CN205530624U - Cross slot formula water conservancy diversion inlet for stom water - Google Patents
Cross slot formula water conservancy diversion inlet for stom water Download PDFInfo
- Publication number
- CN205530624U CN205530624U CN201620149620.6U CN201620149620U CN205530624U CN 205530624 U CN205530624 U CN 205530624U CN 201620149620 U CN201620149620 U CN 201620149620U CN 205530624 U CN205530624 U CN 205530624U
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- CN
- China
- Prior art keywords
- inlet
- stom water
- conservancy diversion
- water
- stom
- Prior art date
- 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.)
- Expired - Fee Related
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Abstract
The utility model discloses a cross slot formula water conservancy diversion inlet for stom water, including the base plate, the base plate lower surface is close to both sides department and is connected with transitional coupling section of thick bamboo section, and transitional coupling section of thick bamboo section is L type structure, and transitional coupling section of thick bamboo section top is fixed on the base plate, and transitional coupling section of thick bamboo section bottom is passed a honeycomb duct and is extended in a guiding gutter, and the honeycomb duct top sets up on an inlet for stom water, feeds through between honeycomb duct and the inlet for stom water, and the honeycomb duct subsides are covered on the guiding gutter lateral wall, install filter equipment in the guiding gutter, can dismantle between filter equipment and the guiding gutter and be connected. This cross slot formula water conservancy diversion inlet for stom water can effectively collect the rainwater, can not cross inlet for stom water flow direction below because of the rainwater, and low -lying bottom ponding forms the waterlogging below causing, and the preparation installation is all very convenient, and the maintenance is got up also fairly simplely, and the water conservancy diversion effect is very obvious.
Description
Technical field
This utility model relates to a kind of inlet for stom water, particularly to a kind of translot formula water conservancy diversion inlet for stom water.
Background technology
Inlet for stom water is the entrance that rainwash rainwater enters Storm Sewer Network, and ground rainwater enters subsurface stormwater pipeline.Objectively rain and the foreign material such as ground silt particle, leaves, plastic paper can be brought into, tradition inlet for stom water, rain perforaled strainer is only set on inlet for stom water, the relatively bigger materials such as interception big leaves, plastic bag can only be played, then there is no interception function to less than the silt particle in rain perforaled strainer gap, little foreign material, be more unable to reach rainwater mud-water separation and purify.City rainwater drainage is typically all functional in organized water drainage, and the surface runoff of rainfall is collected by inlet for stom water and entered storm sewer, then enters natural water by Stormwater Drainage System.Inlet for stom water is a kind of structures for collecting ground rainwater runoff, and existing inlet for stom water has flat grate formula, inclined ditch formula, vertical grate formula, association type, divides single grate formula, double-grate, many grates formula by grate quantity.The inlet for stom water arranged on urban road is along curb and is arranged at a certain distance on road surface, road has horizontal wall inscription and longitudinal gradient, rainwater collects inflow inlet for stom water by horizontal wall inscription and the longitudinal gradient of road, but general design of gully is the most undesirable, cannot preferably collect rainwater, then discharge.
Utility model content
The technical problems to be solved in the utility model is: overcome the problems referred to above, it is provided that one can effectively collect rainwater, will not cross below the inlet for stom water flow direction because of rainwater, causes low-lying bottom, lower section hydrops to form the translot formula water conservancy diversion inlet for stom water of waterlogging.
To achieve these goals, the technical solution adopted in the utility model is such that translot formula water conservancy diversion inlet for stom water of the present utility model, including substrate, base lower surface connects at both sides transition connecting cylinder section, transition connecting cylinder section is of an L-shaped structure, transition connecting cylinder section top is fixed on substrate, extend in a guiding gutter through a mozzle bottom transition connecting cylinder section, mozzle top is arranged on an inlet for stom water, connect between mozzle with inlet for stom water, mozzle is covered on guiding gutter sidewall, defecator is installed in guiding gutter, removably connect between defecator and guiding gutter.
Further, as a kind of concrete version, substrate surface described in the utility model has treatment hole, treatment hole more than one.
Further, as a kind of concrete version, treatment hole aperture described in the utility model is between one to three millimeter.
Further, as a kind of concrete version, it is provided with inner tube in transition connecting cylinder section described in the utility model, is tightly connected between inner tube and transition connecting cylinder section.
Further, as a kind of concrete version, inlet for stom water described in the utility model has seepage flow hole.
Further, as a kind of concrete version, mozzle caliber described in the utility model is between five to ten millimeters.
Further, as a kind of concrete version, defecator two ends described in the utility model are arranged through mozzle.
Compared with prior art, the utility model has the advantage of: this translot formula water conservancy diversion inlet for stom water can effectively collect rainwater, will not cross below the inlet for stom water flow direction because of rainwater, low-lying bottom, lower section hydrops is caused to form waterlogging, and fabrication and installation are the most very convenient, safeguarding the most fairly simple, water conservancy diversion effect is clearly.
Accompanying drawing explanation
With embodiment, this utility model is further illustrated below in conjunction with the accompanying drawings.
