CN202202269U - Drainage system of drainage box structure - Google Patents
Drainage system of drainage box structure Download PDFInfo
- Publication number
- CN202202269U CN202202269U CN201120261591XU CN201120261591U CN202202269U CN 202202269 U CN202202269 U CN 202202269U CN 201120261591X U CN201120261591X U CN 201120261591XU CN 201120261591 U CN201120261591 U CN 201120261591U CN 202202269 U CN202202269 U CN 202202269U
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- China
- Prior art keywords
- band drain
- drainage
- band
- discharge casing
- drainage system
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Abstract
The utility model relates to a drainage system of a drainage box structure, which can solve the problems that the ordinary drainage system is not very good in drainage, does not have the purification function and can not recycle water. The drainage system comprises a drainage pipeline which is formed by arranging or connecting a plurality of drainage boxes, each drainage box is a square box body formed by splicing drainage plates, a plurality of water penetrating holes are formed on the drainage plates by hollowing, a layer of water seepage cloth is wrapped outside the drainage pipeline constituted by the drainage boxes, and a layer of non-water seepage cloth is wrapped on the two sides and the bottom of the drainage pipeline outside the water seepage cloth. The drainage system provided by the utility model has the advantages of high drainage effect, purification function, capability of recycling water, convenience in assembly, disassembly and transportation, and capability of being used in the drainage systems of roads, public parks, residences, playgrounds and the like.
Description
Technical field
The utility model relates to a kind of drainage system, relates in particular to the drainage system that a kind of displacement is big, have clean-up effect, discharge casing structure easy to assembly.
Background technology
Present road all has good drain function; In the road project construction, on road, be provided with gutter as the one of which, general gutter all is on the draining tube wall, to have several permeable holes; But the effect of infiltration is not fine, can not form good draining.And general gutter does not possess purification function, just water is drained, and can not recycle water.Like publication number is CN101487236A, and name is called the Chinese invention patent application of seepage and drainage geogrid, and its result comprises the hollow gutter that has permeable hole, the interconnected mutual formation net structure of adjacent rows water pipe.This gutter just has above-mentioned shortcoming, and the infiltration effect is not fine, and does not possess purification function, can not recycle water.
Summary of the invention
It is not fine that the utility model has mainly solved general drainage system draining; Do not possess purification function; The problem that can't recycle water, provide a kind of displacement big, have clean-up effect, can recycle water, the drainage system of discharge casing structure easy to assembly.
The utility model solves the technical scheme that its technical problem adopted: a kind of drainage system; Comprise the discharge pipe line of arranging or connecting and composing by the plurality of rows water tank; The square box of said discharge casing for constituting by the band drain amalgamation; Hollow out is formed with a plurality of permeable holes on the said band drain, and the discharge pipe line external packets that constitutes at discharge casing is wrapped with one deck infiltration cloth, is enclosed with the non-infiltration cloth of one deck in the both sides and the bottom of the externally drained pipeline of infiltration cloth.It is the discharge pipe line that the unit constitutes that the utility model adopts with the discharge casing, and displacement is big, and the discharge casing surface spreads all over permeable hole, and water can get in the discharge casing easily.Discharge casing is made up of the band drain amalgamation, and easy assembly and disassembly have also made things convenient for transportation simultaneously, and the user can be transported to construction ground with band drain, uses after the assembled on site.The discharge pipe line external packets that constitutes at discharge casing is wrapped with one deck infiltration cloth, and this infiltration cloth has also played the filtration, purification effect simultaneously, stops that sandstone and foreign material get into discharge casing.The non-infiltration cloth of infiltration cloth outerwrap has played the effect of tank, and non-infiltration cloth makes water can in discharge casing, not flow out.Can arranged between the discharge casing or connect and arrange, connect when arranging, can a shared band drain between two discharge casings that are connected, before and after discharge casing can carry out and the connection up and down.
As a kind of preferred version; Said band drain comprise the first relative band drain of two front and back, about relative second band drain and the 3rd relative up and down band drain; Be respectively arranged with several connection-pegs on the surface of the said second band drain four edges; Position near the limit on first band drain is provided with and the corresponding spliced eye of connection-peg; Position near the limit on the 3rd band drain is provided with and the corresponding spliced eye of connection-peg, between said first band drain is connected about two second band drains, between the 3rd band drain is connected about two second band drains.Through peg graft linking to each other, make discharge casing assembly and disassembly easily between the band drain.
