CN207048010U - A kind of novel water permeable gutter - Google Patents
A kind of novel water permeable gutter Download PDFInfo
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- CN207048010U CN207048010U CN201720695868.7U CN201720695868U CN207048010U CN 207048010 U CN207048010 U CN 207048010U CN 201720695868 U CN201720695868 U CN 201720695868U CN 207048010 U CN207048010 U CN 207048010U
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- permeable
- ditch
- septal fossula
- plate
- novel water
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Abstract
The utility model discloses a kind of novel water permeable gutter, the gutter for solving prior art can only draining, it is impossible to which the problem of collecting rainwater, its drip irrigation device are：Septal fossula including outer fissure, on the inside of outer fissure and the storage tank for collecting rainwater, the septal fossula includes two ditch plates and the permeable ditch bottom between two ditch plates, the outer fissure includes two side plates and the bottom plate between two side plates, the lateral wall of the ditch plate is bonded with the madial wall of side plate, a water-guiding cavity connected with storage tank is formed between the inwall of the outer fissure and permeable ditch bottom, reach draining, it is permeable while the purpose that is collected to rainwater.
Description
Technical field
A kind of gutter is the utility model is related to, more specifically, it relates to a kind of novel water permeable gutter.
Background technology
Sponge city is new generation of city storm water man- agement concept, refers to that city is brought in adaptation environmental change and reply rainwater
Natural calamity etc. have good " elasticity ".When raining water suction, water storage, infiltration, water purification, it is necessary to when the water that will store
" release " is simultaneously used, and it is exactly to collect that it, which includes link, the first steps such as collection, infiltration, reuse, discharge,.
Now retrieve Publication No. CN201128851Y Chinese patent document, entitled side permeable drainage ditch,
The side permeable drainage ditch includes two ditch plates and the bottom of trench positioned at two ditch plate this part, and two ditch plates form gutter, row with bottom of trench
One of the ditch plate in ditch is permeable structure.
Above-mentioned side permeable drainage ditch seeps water in the soil by permeable lateral roadside, but can not collect rainwater, so
A kind of new technological means is needed to solve the above problems.
Utility model content
The purpose of this utility model is to provide a kind of novel water permeable gutter, reach draining, it is permeable while to rainwater
The purpose being collected.
Above-mentioned technical purpose of the present utility model technical scheme is that：A kind of novel water permeable draining
Ditch, including outer fissure, the septal fossula on the inside of outer fissure and the storage tank for collecting rainwater, the septal fossula include two ditch plates with
And the permeable ditch bottom between two ditch plates, the outer fissure include two side plates and the bottom plate between two side plates,
The lateral wall of the ditch plate is bonded with the madial wall of side plate, and one and water storage are formed between the inwall of the outer fissure and permeable ditch bottom
The water-guiding cavity of case connection.
By using above-mentioned technical proposal, on the inside of outer fissure, the lateral wall of ditch plate is bonded septal fossula with the madial wall of side plate,
Septal fossula is provided with permeable ditch bottom, and when raining, rainwater flows into septal fossula, and penetrates into water-guiding cavity by permeable ditch bottom, and permeable ditch bottom was played
The effect of filter, water-guiding cavity connect with storage tank, and storage tank gets up rainwater-collecting to be utilized；Compared with prior art, realizing
While permeable drainage ditch draining, pervious function, rainwater is collected, realizes the reuse of rainwater.
Preferably, the septal fossula also includes the water fender set perpendicular to septal fossula length direction, and the inside of the side plate is set
There is rhone, be communicated with the madial wall of the side plate in rhone and the discharge outlet above septal fossula.
By using above-mentioned technical proposal, water fender stops rainwater, and when rainwater is smaller, rainwater is stopped by water fender,
And water-guiding cavity is penetrated into by permeable ditch bottom, and flow into storage tank；When rainwater is larger, the permeable underspeed at permeable ditch bottom is with general
Rainwater is discharged, and so as to which rainwater covers septal fossula, and enters rhone by discharge outlet, rainwater is discharged.
Preferably, the ditch plate is vertically arranged with side plate, and the septal fossula, which slides vertically, is connected to outer fissure, the bottom plate
Driving septal fossula is provided between upper end and permeable ditch bottom towards side slip outside outer fissure so that ditch plate blocks the elastic component in discharge outlet.
