and the local siphon power that produced, to promote suction and to be compiled discharge.After the inventor is that base growth goes out all reinforced banded structures with this case structure and principle, and application is appended in proposition, the inventor is in line with making persistent efforts, excelsior spirit, continue development, discovery is with preceding case water discharge member coiled tubulose or be shaped to tubulose and implement, then can be used in the draining of general retaining wall as the capillary gutter, and performance is as the capillary water absorption ability and the siphon drainage ability of preceding application case, simultaneously because of its enclosed type tubulose or arch bridge section structure, and can resist powerful soil pressure, obviously be a kind of improvement structure of supplying usefulness, therefore, propose the application of this case.
The present invention aims to provide a kind of novel gutter, and former system is got by the banded water discharge member development distortion of preceding case, except having original capillary of preceding case and siphonage, still has bigger compressive strength and better construction operation.
A further object of the present invention is providing a kind of gutter, its body periphery carefully is provided with many axially extended capillarys disposal ditches along wholecircle week or partial circle, can produce capillary water absorption ability and siphonage and favourable draining, therefore can use as the gutter of retaining wall and road bank protection etc.
Another purpose of the present invention is providing a kind of gutter, and the periphery of its body and inner edge wholecircle week or partial circle carefully are provided with many axially extended capillarys disposal ditches.
Another object of the present invention is providing a kind of gutter, and it can be vertically or tilts to be rooted in hillside, by its good suction and water transmitting ability, rainwater is imported in the deep soil rapidly and effectively, in underground, and prevents a large amount of washouts of rainwater with retaining.
Another purpose of the present invention is providing a kind of gutter, can replace the gutter that traditional retaining wall and road bank protection are used.
For reaching above-mentioned purpose, gutter of the present invention forms a tubular body, its outer peripheral face carefully is provided with axially extended capillary disposal ditches, many roads along wholecircle week or partial circle, the disposal ditches has the slot-shaped water inlet line of rabbet joint, its sealing is thin narrow and less than the raceway diameter that is generally round disposal ditches, moisture in the gutter surrounding soil is sucked in the disposal ditches to produce the capillary water absorption ability by this relation, and after this catchments, the height of water at two ends, mat disposal ditches produces siphonage with promotion suction water again, and reaches effective drainage effect.Aforementioned gutter can be one-body molded with synthetic resin, also can overlap the harder internal lining pipe of one deck material on the internal diameter of integrated capillary gutter.In another structure, then can adopt the flexibility capillary draining tape wrapping of female case to be coated on the periphery of a hard body and to form the capillary gutter, flexibility draining band can directly glue together or be bound in hard body side face and fix with iron wire etc.The section of capillary gutter also can be square, square type or other suitable geometries except that circular.The present invention also provides the joint construction of aforementioned capillary gutter, is convenient to two above gutter polyphones are joined to be used for draining.
The present invention also provides a kind of water discharge method that utilizes above-mentioned gutter to come the moisture in the suction soil.
Fig. 1 and Figure 1A are respectively phantom drawing and the end-view of first embodiment of gutter of the present invention.
Fig. 2 and Fig. 2 A are respectively phantom drawing and the end-view of second embodiment of gutter of the present invention.
Fig. 3 and Fig. 3 A are respectively phantom drawing and the end-view of the 3rd embodiment of gutter of the present invention, represent that outer capillary structure material is not wound in the state of parent tube as yet fully.
Fig. 4 and Fig. 4 A are respectively phantom drawing and the end-view of the 4th embodiment of gutter of the present invention.
Fig. 5 and Fig. 6 are respectively the phantom drawing that reaches before gutter of the present invention links after linking.
Fig. 7 represents the interface architecture of gutter of the present invention and the key diagram of suction water effect.
Fig. 8 represents the end-view of the cross section deformation example of gutter of the present invention.
Fig. 9 and Figure 10 represent the another kind of preceding phantom drawing that reaches after linking of binding that links structure of gutter of the present invention respectively.
Figure 11 represents the phantom drawing of traditional gutter.
Figure 12 and Figure 13 represent the schematic diagram of use situation two examples of gutter respectively.
Symbol description:
The 10 capillarys water inlet line of rabbet joint (notch)
15 capillary gutters, capillary drainage structure body
Other purposes of the present invention, effect and characteristics can further be understood by the detailed description of specific embodiment shown in the following cooperation drawing.
