CN202519658U - Driving rapid drainage system - Google Patents
Driving rapid drainage system Download PDFInfo
- Publication number
- CN202519658U CN202519658U CN2012201624545U CN201220162454U CN202519658U CN 202519658 U CN202519658 U CN 202519658U CN 2012201624545 U CN2012201624545 U CN 2012201624545U CN 201220162454 U CN201220162454 U CN 201220162454U CN 202519658 U CN202519658 U CN 202519658U
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- gutter
- drainage system
- main drainpipe
- capillary
- draining
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Abstract
The utility model discloses a driving rapid drainage system, and is used for solving the problems of low drainage efficiency and easy blockage of the conventional drainage system. The driving rapid drainage system comprises a main drain pipe (1) and branch drain pipes (2) which are respectively arranged on both sides of the main drain pipe (1) and communicated with the main drain pipe (1), wherein the top or both sides of the main drain pipe (1) and the branch drain pipes (2) are provided with capillary drain belts (3) communicated with the main drain pipe and the branch drain pipes. Furthermore, in order to improve the drainage efficiency to the maximum extent, the outer surface wall of the main drain pipe (1) is provided with capillary drain belts (3) as long as the main drain pipe (1). The driving rapid drainage system is simple in structure, low in cost and long in service life; the construction cost and maintenance cost are lowered, loss of water and soil is effectively avoided, and the water preserving function is beneficial to the environmental protection. Therefore, the system is suitable for popularization and application.
Description
Technical field
The utility model relates to a kind of drainage system, specifically, is the quick drainage system of a kind of active.
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 fields such as highway, railway bed, bridge foundation, retaining wall, bank protection, large reservoir dam, building real estate, golf course, football fields; 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, 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.And above-mentioned two kinds of water discharge methods are water moisture self restraint effectively all, is easy to cause the soil erosion of drainage, the heavy damage environment.
The utility model content
The purpose of the utility model is to overcome above-mentioned defective, and the active drainage system that a kind of displacement is big, efficient is high and have the water moisture self restraint function is provided.
To achieve these goals, the scheme of the utility model employing is following:
Active is drainage system fast, comprises main drainpipe, and is separately positioned on the gutter that these main drainpipe both sides also are communicated with it, passes through the draining band in the capillary that the top or the both sides of a said main drainpipe and a gutter are provided with connection with it.
Further, on the appearance wall of said main drainpipe, also be equipped with and pass through the draining band with the capillary of main drainpipe equal in length.
Further again, said main drainpipe is bellows or pvc pipe with a gutter.
In order better to realize the utility model; A gutter number that is positioned at the main drainpipe homonymy is more than two; And two adjacent distances of propping up between the gutter are 2～7m, and the capillary that is arranged on the main drainpipe is passed through the draining band then between adjacent gutter.
Specifically, two adjacent distances of propping up between the gutter are 3.5～5m.
Further; For a gutter that rationally distributes; Guarantee the distribution density of a draining dynamics and a gutter; 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 a kind of optimal way, the angle between a said main drainpipe and the gutter is 90 °, 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.
The utility model compared with prior art has the following advantages and beneficial effect:
(1) on a main drainpipe and the gutter a plurality of capillarys is installed in the utility model and passes through the draining band; Capillary is passed through the draining band and has been replaced main drainpipe in traditional drainage system and attend the effect that institute's grooved bore is collected moisture with a gutter; And as the main moisture transmission structure of draining; Not only avoided earth to stop up drain hole with moisture; Increased the water inlet of drainage system effectively, and passed 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; Shorten capillary greatly and passed through the draining band moisture water conservancy diversion is gone into the time of gutter, thereby improved the drainage efficiency of drainage system;
(2) capillary is passed through both sides or the top that the draining band is installed in a main drainpipe and a gutter in the utility model, so capillary is passed through certain space is arranged between draining band bottom of trench and the junction, and the function of water moisture self restraint has been played in this space.When supersaturation water in the soil was higher than capillary and passes through the junction of draining band and gutter, capillary was passed through the draining band and is just begun draining, makes capillary is passed through has certain self-restraint water below the draining band zone, but water moisture self restraint, using water wisely;
(3) the utility model also is equipped with the capillary of main drainpipe equal in length on the appearance wall of main drainpipe and passes through the draining band, and the setting that this capillary is passed through the draining band is equivalent to increase newly a gutter, and it has improved the drainage efficiency of drainage system further.
Description of drawings
Fig. 1 is the structural representation of the utility model-embodiment 1.
Fig. 2 is the structural representation of the utility model-embodiment 2.
Partial schematic diagram when Fig. 3 passes through the draining band for being equipped with capillary in the utility model.
Wherein, the component name that Reference numeral is corresponding is called: the 1-main drainpipe, and 2-props up gutter, and the 3-capillary is passed through the draining band.
The specific embodiment
Below in conjunction with embodiment and accompanying drawing thereof the utility model is done to specify further, but the embodiment of the utility model is not limited thereto.