By using above-mentioned technical proposal, elastic component drives the lateral direction of septal fossula towards outer fissure to slide, when rainwater is smaller
When, the rainwater in septal fossula is less, and ditch plate is blocked on the outside of discharge outlet, and now rainwater will not flow into rhone, rainwater from discharge outlet
Water-guiding cavity will be penetrated into from permeable ditch bottom；When rainwater is larger, rainwater in septal fossula is more, weight is larger, and septal fossula will overcome elasticity
The elastic force of part is moved down, and so as to expose discharge outlet, draining will be passed through by having little time to penetrate into the rainwater of water-guiding cavity from permeable ditch bottom
Mouth inflow rhone.
Preferably, the elastic component includes push-rod assembly, and push-rod assembly includes the sleeve located at bottom plate, is slidably connected to set
Cylinder and contact under permeable ditch the push rod at end and between push rod and sleeve and driving push rod is towards mobile on the outside of sleeve
Spring.
By using above-mentioned technical proposal, push rod contacts at the lower end at permeable ditch bottom, and Spring driving push rod is towards outside sleeve
Side slip is so as to driving septal fossula to slide.
Preferably, the lateral wall of the ditch plate is provided with slipping block, and the madial wall of the side plate is provided with vertically arranged confession
Slipping block slides and limits the slippage slot of slipping block skidding distance.
By using above-mentioned technical proposal, slipping block, which slides vertically, is connected to slippage slot, so that septal fossula directional-sliding, and
The distance that limitation slipping block slides in slippage slot, so as to prevent septal fossula from deviating from from outer fissure.
Preferably, the madial wall of the side plate is provided with the sealing joint strip below septal fossula.
By using above-mentioned technical proposal, when the rainwater in septal fossula is more, it will downwards slide and contact at sealing joint strip,
It will be separated above septal fossula not over the rainwater in the rainwater and water-guiding cavity of the filtering of permeable ditch bottom, so as to ensure that water guide
The rainwater of intracavitary is more clean.
Preferably, the lower end of the bottom plate is communicated with the bend pipe between water-guiding cavity and storage tank.
By using above-mentioned technical proposal, bend pipe is communicated between water-guiding cavity and storage tank, and the rainwater in water-guiding cavity is sent
To storage tank.
Preferably, the upper end of the outer fissure is provided with the rain double-edged fine-toothed comb blocked above septal fossula.
By using above-mentioned technical proposal, rain double-edged fine-toothed comb is located at the upper end of outer fissure, and blocks on the top of septal fossula, road surface
Bulky Waste will be blocked by rain double-edged fine-toothed comb, will not enter septal fossula.
Preferably, the permeable ditch bottom is paved into by water-permeable brick.
By using above-mentioned technical proposal, permeable ditch bottom is paved into by water-permeable brick, water-permeable brick while pervious function is met,
Also there is the function of drainage.
Preferably, the water-permeable brick include pervious concrete brick, permeable Ceramic Tiles and one kind in permeable sand base brick or
It is a variety of.
By using above-mentioned technical proposal, water-permeable brick can use pervious concrete brick, permeable Ceramic Tiles, sand base water-permeable brick
In one or more.
In summary, the utility model has the advantages that：When rain is smaller, rainwater flows into septal fossula, and by saturating
Water-guiding cavity is penetrated at ditch bottom, and permeable ditch bottom has water filtering function so that it is more clean to penetrate into the rainwater of water-guiding cavity, in water-guiding cavity
Rainwater is flowed into water tank by bend pipe and stored, in case utilizing；When rainwater is larger, the rainwater in septal fossula is more, septal fossula
The active force for overcoming push-rod assembly upward is moved down, so as to expose discharge outlet, having little time will by the rainwater at seepage ditch bottom
Rhone is flowed into from discharge outlet.
Brief description of the drawings
Fig. 1 is the overall structure diagram of the present embodiment；
Fig. 2 is the inner connecting structure schematic diagram after the side plate that side is splitted in the present embodiment；
Fig. 3 is the structural representation that sleeve pusher bar assembly is splitted in the present embodiment.
In figure：1st, outer fissure；11st, side plate；12nd, bottom plate；13rd, rhone；14th, discharge outlet；15th, slippage slot；16th, rain double-edged fine-toothed comb；
17th, mounting groove；2nd, septal fossula；21st, ditch plate；22nd, permeable ditch bottom；23rd, water fender；24th, slipping block；25th, sealing joint strip；3rd, water guide
Chamber；4th, push-rod assembly；41st, sleeve；42nd, push rod；43rd, spring；5th, storage tank；51st, bend pipe.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
This specific embodiment is only that it is not to limitation of the present utility model, ability to explanation of the present utility model
Field technique personnel can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but
As long as all protected in right of the present utility model by Patent Law.
