CN206829303U - Intercepting pollution for rainwater part flow arrangement and drainage system - Google Patents
Intercepting pollution for rainwater part flow arrangement and drainage system Download PDFInfo
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- CN206829303U CN206829303U CN201720613741.6U CN201720613741U CN206829303U CN 206829303 U CN206829303 U CN 206829303U CN 201720613741 U CN201720613741 U CN 201720613741U CN 206829303 U CN206829303 U CN 206829303U
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- rhone
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- rainwater
- net
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- 238000000746 purification Methods 0.000 claims abstract description 7
- 238000004891 communication Methods 0.000 claims abstract description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 36
- 238000010521 absorption reaction Methods 0.000 claims description 8
- 230000035939 shock Effects 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 6
- 125000006850 spacer group Chemical group 0.000 claims description 6
- 229910001141 Ductile iron Inorganic materials 0.000 claims description 3
- 239000004698 Polyethylene Substances 0.000 claims description 2
- -1 polyethylene Polymers 0.000 claims description 2
- 229920000573 polyethylene Polymers 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 4
- 101100366940 Mus musculus Stom gene Proteins 0.000 description 7
- 238000010586 diagram Methods 0.000 description 4
- 238000001914 filtration Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 239000003344 environmental pollutant Substances 0.000 description 2
- 231100000719 pollutant Toxicity 0.000 description 2
- 150000001336 alkenes Chemical class 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
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Abstract
The utility model provides a kind of intercepting pollution for rainwater part flow arrangement and drainage system.The intercepting pollution for rainwater part flow arrangement, including shunting box body, and the Prefabricated combined septic tank being arranged in the shunting box body；The shunting box body includes box main body, the overflow pipe being provided projectingly in the middle part of the box main body, and the discharge outlet being opened in the box main body side wall；It is in communication with the outside between the overflow pipe and the box main body formed with rhone, the rhone by the discharge outlet；In the overflow pipe rhone and the external world are connected formed with overflow ducts, the overflow ducts；The Prefabricated combined septic tank is arranged at the top of the overflow pipe and covers the rhone, and the overflow ducts and the rhone are separated and separate the rhone and discharge outlet by the Prefabricated combined septic tank.Technical scheme provided by the utility model, rainwater can be carried out cutting dirty shunting, the impact on low influence development facility in heavy rain can be reduced, additionally it is possible to filter the rainwater of discharge to ensure effects of purification quality.
Description
Technical field
Municipal works technical field is the utility model is related to, more particularly to a kind of intercepting pollution for rainwater part flow arrangement and draining system
System.
Background technology
Solve rainwater non-point pollution, be one of sponge urban construction main target.In conventional art, the means of generally use
It is that early-stage rainwater is introduced in sponge facility by drainage measure when spotting and carries out rainwater purification, the rainwater when raining heavily
Discharged through overflow ducts.However, in practical situations both, when either spotting, when still raining heavily, rainwater can be introduced into low
Development facility is influenceed, then is discharged by overflow ducts.So that low influence development facility can be formed when raining in torrents
Enormous impact, reduce effects of purification quality.
Utility model content
To solve the above problems, the utility model provides a kind of intercepting pollution for rainwater part flow arrangement and drainage system, can be to rainwater
Carry out cutting dirty shunting, the excessively impact on low influence development facility in heavy rain can be reduced, additionally it is possible to filter the rainwater of discharge
To ensure effects of purification quality.
Its technical scheme is as follows：
A kind of intercepting pollution for rainwater part flow arrangement, including shunting box body, and the Prefabricated combined septic tank being arranged in the shunting box body；
The shunting box body includes box main body, the overflow pipe being provided projectingly in the middle part of the box main body, and is opened in institute
State the discharge outlet in box main body side wall；Pass through between the overflow pipe and the box main body formed with rhone, the rhone
The discharge outlet is in communication with the outside；Formed with overflow ducts in the overflow pipe, the overflow ducts connect the rhone with
It is extraneous；
The Prefabricated combined septic tank is arranged at the top of the overflow pipe and covers the rhone, and the Prefabricated combined septic tank overflows described
Circulation road and the rhone separate and separate the rhone and discharge outlet；And offered on the Prefabricated combined septic tank
Multiple water holes, the overflow ducts and rhone are connected by the water hole, and the rhone and discharge outlet pass through described
Water hole connects.