At first, please refer to Figure 11 to Figure 13 to traditional gutter and use-case is described.Traditional gutter 11A ties up to that its first half side face is drilled with many infiltration aperture 11B and gathers as mesh-shape as shown in figure 11, is used in the draining of the side slope of retaining wall 9C or road 9D usually, with reference to Figure 12 and shown in Figure 13.Its draught engine be made as with the soil of hillside face 9A or the water among the earthing 9B from the infiltration aperture 11B of the first half of gutter 11A by the seepage effect inflow pipe in Lower Half do not establish among the semicircle grooved water collecting part 11C of seepage flow aperture, relend help pipe gradient down from retaining wall 9C front or side slope flow out.The shortcoming of this gutter is: (1) causes eyelet obstruction so that seepage flow effect decrescence easily; (2) eyelet is little to body surface area ratio (that is percent opening), (increase as percent opening, then pipe structure becomes fragility, difficult anti-soil pressure); (3) basal area of the relative pipe of the seepage flow eyelet gross area differs very big, so that can not have siphonage to take place.
The invention provides a kind of gutter of novelty, basically, its draining mechanism must be with the mechanism that possessed of the banded draining material with the water inlet line of rabbet joint that can produce the capillary water absorption ability and the light section disposal ditches that can cause siphonage of female case, to be that banded water discharge member coiling becomes case type tubulose or this water discharge member is wound in a stereoplasm tube surface to increase structural strength originally, further then develop into and be directly formed to the single or multiple lift body, and eliminated the disappearance of traditional seepage-type gutter.
Fig. 1 and Figure 1A represent first embodiment of gutter of the present invention, the outer peripheral face of capillary water drainage structure of tool or gutter 15 is generally circular disposal ditches 10 along its wholecircle week with the close section that extends vertically in many roads that is provided with uniformly-spaced, the outside of disposal ditches 10 has opening and be enough to produce the capillary thin narrow water inlet line of rabbet joint (or notch) 20 outwardly, and it passes to the inboard raceway groove that internal diameter enlarges is disposal ditches 10.This gutter 15 adopts synthetic resin one-body molded, when desiring to be used in the place that need bear pressure, can adopt the engineering hard resin.
Fig. 2 and Fig. 2 A represent the second embodiment of the present invention, gutter 15 adopts mono-layer tube in the aforementioned embodiment, but then adopt two-layer pipe at present embodiment, particularly, 10 internal lining pipes 30 that add one deck tool compressive strength with the internal diameter of drain structure body 15 of the water inlet line of rabbet joint 20 constitute this gutter in aforementioned tool capillary disposal ditches.The advantage of making this structure is inside and outside two layers and can adopts the material of unlike material, hardness one-body molded with the compound extrusion forming method respectively.Outer 15 can adopt than the soft material of internal layer 30 with favourable moulding.
Fig. 3 and Fig. 3 A are the third embodiment of the present invention, and this embodiment is cut into the banded draining material of the flexibility of female case and is wound in a hard parent tube behind the suitable length and forms.Diagram person is coated on hard parent tube 30 peripheries situation midway for the flexibility capillary draining band 15A that is cut into suitable length and width degree reels, and the phantom drawing and the end view drawing of reeling after finishing are identical with Fig. 2 and Fig. 2 A in fact.Parent tube 30 also can be the pipe of steel pipe or other materials except that general hard plastic (synthetic resin) pipe, and the fixed form of capillary draining material 15A and parent tube 30 can bonding direct gummed, or ties up fixing with iron wire etc.The advantage of the gutter of this kind structure is will separate manufacturing with parent tube 30 at internal layer at outer field capillary draining band 15A, and material therefor also can select different materials to make respectively.
Fig. 4 and Fig. 4 A represent the fourth embodiment of the present invention, in the 3rd embodiment, flexibility draining band structure body 15A system is wound in the full week of parent tube 30, present embodiment is then only partly reeled, diagram person is the semi-circumference of approximately surrounding parent tube 30, but in fact be not limited to half cycle, looking design needs to form to be greater than or less than semi-circumference.