As a kind of preferred version, on the surface of said first band drain and the 3rd band drain, also be provided with some row and the corresponding spliced eye of connection-peg.This makes and in discharge casing inside second band drain can also be set, and has strengthened the anti-bearing strength of discharge casing greatly.
As a kind of preferred version, said band drain comprises framework, in framework, is provided with many reinforcing ribs, and the mutual arranged crosswise of reinforcing rib forms some described permeable holes between reinforcing rib and the reinforcing rib.Band drain is intersected by reinforcing rib and constitutes, and has not only strengthened the intensity of band drain, and makes and form many permeable holes on the band drain, makes water to flow into more easily.
The utility model has the advantages that: 1. drainage effect is good; 2. have purification, can recycle water; 3. assembly and disassembly is convenient, simultaneously transportation; 4. can be used in the many places drainage systems such as road, park, dwelling house, sports ground.
Description of drawings
Fig. 1 is a kind of simple structure sketch map of discharge casing in the utility model;
Fig. 2 is a kind of simple structure sketch map of the 3rd band drain in the utility model;
Fig. 3 is a kind of simple structure sketch map of first band drain in the utility model;
Fig. 4 is a kind of concrete structure sketch map of second band drain in the utility model
Fig. 5 is a kind of structural representation of the utility model.
The non-infiltration cloth of 1-discharge casing 2-the 3rd band drain 3-second band drain 4-first band drain 5-permeable hole 6-spliced eye 7-connection-peg 8-infiltration cloth 9-10-framework 11-reinforcing rib
The specific embodiment:
Below through embodiment, and combine accompanying drawing, the technical scheme of the utility model is further described.
Embodiment:
The drainage system of a kind of discharge casing structure of present embodiment; Like Fig. 1 and shown in Figure 5; Drainage system comprises the discharge pipe line that is connected and composed by a plurality of discharge casings 1; The discharge pipe line external packets that constitutes at discharge casing is wrapped with infiltration cloth 8, is enclosed with the non-infiltration cloth 9 of one deck at the both sides and the bottom position of the externally drained pipeline of infiltration cloth.The square box of discharge casing 1 for constituting by the band drain amalgamation, band drain has framework 10, in framework, is provided with many reinforcing ribs 11; The mutual arranged crosswise of reinforcing rib; Form permeable hole 5 between reinforcing rib and the reinforcing rib, as shown in Figure 4, be a kind of structure of solid; Band drain shown in Fig. 1, Fig. 2 and Fig. 3 is a rough schematic, but in these band drains the concrete structure of reinforcing rib, permeable hole with the same shown in Fig. 4.Extremely shown in Figure 4 like Fig. 1; Band drain relative first band drain 4 before and after comprising, about relative second band drain 3, the 3rd relative band drain 2 of front and back; As shown in Figure 4; Wherein be respectively arranged with four connection-pegs 7 on the four edges surface of second band drain; As shown in Figures 2 and 3, the position near the limit on first band drain 4 and the 3rd band drain 2 is provided with and connection-peg 7 corresponding spliced eyes 6, and on the surperficial centre position of first band drain 4 and the 3rd band drain 2, also is provided with some row and connection-peg 7 corresponding spliced eyes 6.Connection-peg amalgamation mutually on spliced eye during installation on first band drain the right and left and second band drain, 3 front and rear side, the spliced eye on the 3rd band drain the right and left is attend the connection-peg amalgamation mutually in the bottom with second band drain 3, constitutes casing like this.This discharge casing can carry out the connection of fore-and-aft direction or above-below direction; As carry out front and back when connecting; Only need on first band drain the right and left of previous discharge casing, directly to install second band drain; So attend first band drain is installed respectively in the bottom, one second band drain, shared one first band drain between such two band drains are installed at the second band drain front end at second band drain.The utility model has dug the tunnel earlier on the ground when construction, spread non-infiltration cloth in side, tunnel and bottom then, on non-infiltration cloth, lays infiltration cloth again, is placed on after discharge casing connects on the infiltration cloth, and infiltration cloth is with the outside all parcels of discharge casing.