Further technical scheme is illustrated below：
Further, the overflow pipe includes the delivery port for being opened in the box main body bottom, and is opened in described overflow
Overfall at the top of flow tube, the Prefabricated combined septic tank is every at the overfall, and the overflow ducts pass through the overfall
Connect with the rhone and be in communication with the outside by the delivery port.
Further, the height of the overfall not higher than the apical side height for shunting box body and is not less than the row
The height at the mouth of a river.
Further, the Prefabricated combined septic tank includes overflow net and drainage network, and the overflow net is by the overflow of the overflow pipe
Passage separates with the box main body inner chamber, and the drainage network separates the rhone and the discharge outlet；
Offer multiple water holes on the overflow net and drainage network, the overflow ducts and the box main body
Inner chamber is connected by the water hole, and the rhone is connected with discharge outlet by the water hole.
Further, the overflow pipe is isolated is arranged at the box main body center, and the rhone, which encloses, is arranged to institute
State around overflow pipe and form ring channel structures；
The drainage network of the Prefabricated combined septic tank corresponds to the rhone and is arranged to ring network architectures, and the drainage network includes and institute
State the outside net of the ring-type of box main body side wall contact, the inner side net with the ring-type of the wall contacts, and the connection outside
The spacer screen of net and inner side net, the spacer screen contact with the box main body bottom wall, and the overflow net is connected to the inner side of ring-type
Between net.
Further, the height of the outside net is higher than the height of the discharge outlet, and the height of the inner side net is not less than
The height of the outside net；And the overflow net is arranged at the inner side net top, and hook is provided with the top of the overflow net.
Further, in addition to be covered on it is described shunting box body on shunting lid；
The shunting lid includes lid main body, the water inlet being opened in the lid main body, the water inlet and the row
Tank connects；
Also include the articulated structure for being arranged at the lid body side, the articulated structure connects with the box main body side
Connect.
Further, it is inwardly projecting at the top of the box main body to be provided with boss, and the damping being arranged on the boss
Bar, the lid main body the week side of boss are held on the shock absorption strip.
Further, the shunting box body is arranged to Nodular cast iron material, and the Prefabricated combined septic tank is arranged to polyethylene material.
In addition, the utility model also proposes a kind of drainage system, including intercepting pollution for rainwater part flow arrangement as described above, and
The rainwater purification facility connected with the discharge outlet of the intercepting pollution for rainwater part flow arrangement.
The utility model has the advantages that：Rainwater initially enters the draining of intercepting pollution for rainwater part flow arrangement during light rain
Groove, and from the discharge outlet discharge of shunting box body, discharge outlet is connected with other drainage pipelines introduces rainwater in rainwater treatment facility；
Rainwater diffuses out rhone when raining heavyly, into the overflow ducts shunted in the middle part of box body, and enters in inlet for stom water and discharges；Moreover, cut
Dirty Hanging Basket is fitted in rhone, covers discharge outlet and overflow ducts, bulky grain pollutant can be dammed；Prefabricated combined septic tank pastes
Close rhone and be arranged to bottomed form, there is heavy mud (sand) function, and can take out and topple over Prefabricated combined septic tank；Pre-processed with rainwater
With diverter function, while and can ensure draining safety.