Embodiment：A kind of novel water permeable gutter, as shown in figure 1, including outer fissure 1, septal fossula 2 and storage tank 5, outer fissure 1
Including two side plates 11 and bottom plate 12 between two side plates 11 is poured, rhone 13, rhone are offered in side plate 11
13 rectangular cross-section, the discharge outlet 14 for being communicated in rhone 13 is offered on the madial wall of side plate 11, discharge outlet 14 is strip,
Length direction of the length direction of discharge outlet 14 parallel to outer fissure 1.
Septal fossula 2 includes two ditch plates 21 and pours permeable ditch bottom 22 between two ditch plates 21, permeable ditch bottom 22 by
Water-permeable brick is paved into, and for water-permeable brick while pervious function is met, also the function with drainage, above-mentioned water-permeable brick include permeable coagulation
One or more in cob brick, permeable Ceramic Tiles and permeable sand base brick.Water fender 23 is poured in septal fossula 2, water fender 23 hangs down
Directly set in the length direction of septal fossula 2.The sealing joint strip 25 positioned at the lower section of septal fossula 2, fluid sealant are bonded with the madial wall of side plate 11
The section of bar 25 is right angled triangle, and its right-angle side fits in the inwall of outer fissure.
Ditch plate 21 and side plate 11 are vertically arranged, and the lateral wall of ditch plate 21 is bonded with the madial wall of side plate 11, outer fissure 1 it is interior
A water-guiding cavity 3 is formed between wall and permeable ditch bottom 22.The lower end of bottom plate 12 is embedded with bend pipe 51, and bend pipe 51 is communicated in water-guiding cavity
3 are located at the side of the lower section of outer fissure 1 with storage tank 5, storage tank 5.
Rainy double-edged fine-toothed comb 16 is laid in the upper end of outer fissure 1, and rain double-edged fine-toothed comb 16 is blocked in the Bulky Waste on the top of septal fossula 2, road surface
It will be blocked by rain double-edged fine-toothed comb 16, septal fossula 2 will not be entered.
Push-rod assembly 4 is threaded between the upper end and permeable ditch bottom 22 of bottom plate 12, push-rod assembly 4 drives the court of septal fossula 2
To 1 outer side slip of outer fissure so that ditch plate 21 is blocked in discharge outlet 14.
When raining, water fender 23 stops rainwater, rainwater is rested between two water fenders 23 of septal fossula 2, works as rainwater
When smaller, the rainwater in septal fossula 2 is less, and septal fossula 2 is pushed into high station by push-rod assembly 4, and now ditch plate 21 is blocked in discharge outlet 14
Outside, rainwater will not flow into rhone 13 from discharge outlet 14, and rainwater will penetrate into water-guiding cavity 3 from permeable ditch bottom 22；When rainwater is larger
When, rainwater in septal fossula 2 is more, weight is larger, and the active force for overcoming push-rod assembly 4 is moved downward to low station by septal fossula 2, from
And expose discharge outlet 14, rhone 13 will be flowed into by discharge outlet 14 by having little time to penetrate into the rainwater of water-guiding cavity 3 from permeable ditch bottom 22,
Septal fossula 2 slides downwards and contacts at sealing joint strip 25, and sealing joint strip 25 will be located at the top of septal fossula 1 not over the mistake of permeable ditch bottom 22
The rainwater of filter separates with the rainwater in water-guiding cavity 3, so as to ensure that the rainwater in water-guiding cavity 3 is more clean.
As shown in Fig. 2 the upper end of side plate 11 offers mounting groove 17, rain double-edged fine-toothed comb 16 is layed in mounting groove 17.Ditch plate 21
Lateral wall on poured slipping block 24, slippage slot 15 is offered on the madial wall of side plate 11, slippage slot 15 is vertically arranged, sliding
Block 24 is slidably connected in slippage slot 15, slippage slot 15 limit slipping block 24 sliding distance so as to limit the slip of septal fossula 2 away from
From.
As shown in figure 3, push-rod assembly 4 is arranged in water-guiding cavity 3, push-rod assembly 4 includes being threadedly connected to the upper end of bottom plate 12
Sleeve 41, slidably connect push rod 42 in sleeve 41, the threaded upper ends of push rod 42 are connected to the lower end at permeable ditch bottom 22, sleeve
Spring 43 is arranged with 41, one end of spring 43 is welded in the bottom surface of sleeve 41, and the other end is welded in the lower surface of push rod 42, bullet
Spring 43 drives outer side slip of the push rod 42 towards sleeve 41, so as to drive septal fossula 2 to move.