Specific embodiment described herein only is that the present invention's spirit is illustrated.Person of ordinary skill in the field of the present invention can make various modifications or replenishes or adopt similar mode to substitute described specific embodiment, but can't depart from spirit of the present invention or surmount the defined scope of appended claims.
Although this paper has used discharge casing, permeable hole, band drain, reinforcing rib, the first-class term of grafting morely, do not get rid of the possibility of using other term.Using these terms only is in order to describe and explain essence of the present invention more easily; It all is contrary with spirit of the present invention being construed to any additional restriction to them.
Claims (4)
1. the drainage system of a discharge casing structure; It is characterized in that: comprise the discharge pipe line of arranging or connecting and composing by plurality of rows water tank (1); The square box of said discharge casing for constituting by the band drain amalgamation; Hollow out is formed with a plurality of permeable holes (5) on the said band drain, and the discharge pipe line external packets that constitutes at discharge casing is wrapped with one deck infiltration cloth (8), is enclosed with the non-infiltration cloth of one deck (9) at the both sides and the bottom position of the externally drained pipeline of infiltration cloth.
2. the drainage system of a kind of discharge casing structure according to claim 1; It is characterized in that said band drain comprise relative first band drain (4) in two front and back, about relative second band drain (3) and relative up and down the 3rd band drain (2); Be respectively arranged with several connection-pegs (7) on the surface of the said second band drain four edges; Position near the limit on first band drain is provided with and the corresponding spliced eye of connection-peg (6); Position near the limit on the 3rd band drain is provided with and the corresponding spliced eye of connection-peg (6); Between said first band drain is connected about two second band drains, between the 3rd band drain is connected about two second band drains.
3. the drainage system of a kind of discharge casing structure according to claim 1 and 2 is characterized in that on the surface of said first band drain (4) and the 3rd band drain (2), also being provided with some row and the corresponding spliced eye of connection-peg (6).
4. the drainage system of a kind of discharge casing structure according to claim 1; It is characterized in that said band drain comprises framework (10); In framework, be provided with many reinforcing ribs (11), the mutual arranged crosswise of reinforcing rib forms some described permeable holes (5) between reinforcing rib and the reinforcing rib.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201120261591XU CN202202269U (en) | 2011-07-22 | 2011-07-22 | Drainage system of drainage box structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201120261591XU CN202202269U (en) | 2011-07-22 | 2011-07-22 | Drainage system of drainage box structure |
Publications (1)
Publication Number | Publication Date |
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CN202202269U true CN202202269U (en) | 2012-04-25 |
Family
ID=45966401
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201120261591XU Expired - Fee Related CN202202269U (en) | 2011-07-22 | 2011-07-22 | Drainage system of drainage box structure |
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CN (1) | CN202202269U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111395305A (en) * | 2020-04-15 | 2020-07-10 | 北京众泰云达科技发展有限公司 | Injection molding type lower water seepage special-shaped plate |
RU206523U1 (en) * | 2020-11-25 | 2021-09-14 | Федеральное государственное казенное военное образовательное учреждение высшего образования "ВОЕННАЯ АКАДЕМИЯ МАТЕРИАЛЬНО-ТЕХНИЧЕСКОГО ОБЕСПЕЧЕНИЯ имени генерала армии А.В. Хрулева" Министерства обороны Российской Федерации | Temporary culvert to be placed under the road embankment |
-
2011
- 2011-07-22 CN CN201120261591XU patent/CN202202269U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111395305A (en) * | 2020-04-15 | 2020-07-10 | 北京众泰云达科技发展有限公司 | Injection molding type lower water seepage special-shaped plate |
RU206523U1 (en) * | 2020-11-25 | 2021-09-14 | Федеральное государственное казенное военное образовательное учреждение высшего образования "ВОЕННАЯ АКАДЕМИЯ МАТЕРИАЛЬНО-ТЕХНИЧЕСКОГО ОБЕСПЕЧЕНИЯ имени генерала армии А.В. Хрулева" Министерства обороны Российской Федерации | Temporary culvert to be placed under the road embankment |
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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: 20120425 Termination date: 20200722 |
|
CF01 | Termination of patent right due to non-payment of annual fee |