Brief description of the drawings
Fig. 1 is the dimensional structure diagram of intercepting pollution for rainwater part flow arrangement described in the utility model；
Fig. 2 is the cross-sectional structure schematic diagram of intercepting pollution for rainwater part flow arrangement described in the utility model；
Fig. 3 is the overlooking the structure diagram of the Prefabricated combined septic tank of intercepting pollution for rainwater part flow arrangement described in the utility model；
Fig. 4 is the cross-sectional structure schematic diagram of the Prefabricated combined septic tank of intercepting pollution for rainwater part flow arrangement described in the utility model.
Description of reference numerals：
100- shunting box bodys, 102- overflow ducts, 104- rhones, 110- discharge outlet, 120- overflow pipes, 130- boss,
140- shock absorption strips, 200- shunting lids, 210- water inlets, 220- articulated structures, 300- Prefabricated combined septic tanks, 310- overflow nets, 312-
Hook, 320- drainage networks.
Embodiment
Embodiment of the present utility model is described in detail below：
As shown in figure 1, the utility model proposes a kind of intercepting pollution for rainwater part flow arrangement, including shunting box body 100, and set
Prefabricated combined septic tank 300 in the shunting box body 100.Rainwater can be shunted by the shunting box body 100, Er Qiejie
The Prefabricated combined septic tank 300 is closed, interception filtering can be carried out to the bulky grain dirt in rainwater, the rainwater of discharge is more cleaned,
Drainage pipeline is not easily blocked, also allows for subsequent treatment.
Specifically, as shown in Fig. 2 the shunting box body 100 includes box main body, it is provided projectingly in the middle part of the box main body
Overflow pipe 120, and the discharge outlet 110 being opened in the box main body side wall.Between the overflow pipe 120 and the box main body
Formed with rhone 104, the rhone 104 is in communication with the outside by the discharge outlet 110.Formed in the overflow pipe 120
There are overflow ducts 102, the overflow ducts 102 connect the rhone 104 and inlet for stom water.When spotting, rainwater first can
Discharged into the rhone 104 of the intercepting pollution for rainwater part flow arrangement, and from the discharge outlet 110 of the shunting box body 100, institute
Discharge outlet 110 is stated to be connected in rainwater introducing rainwater treatment facility with other drainage pipelines；When raining heavily, rainwater can diffuse out institute
Rhone 104 (amount of rainfall is larger, and the discharge outlet 110 can not discharge in time) is stated, and enters the middle part of shunting box body 110
In the overflow ducts 102 of the overflow pipe 120, and entered by the overflow ducts 102 in inlet for stom water and discharged.
Moreover, the overflow pipe 120 includes the delivery port for being opened in the box main body bottom, and it is opened in the overflow
The overfall at the top of pipe 120, the overflow ducts connect the delivery port and overfall.The overflow from the rhone 104
Rainwater can flow into the overflow ducts 102 from the overfall at the top of overflow pipe 120, and flow into outside by the delivery port
Inlet for stom water in and discharged by storm sewer.In addition, top surface of the height of the overfall not higher than the shunting box body 100
Highly and not less than the height of the discharge outlet 110.In this way, it is possible to during so that rainwater covering the discharge outlet 110, with regard to energy
Overflow is carried out in time by the overflow ducts 102, avoids rainwater from overflowing the shunting box body.
Moreover, the overflow pipe 120 can isolate the box main body center that is arranged at, the rhone 104 is enclosed located at described
Around overflow pipe 120 and form ring channel structures.Will the overflow pipe 120 be arranged on it is described shunting box body 100 center, and
The ring of rhone 104 is located at around the overflow pipe 120 (i.e. described rhone 104 is communicated as one).It is so described
Rainwater product in rhone 104 just can be easily spilt into the overflow pipe 120 when full, and from the overflow pipe 120
Overflow ducts 102 flow out to inlet for stom water.In addition it is also possible to set the overflow pipe of strip, the overflow pipe can be by described in
Box main body interior separations, forming the independent rhone in the overflow pipe both sides, (i.e. described rhone is divided at least two
It is individual), each corresponding discharge outlet 110 of the rhone.In addition, the overflow pipe may also set up it is multiple (two with
On), accordingly the rhone can be communicated as one, can also be divided into it is multiple.