Operation principle and process：When rain is smaller, rainwater flows into septal fossula 2, and penetrates into water-guiding cavity 3 by permeable ditch bottom 22,
Permeable ditch bottom 22 has water filtering function so that the rainwater of infiltration water-guiding cavity 3 is more clean, and the rainwater in water-guiding cavity 3 passes through bend pipe
Stored in 51 inflow water tanks, in case utilizing；When rainwater is larger, the rainwater in septal fossula 2 is more, and septal fossula 2, which will overcome, to be pushed away
The upward active force of bar assembly 4 moves down, and so as to expose discharge outlet 14, having little time will be from draining by the rainwater at seepage ditch bottom
Mouth 14 flows into rhones 13, and cocurrent enters municipal drainage system.
Claims (10)
1. a kind of novel water permeable gutter, it is characterized in that：Septal fossula (2) and use including outer fissure (1), on the inside of outer fissure (1)
In the storage tank (5) for collecting rainwater, the septal fossula (2) includes two ditch plates (21) and saturating between two ditch plates (21)
Ditch bottom (22), the outer fissure (1) includes two side plates (11) and the bottom plate (12) between two side plates (11), described
The lateral wall of ditch plate (21) is bonded with the madial wall of side plate (11), shape between the inwall of the outer fissure (1) and permeable ditch bottom (22)
The water-guiding cavity (3) connected into one with storage tank (5).
2. a kind of novel water permeable gutter according to claim 1, it is characterized in that：The septal fossula (2) also include perpendicular to
The water fender that septal fossula (2) length direction is set, the inside of the side plate (11) are provided with rhone (13), the side plate (11) it is interior
It is communicated with side wall in rhone (13) and the discharge outlet (14) above septal fossula (2).
3. a kind of novel water permeable gutter according to claim 2, it is characterized in that：The ditch plate (21) is equal with side plate (11)
Be vertically arranged, the septal fossula (2), which slides vertically, is connected to outer fissure (1), the upper end of the bottom plate (12) and permeable ditch bottom (22) it
Between be provided with driving septal fossula (2) towards outer fissure (1) outer side slip so that ditch plate (21) is blocked in the elastic component of discharge outlet (14).
4. a kind of novel water permeable gutter according to claim 3, it is characterized in that：The elastic component includes push-rod assembly
(4), push-rod assembly (4) includes the sleeve (41) located at bottom plate (12), is slidably connected to sleeve (41) and contacts at permeable ditch bottom
(22) push rod (42) of lower end and between push rod (42) and sleeve (41) and driving push rod (42) towards sleeve (41) outside
The spring (43) of side movement.
5. a kind of novel water permeable gutter according to claim 4, it is characterized in that：Set on the lateral wall of the ditch plate (21)
There is slipping block (24), the madial wall of the side plate (11) is provided with vertically arranged confession slipping block (24) and slides and limit slipping block
(24) slippage slot (15) of skidding distance.
6. a kind of novel water permeable gutter according to claim 5, it is characterized in that：Set on the madial wall of the side plate (11)
There is the sealing joint strip (25) below septal fossula (2).
7. a kind of novel water permeable gutter according to claim 1, it is characterized in that：The lower end of the bottom plate (12), which is provided with, to be connected
Pass through the bend pipe (51) between water-guiding cavity (3) and storage tank (5).
8. a kind of novel water permeable gutter according to claim 1, it is characterized in that：The upper end of the outer fissure (1), which is provided with, to be hidden
The rain double-edged fine-toothed comb (16) being blocked in above septal fossula (2).
9. a kind of novel water permeable gutter according to claim 1, it is characterized in that：The permeable ditch bottom (22) is by water-permeable brick
It is paved into.
10. a kind of novel water permeable gutter according to claim 9, it is characterized in that：The water-permeable brick includes permeable coagulation
One or more in cob brick, permeable Ceramic Tiles and permeable sand base brick.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720695868.7U CN207048010U (en) | 2017-06-15 | 2017-06-15 | A kind of novel water permeable gutter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720695868.7U CN207048010U (en) | 2017-06-15 | 2017-06-15 | A kind of novel water permeable gutter |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207048010U true CN207048010U (en) | 2018-02-27 |
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ID=61493767
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720695868.7U Expired - Fee Related CN207048010U (en) | 2017-06-15 | 2017-06-15 | A kind of novel water permeable gutter |
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| Country | Link |
|---|---|
| CN (1) | CN207048010U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112392130A (en) * | 2020-11-30 | 2021-02-23 | 程立 | Anti-blocking water-saving sewer well |
-
2017
- 2017-06-15 CN CN201720695868.7U patent/CN207048010U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112392130A (en) * | 2020-11-30 | 2021-02-23 | 程立 | Anti-blocking water-saving sewer well |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180227 Termination date: 20200615 |
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| CF01 | Termination of patent right due to non-payment of annual fee |