Embodiment 1
Like Fig. 1, shown in 3, drainage system initiatively fast, this drainage system combines traditional drainage system and the drainage system that utilizes capillary to pass through the draining band; It is big to get the former displacement, the advantage that drainage speed is fast, and the latter can prevent the function complementation mutually that drainage system stops up effectively; When guaranteeing the two draining advantage, overcome the defective of the two, realize in the short time in a large number and draining completely; Simultaneously; Solve earth and stopped up drainage pipe, and problems such as soil erosion, surface subsidence, very high practicality had.And this drainage system has overcome the technological prejudice of this person skilled; On a main drainpipe 1 and a gutter 2, be provided with a plurality of capillarys and pass through draining band 3; Article one, capillary is passed through draining band 3 promptly corresponding drainage system water inlets, thereby has increased the water inlet of this drainage system widely; Being arranged on main drainpipe 1, to pass through the draining strip length with the capillary on the gutter 2 be more than the 0.2m; In order when guaranteeing drainage efficiency, to practice thrift cost; The assurance reasonable resources is utilized, and it is 0.2～2m that each capillary is passed through the draining strip length, and short length has reduced the time in draining band transmission moisture to the gutter widely; And a plurality of capillarys are passed through 3 drainings simultaneously of draining band, have guaranteed that then oversaturated moisture can instant being discharged from institute's drainage.In the present embodiment, capillary is passed through draining band 3 and vertically is installed on main drainpipe 1 both sides, and the capillary on the gutter 2 is passed through the both sides that draining band 3 then vertically is installed on a gutter 2.
In order better to realize present embodiment, make rational use of resources, reduce the cost of drainage system; Improve its cost performance, the distance in the present embodiment between homonymy and adjacent gutter 2 is 2～7m, and according to using operating mode; In conjunction with actual drainage effect, preferentially select 3.5～5m for use.
In the practical application; The king-sized zone of some displacement; Drainage efficiency requirement to drainage system is very high, in order to satisfy the draining demand under this operating mode, makes the utility model can satisfy the draining under any operating mode; Present embodiment also is equipped with on the appearance wall of main drainpipe 1 with the capillary of main drainpipe 1 equal in length and passes through draining band 3; The end that this capillary is passed through draining band 3 ends and main drainpipe 1 all is connected in catch pit, and its setting is equivalent to increase newly a gutter, thereby has improved the drainage efficiency of drainage system further.
In the present embodiment; Main drainpipe 1 is bellows or pvc pipe with a gutter 2, and its application life is very long, than the application life in two to three years of traditional drainage system; Can reach 15 years its application life; Even more of a specified duration, not only guarantee the permanently effective operation of drainage system, and reduced the maintenance cost of drainage system widely.
The course of work of the utility model is following: 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.
Like Fig. 2, shown in 3, present embodiment and embodiment 1 difference are, are provided with a plurality of capillarys at the top of a gutter 2 and pass through draining band 3.
According to the foregoing description, can well realize the utility model.What be worth explanation is, capillary is passed through between bottom of trench and the junction of draining band 3 in the utility model has certain space, and the function of water moisture self restraint has been played in this space.When supersaturation water in the soil was higher than capillary and passes through the junction of draining band and gutter, capillary was passed through draining band 3 and is just begun draining, makes capillary pass through the draining band has certain self-restraint water below 3 zone, but water moisture self restraint, using water wisely.
Claims (7)
1. initiatively quick drainage system; Comprise main drainpipe (1); And a gutter (2) that is separately positioned on this main drainpipe (1) both sides and is communicated with it, it is characterized in that: the capillary in that the top or the both sides of a said main drainpipe (1) and a gutter (2) are provided with connection is with it passed through draining band (3).
2. the quick drainage system of active according to claim 1 is characterized in that: on the appearance wall of said main drainpipe (1), also be equipped with the capillary of main drainpipe (1) equal in length and pass through draining band (3).
3. the quick drainage system of active according to claim 1 and 2 is characterized in that: said main drainpipe (1) is bellows or pvc pipe with a gutter (2).
4. the quick drainage system of active according to claim 3; It is characterized in that: gutter (a 2) number that is positioned at main drainpipe (1) homonymy is more than two; And the distances between two adjacent gutters (2) are 2～7m, are arranged on capillary on the main drainpipe (1) and pass through draining band (3) and then be positioned between adjacent the gutter (2).
5. the quick drainage system of active according to claim 4 is characterized in that: two adjacent distances of propping up between the gutter (2) are 3.5～5m.
6. according to claim 4 or the quick drainage system of 5 described actives; 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. according to claim 4 or the quick drainage system of 5 described actives; It is characterized in that: the angle between a said main drainpipe (1) and the gutter (2) is 90 °; 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201624545U CN202519658U (en) | 2012-04-17 | 2012-04-17 | Driving rapid drainage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201624545U CN202519658U (en) | 2012-04-17 | 2012-04-17 | Driving rapid drainage system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202519658U true CN202519658U (en) | 2012-11-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012201624545U Expired - Fee Related CN202519658U (en) | 2012-04-17 | 2012-04-17 | Driving rapid drainage system |
Country Status (1)
| Country | Link |
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| CN (1) | CN202519658U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104264634A (en) * | 2014-09-22 | 2015-01-07 | 韩启峰 | Rapid drainage type water storage overflow dam |
-
2012
- 2012-04-17 CN CN2012201624545U patent/CN202519658U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104264634A (en) * | 2014-09-22 | 2015-01-07 | 韩启峰 | Rapid drainage type water storage overflow dam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121107 Termination date: 20180417 |
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| CF01 | Termination of patent right due to non-payment of annual fee |