In addition, the intercepting pollution for rainwater part flow arrangement also includes the shunting lid 200 being covered on the shunting box body 100.
The shunting lid 200 can be that the shunting box body 100 provides protection, avoid substantial amounts of dirt from being directly entered the divided flow box
In body 100, it also avoid other people or thing and fall into the shunting box body 100.Specifically, the shunting lid 200 includes lid
Main body, the water inlet 210 being opened in the lid main body, the water inlet 210 connect with the rhone 104.Rainwater can be with
Flowed into the rhone 104 by the water inlet 210, then discharged by the discharge outlet or/and overflow ducts.In addition,
The shunting lid 200 also includes being arranged at the articulated structure 220 of the lid body side, the articulated structure 220 with it is described
Box main body side connects.Easily the shunting lid 200 and shunting box body 100 can be cut with scissors by the articulated structure 220
It is connected together, is easy to open and close the intercepting pollution for rainwater part flow arrangement.
Boss 130 is provided with moreover, can also be protruded inwardly from the top of the box main body, and is arranged at the boss 130
On shock absorption strip 140, the lid main body the week side of boss is held on the shock absorption strip 140.It is inwardly prominent by being set at the top of box main body
The boss 130 gone out, the week side of boss of the shunting lid 200 can be shelved on the boss 130, be the shunting box body
200 provide stable support.Can be institute moreover, also setting shock absorption strip 140 between the boss 130 and shunting box body 200
State shunting lid 200 and buffering is provided, avoid damaging by pressure the shunting lid 200 and shunting box body 100.Further, it is also possible to by institute
State boss 130 to be arranged under the top surface of the box main body, and make the top surface of the shunting box body 100 and the shunting box body 100
Either flush (being embedded in equivalent to the shunting box body 100 in the shunting box body 100) so that intercepting pollution for rainwater shunting dress
Appearance looks elegant is put, it is easy to use.In addition, the boss 130 and shock absorption strip 140 may be configured as multistage strip or ring-type.
In addition, as shown in Figures 2 to 4, the Prefabricated combined septic tank 300 is arranged at described in the top of overflow pipe 120 and covering
Rhone 104, and the Prefabricated combined septic tank 300 separates the overflow ducts 102 and the rhone 104 and by the row
Tank 104 and discharge outlet 110 separate.Moreover, multiple water holes, the overflow ducts are offered on the Prefabricated combined septic tank 300
102 are connected with rhone 104 by the water hole, and the rhone 104 is connected with discharge outlet 110 by the water hole.
By setting the Prefabricated combined septic tank 300 to be isolated the big particle in rainwater and dirt, preliminary mistake is carried out to rainwater
Filter, make the rainwater for entering the discharge outlet 110 by the rhone 104 more clean, can also make by the rhone
104 enter the rainwater also more cleaning of the discharge outlet 110 and overflow ducts 102.Moreover, the Prefabricated combined septic tank 300 every located at
At the overfall, and the overflow ducts 102 connected by the Prefabricated combined septic tank 300 (water hole) with the rhone 104,
And connected by the delivery port with extraneous (i.e. inlet for stom water).
Moreover, the Prefabricated combined septic tank 300 separates (and the overflow pipe of discharge outlet 110 for being arranged at the shunting box body 100
120) between the water inlet 210 of shunting lid 200, the rainwater for flowing into the shunting box body 100 is carried out cutting dirt.Moreover, institute
Stating Prefabricated combined septic tank 300 includes overflow net 310 and drainage network 320, and the overflow net 310 is by the overflow ducts of the overflow pipe 120
102 separate with the box main body inner chamber, and the drainage network 320 separates the rhone 104 and the discharge outlet 110.