The above-mentioned the 3rd and the drain structure of the 4th embodiment, its outer field coating material is certainly as all close disposal ditches 10 and the water inlet line of rabbet joint 20 of being provided with of first and second embodiment on the capillary draining band 15A.
The internal diameter of above-mentioned disposal ditches 10 preferably can produce capillarity completely and form diameter capillaceous, and the width of rebate of the water inlet line of rabbet joint 20 should be the internal diameter less than disposal ditches 10.
Fig. 5 to Fig. 7 represents the situation how gutter of the present invention is contacted and extended and use.When desire with two gutters 40,40 join when using, can utilize splicing sleeve 50 to keep an appropriate intervals to link to each other two links of gutter 40, joint can use direct gummed or stamp rivet 5A as shown in Figure 6, even uses not shown trip pin etc. to be fixed.Must seal with fluid sealant around the joint of splicing sleeve 50, in order to avoid the water inlet outflow.
Fig. 7 represents that gutter connects the key diagram of its drainage when using.Two gutters 40,40 by after splicing sleeve 50 bindings, because sleeve pipe 50 inside have the separation backing pin 60 that is provided with along the circle spacing to block the joint pipe end, and between two abutting ends and sleeve pipe 50 inwalls, form the chamber 70 of confluxing, gutter 40 by upstream side is sucked in the disposal ditcheses 10 by the capillary water inlet line of rabbet joint 20 through the capillary drainage structure body suction of weekly form and the current 80 that infiltrate that infiltrate in soil, flow into forward again after the chamber 70 of confluxing confluxes, discharge toward downstream in the internal lining pipe (parent tube) 30 by the gutter 40 in downstream.
Fig. 8 represents the variation of gutter of the present invention, the section of gutter all adopts circle in aforementioned each embodiment, but this example then adopts the square pipe, owing to be the distortion of section configuration only, structure does not become in fact, therefore, all and aforementioned each example quite or corresponding part or member all use prosign to represent, and omit its structure explanation.Apparently, the section of gutter except that circular and square, also can form rectangle or other suitable geometries.
Fig. 9 and Figure 10 represent the another kind of joint construction example of two gutters.In this example, an end of gutter 40 is formed with the wide diameter portion 40A as joint, and its internal diameter is slightly larger than the front end external diameter of gutter 40, and like this, but two pipe mats are pegged graft mutually and are linked to be a long tube.
Moreover, more than each embodiment have capillary suction water-bound person with regard to the gutter periphery and be illustrated, but the personage who knows this technology is obviously as can be known, also not having as the same capillary suction water-bound of Zhou Yishe in gutter can not.
The present invention is because of having formation as above, the surperficial perforate (groove) of gutter thus rate can reach and improved water-taking efficiency more than 30%, again because of the capillary water absorption ability that structure produced and the siphon drainage ability of capillary water inlet notch and capillary disposal ditches, thereby can significantly promote suction water effect; Again because of the water inlet that utilizes capillarity, the structure body is not run through in the disposal ditches like traditional infiltration hole tube wall, so it is stronger on structural strength, internal lining pipe (parent tube) person of You Yijia cover atresia, intensity increases more, this is difficult to the person of reaching for traditional gutter, as seen this case further enlarges the novel gutter of drainings such as being used for waterwall, road bank protection, the contribution certain to the water and soil conservation tool again for the basic structure form with female case.
More than be to be illustrated,, be familiar with still can doing all modifications and change that all this should be considered as being covered by in this case claim, gives statement this spy in this operator not having under the present invention of disobeying spirit and the principle with regard to specific embodiments of the invention.
Claims (11)
1. gutter, it forms a tubular body, it is characterized in that: its full week of this tubular body outer surface upper edge or locally be provided with the capillary disposal ditches that many total lengths are vertically extended with uniformly-spaced close.
2. gutter according to claim 1, wherein the capillary disposal ditches by notch outwards and be enough to produce the capillary thin narrow water inlet line of rabbet joint and is positioned at the inboard and the capillary grooves of the internal diameter expansion that communicates with this water inlet line of rabbet joint constitutes.
3. gutter according to claim 1 and 2, wherein tubular body forms the mono-layer tube structure.
4. gutter according to claim 1 and 2, wherein tubular body forms two-layer pipe, and its inner layer pipe is the simple internal lining pipe of hard.