Fig. 1 is structural representation of the present utility model；In figure: 1. substrate；2. transition connecting cylinder section；3. inlet for stom water；4. mozzle；5. defecator；6. guiding gutter.
Detailed description of the invention
Presently in connection with accompanying drawing, this utility model is described in further detail.These accompanying drawings are the schematic diagram of simplification, and basic structure of the present utility model is described the most in a schematic way, and therefore it only shows the composition relevant with this utility model.
nullThe preferred embodiment of this utility model translot formula water conservancy diversion inlet for stom water as shown in Figure 1，Including substrate 1，Substrate 1 lower surface connects at both sides transition connecting cylinder section 2，Transition connecting cylinder section 2 is of an L-shaped structure，Transition connecting cylinder section 2 top is fixing on substrate 1，Extend in a guiding gutter 6 through a mozzle 4 bottom transition connecting cylinder section 2，Mozzle 4 top is arranged on an inlet for stom water 3，Connect between mozzle 4 with inlet for stom water 3，Mozzle 4 is covered on guiding gutter 6 sidewall，Defecator 5 is installed in guiding gutter 6，Removably connect between defecator 5 and guiding gutter 6，Described substrate 1 surface has treatment hole，Treatment hole more than one，Described treatment hole aperture is between one to three millimeter，It is provided with inner tube in described transition connecting cylinder section 2，It is tightly connected between inner tube and transition connecting cylinder section 2，Seepage flow hole is had on described inlet for stom water 3，Described mozzle 4 caliber is between five to ten millimeters，Described defecator 5 two ends are arranged through mozzle 4.
Translot formula water conservancy diversion inlet for stom water of the present utility model can effectively collect rainwater, will not cross below inlet for stom water 3 flow direction because of rainwater, causes low-lying bottom, lower section hydrops to form waterlogging, and fabrication and installation are the most very convenient, safeguard the most fairly simple, and water conservancy diversion effect is clearly.Described substrate 1 surface has treatment hole, treatment hole more than one, and described treatment hole aperture is between one to three millimeter, and water filtering performance is higher, and rainwater can be below substrate 1 flows into；It is provided with inner tube in described transition connecting cylinder section 2, is tightly connected between inner tube and transition connecting cylinder section 2, improve the self structure performance of transition connecting cylinder section 2, and sealing is good；Have seepage flow hole on described inlet for stom water 3, improve usability；Described mozzle 4 caliber is between five to ten millimeters, and described defecator 5 two ends are arranged through mozzle 4, and guide performance is higher, and can preferably filter, it is to avoid impurity enters in guiding gutter 6.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff can carry out various change and amendment completely in the range of without departing from this utility model technological thought.The content that the technical scope of this utility model is not limited in description, it is necessary to determine its technical scope according to right.
Claims (7)
1. a translot formula water conservancy diversion inlet for stom water, including substrate, it is characterized in that: base lower surface connects at both sides transition connecting cylinder section, transition connecting cylinder section is of an L-shaped structure, transition connecting cylinder section top is fixed on substrate, extend in a guiding gutter through a mozzle bottom transition connecting cylinder section, mozzle top is arranged on an inlet for stom water, connect between mozzle with inlet for stom water, mozzle is covered on guiding gutter sidewall, defecator is installed in guiding gutter, removably connects between defecator and guiding gutter.
Translot formula water conservancy diversion inlet for stom water the most according to claim 1, it is characterised in that: described substrate surface has treatment hole, treatment hole more than one.
Translot formula water conservancy diversion inlet for stom water the most according to claim 2, it is characterised in that: described treatment hole aperture is between one to three millimeter.
Translot formula water conservancy diversion inlet for stom water the most according to claim 1, it is characterised in that: it is provided with inner tube in described transition connecting cylinder section, is tightly connected between inner tube and transition connecting cylinder section.
Translot formula water conservancy diversion inlet for stom water the most according to claim 1, it is characterised in that: have seepage flow hole on described inlet for stom water.
Translot formula water conservancy diversion inlet for stom water the most according to claim 1, it is characterised in that: described mozzle caliber is between five to ten millimeters.
Translot formula water conservancy diversion inlet for stom water the most according to claim 1, it is characterised in that: described defecator two ends are arranged through mozzle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620149620.6U CN205530624U (en) | 2016-02-29 | 2016-02-29 | Cross slot formula water conservancy diversion inlet for stom water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620149620.6U CN205530624U (en) | 2016-02-29 | 2016-02-29 | Cross slot formula water conservancy diversion inlet for stom water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205530624U true CN205530624U (en) | 2016-08-31 |
Family
ID=56779405
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620149620.6U Expired - Fee Related CN205530624U (en) | 2016-02-29 | 2016-02-29 | Cross slot formula water conservancy diversion inlet for stom water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205530624U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649184A (en) * | 2016-02-29 | 2016-06-08 | 成都绿迪科技有限公司 | Transverse groove type flow guide gutter inlet |
-
2016
- 2016-02-29 CN CN201620149620.6U patent/CN205530624U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649184A (en) * | 2016-02-29 | 2016-06-08 | 成都绿迪科技有限公司 | Transverse groove type flow guide gutter inlet |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160831 Termination date: 20170229 |