Multiple water holes, the overflow ducts 102 and the box main body are offered on the overflow net 310 and drainage network 320
Inner chamber connected by the water hole, the rhone 104 is connected with discharge outlet 110 by the water hole.Utilize institute
Filtering section dirt can be carried out to the rainwater that will be flowed out from the discharge outlet 110 by stating drainage network 320, and utilize the overflow net
310 can carry out filtering to the rainwater that will be flowed out from the overflow ducts 102 cuts dirt.In addition, the overflow net 310 and drainage network
320 separately can be each separately provided, and the two can also be connected as one.
In addition, when the rhone 104 is arranged to annular groove, described in the correspondence of drainage network 320 of the Prefabricated combined septic tank 300
Rhone is arranged to ring network architectures, the drainage network 320 include ring-type contact with the box main body side wall outside net and
The inner side net of the ring-type of the wall contacts of overflow pipe 120, and the spacer screen of the connection outside net and inner side net, the spacer screen
Contacted with the box main body bottom wall, the overflow net 310 is connected between the inner side net of ring-type.Will the drainage network
320 to be arranged to shape of cross section be U-shaped structure, enable the drainage network 320 well with the box main body side wall (and
Bottom wall), overflow pipe outer wall fitting, box main body described in box and the overflow pipe can be utilized to provide support for it, avoid institute
State Prefabricated combined septic tank 300 and produce moderate finite deformation in use, also can filter to maximum the dirt in rainwater.As the row
When tank 104 is not configured to ring channel structures, the shape of the drainage network 320 is also corresponding with the shape of the rhone, and
The shape of cross section of the drainage network 320 still could be arranged to U-shaped.In addition, the shape and structure of the overflow net 310 is with regard to relative
Simply, it may be configured as top that is plane and being directly covered in the overflow pipe 120.
Moreover, the height of the outside net is higher than the height of the discharge outlet 110, the height of the inner side net is not less than institute
State the height of outside net；And the overflow net 310 is arranged at the inner side net top, and the top of the overflow net 310 is provided with
Hook 312 (top of the drainage network 320 can also be provided with the hook 312).By the inner side net is set compared with
The outside net is high, you can so that the height of the overflow net 310 is higher than the height of the drainage network 320, with the overflow pipe
120 shape and structure is more corresponding to be met, and is easy to make the overflow net 310 fit in the top of overflow pipe 120.It is in addition, logical
Cross and hook 312 is set at the top of the overflow net 310 (and described drainage network 320), be easy to by the hook 312 by described in
Prefabricated combined septic tank 300 is carried or put down, easy to use.
In addition, the shunting box body 100 may be configured as Nodular cast iron material, the Prefabricated combined septic tank 300 may be configured as poly- second
Alkene material.So that the shunting sound construction of box body 100 is reliable, and the Prefabricated combined septic tank 300 is light corrosion-resistant.
In addition, the utility model also proposes a kind of drainage system, including intercepting pollution for rainwater part flow arrangement as described above, and
The rainwater purification facility connected with the discharge outlet of the intercepting pollution for rainwater part flow arrangement.The utility model proposes intercepting pollution for rainwater shunting
Device and drainage system, rainwater initially enters the rhone of intercepting pollution for rainwater part flow arrangement during light rain, and from the draining of shunting box body
Mouth discharge, discharge outlet is connected with other drainage pipelines introduces rainwater in rainwater treatment facility；Rainwater diffuses out rhone when raining heavyly,
In overflow ducts in the middle part of into shunting box body, and enter in inlet for stom water and discharge；Moreover, Prefabricated combined septic tank is fitted in rhone,
Discharge outlet and overflow ducts are covered, bulky grain pollutant can be dammed；Prefabricated combined septic tank fitting rhone is arranged to bottomed shape
Formula, there is heavy mud (sand) function, and can take out and topple over Prefabricated combined septic tank；With rainwater pretreatment and diverter function, while and can
Draining safety is ensured, greater impact will not be formed on low influence development facility during heavy rain, can also increase water quality clean-up effect.