5. gutter according to claim 3, it adopts the synthetic resin material one-body molded.
6. gutter according to claim 4, it adopts inside and outside layer materials with different hardness to utilize compound extrustion process one-body molded.
7. gutter according to claim 4, the periphery of the hard parent tube that it will adopt the sheet of the indivedual moulding of flexible materials or banded capillary draining material to reel to be coated on indivedual moulding, and fixed by any mode that direct gummed, iron wire are tied up, heated in the thermosetting.
8. gutter according to claim 1 and 2, wherein the section configuration of tubular body is any in circular, square, rectangle or other encapsulated type geometries.
9. gutter according to claim 1, wherein an end of tubular body formation wide diameter portion can insert for the non-hole enlargement end of another tubular body and link to each other, and so can make many tubular bodies front and back be connected to a long gutter successively.
10. gutter according to claim 1, wherein tubular body is placed in the abutting end of two tubular bodies of desiring to join by the splicing sleeve that has abundant barrier pin in the middle of the internal diameter and is connected as a body, and wherein is formed with the chamber of confluxing between the link of interior position two tubular bodies of connecting cylinder.
11. water discharge method, it is that the water in the soil is sucked in the ditch via the set capillary of the outer peripheral face of the above-mentioned gutter of upstream side disposal ditches mat capillarity and seepage effect, flow into each gutter again and join after the chamber of confluxing that the junction surface forms of end confluxes, the endoporus via the gutter in downstream discharges again.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB991261992A CN1136364C (en) | 1999-12-17 | 1999-12-17 | Drainage method and drain pipe using said method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB991261992A CN1136364C (en) | 1999-12-17 | 1999-12-17 | Drainage method and drain pipe using said method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1303974A true CN1303974A (en) | 2001-07-18 |
| CN1136364C CN1136364C (en) | 2004-01-28 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB991261992A Expired - Lifetime CN1136364C (en) | 1999-12-17 | 1999-12-17 | Drainage method and drain pipe using said method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1136364C (en) |
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101126243B (en) * | 2006-08-10 | 2010-06-02 | 水控制株式会社 | Ground water collecting multilayer pipe |
| US7950930B2 (en) | 2007-05-28 | 2011-05-31 | Yazaki Corporation | Electric junction box |
| CN102251529A (en) * | 2011-06-02 | 2011-11-23 | 浙江大学 | Self-balancing siphon drainage method by using side slope declining drill hole |
| CN102296622A (en) * | 2011-05-19 | 2011-12-28 | 周昕 | Micro-pipe bundle seepage pipe for tailings |
| CN103410210A (en) * | 2013-08-02 | 2013-11-27 | 周居正 | Water-absorbing fiber percolation pipe and dewatering device |
| 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 |
| CN104594228A (en) * | 2015-01-14 | 2015-05-06 | 古辰智 | Water drain pipe and water drainage system comprising same |
| CN105569727A (en) * | 2016-01-19 | 2016-05-11 | 德阳凯达门业有限公司 | Drainage pipe system |
| CN105603892A (en) * | 2016-03-04 | 2016-05-25 | 中南大学 | Water nail drainage system for railway roadbed slope and construction method of system |
| CN105735055A (en) * | 2016-02-04 | 2016-07-06 | 李谨武 | Imbibition drainage method |
| CN106439296A (en) * | 2016-10-28 | 2017-02-22 | 朱虹斐 | Water pipe with leakage-proof connector |
| CN108550949A (en) * | 2018-05-28 | 2018-09-18 | 华霆（合肥）动力技术有限公司 | Temperature control device and power-supply device |
| CN108797559A (en) * | 2018-07-23 | 2018-11-13 | 刘亚丁 | The active efficient discharging water blind pipe system in underground |
| CN110004949A (en) * | 2019-05-05 | 2019-07-12 | 长沙理工大学 | For the efficient suction water pipe inside Rock And Soil |
| CN112648011A (en) * | 2021-01-25 | 2021-04-13 | 成都和拓土木工程有限公司 | Siphon rapid drainage anti-crystallization blind pipe and installation method thereof |
| CN112681475A (en) * | 2020-12-07 | 2021-04-20 | 江苏新貌城市建设有限公司 | Capillary permeable drainage belt connecting device for old community asphalt road reconstruction |
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| CN100439604C (en) * | 2005-05-16 | 2008-12-03 | 胡鸣群 | Compact consolidation drainage method for soft ground and collector well pipe therefor |
| CN100516381C (en) * | 2007-08-28 | 2009-07-22 | 中国科学院武汉岩土力学研究所 | Transverse semi-permeable discharge pipe and its transverse discharging net |
| CN113356180A (en) * | 2020-03-06 | 2021-09-07 | 陈赐贤 | Structure for preventing structure from liquefying |
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1999
- 1999-12-17 CN CNB991261992A patent/CN1136364C/en not_active Expired - Lifetime
Cited By (23)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101126243B (en) * | 2006-08-10 | 2010-06-02 | 水控制株式会社 | Ground water collecting multilayer pipe |
| US7950930B2 (en) | 2007-05-28 | 2011-05-31 | Yazaki Corporation | Electric junction box |
| CN101316032B (en) * | 2007-05-28 | 2012-05-09 | 矢崎总业株式会社 | Electrical junction box |
| CN102296622A (en) * | 2011-05-19 | 2011-12-28 | 周昕 | Micro-pipe bundle seepage pipe for tailings |
| CN102251529A (en) * | 2011-06-02 | 2011-11-23 | 浙江大学 | Self-balancing siphon drainage method by using side slope declining drill hole |
| 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 |
| CN103410210A (en) * | 2013-08-02 | 2013-11-27 | 周居正 | Water-absorbing fiber percolation pipe and dewatering device |
| 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 |
| CN104594228A (en) * | 2015-01-14 | 2015-05-06 | 古辰智 | Water drain pipe and water drainage system comprising same |
| CN105569727A (en) * | 2016-01-19 | 2016-05-11 | 德阳凯达门业有限公司 | Drainage pipe system |
| CN105735055B (en) * | 2016-02-04 | 2018-05-04 | 陈森 | Imbibition drainage |
| CN105735055A (en) * | 2016-02-04 | 2016-07-06 | 李谨武 | Imbibition drainage method |
| CN105603892A (en) * | 2016-03-04 | 2016-05-25 | 中南大学 | Water nail drainage system for railway roadbed slope and construction method of system |
| CN106439296A (en) * | 2016-10-28 | 2017-02-22 | 朱虹斐 | Water pipe with leakage-proof connector |
| CN106439296B (en) * | 2016-10-28 | 2018-07-20 | 佛山市汇灿机械设备有限公司 | Connector leakproof water pipe |
| CN108550949A (en) * | 2018-05-28 | 2018-09-18 | 华霆（合肥）动力技术有限公司 | Temperature control device and power-supply device |
| CN108797559A (en) * | 2018-07-23 | 2018-11-13 | 刘亚丁 | The active efficient discharging water blind pipe system in underground |
| CN110004949A (en) * | 2019-05-05 | 2019-07-12 | 长沙理工大学 | For the efficient suction water pipe inside Rock And Soil |
| CN110004949B (en) * | 2019-05-05 | 2021-02-26 | 长沙理工大学 | Efficient suction and drainage pipe used inside rock-soil body |
| CN112681475A (en) * | 2020-12-07 | 2021-04-20 | 江苏新貌城市建设有限公司 | Capillary permeable drainage belt connecting device for old community asphalt road reconstruction |
| WO2022120724A1 (en) * | 2020-12-07 | 2022-06-16 | 江苏新貌城市建设有限公司 | Capillary permeable drainage belt connecting device used for asphalt road reconstruction in old residential areas |
| CN112648011A (en) * | 2021-01-25 | 2021-04-13 | 成都和拓土木工程有限公司 | Siphon rapid drainage anti-crystallization blind pipe and installation method thereof |
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| CN1136364C (en) | 2004-01-28 |
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Owner name: GU XIN Free format text: FORMER OWNER: HU MINGQUN Effective date: 20140701 Owner name: CHEN SHAN Effective date: 20140701 |
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Effective date of registration: 20140701 Address after: 610000 No. 31, No. 3, No. 98, No. 1 middle road, Chengdu high tech Zone, Sichuan, China Patentee after: Gu Xin Patentee after: Chen Shan Address before: Taiwan County, Taipei, China Patentee before: Hu Mingqun |
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Granted publication date: 20040128 |