Each technical characteristic of embodiment described above can be combined arbitrarily, to make description succinct, not to above-mentioned reality
Apply all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited
In contradiction, the scope that this specification is recorded all is considered to be.
Embodiment described above only expresses several embodiments of the present utility model, and its description is more specific and detailed,
But therefore it can not be interpreted as the limitation to utility model patent scope.It should be pointed out that the common skill for this area
For art personnel, without departing from the concept of the premise utility, various modifications and improvements can be made, these are belonged to
The scope of protection of the utility model.Therefore, the protection domain of the utility model patent should be determined by the appended claims.
Claims (10)
1. a kind of intercepting pollution for rainwater part flow arrangement, it is characterised in that including shunting box body, and be arranged in the shunting box body
Prefabricated combined septic tank；
The shunting box body includes box main body, the overflow pipe being provided projectingly in the middle part of the box main body, and is opened in the box
Discharge outlet in main body wall；Pass through described formed with rhone, the rhone between the overflow pipe and the box main body
Discharge outlet is in communication with the outside；In the overflow pipe rhone and the external world are connected formed with overflow ducts, the overflow ducts；
The Prefabricated combined septic tank is arranged at the top of the overflow pipe and covers the rhone, and the Prefabricated combined septic tank leads to the overflow
Road and the rhone separate and separate the rhone and discharge outlet；And offered on the Prefabricated combined septic tank multiple
Water hole, the overflow ducts and rhone are connected by the water hole, and the rhone and discharge outlet cross water by described
Hole connects.
2. intercepting pollution for rainwater part flow arrangement according to claim 1, it is characterised in that the overflow pipe is described including being opened in
The delivery port of box main body bottom, and the overfall at the top of the overflow pipe is opened in, the Prefabricated combined septic tank overflows every located at described
At head piece, and the overflow ducts are connected with the rhone by the overfall and connected by the delivery port with extraneous
It is logical.
3. intercepting pollution for rainwater part flow arrangement according to claim 2, it is characterised in that the height of the overfall is not higher than institute
State the apical side height of shunting box body and not less than the height of the discharge outlet.
4. according to the intercepting pollution for rainwater part flow arrangement described in claim 1-3 any one, it is characterised in that the Prefabricated combined septic tank bag
Overflow net and drainage network are included, the overflow net separates the overflow ducts of the overflow pipe and the box main body inner chamber, described
Drainage network separates the rhone and the discharge outlet；
The inner chamber of multiple water holes, the overflow ducts and the box main body is offered on the overflow net and drainage network
Connected by the water hole, the rhone is connected with discharge outlet by the water hole.
5. intercepting pollution for rainwater part flow arrangement according to claim 4, it is characterised in that the overflow pipe is isolated be arranged at it is described
Box main body center, the rhone, which encloses, is arranged to around the overflow pipe and is formed ring channel structures；
The drainage network of the Prefabricated combined septic tank corresponds to the rhone and is arranged to ring network architectures, and the drainage network includes and the box
Outside net, the inner side net with the ring-type of the overflow pipe wall contacts of the ring-type of main body wall contact, and connection are described outer
The spacer screen of side net and inner side net, the spacer screen contact with the box main body bottom wall, and the overflow net is connected to the described interior of ring-type
Between the net of side.
6. intercepting pollution for rainwater part flow arrangement according to claim 5, it is characterised in that the height of the outside net is higher than described
The height of discharge outlet, the height of the inner side net are not less than the height of outside net；And the overflow net is arranged in described
Side net top, and it is provided with hook at the top of the overflow net.
7. according to the intercepting pollution for rainwater part flow arrangement described in claim 1-3 any one, it is characterised in that also include being covered on institute
State the shunting lid on shunting box body；
The shunting lid includes lid main body, the water inlet being opened in the lid main body, the water inlet and the rhone
Connection；
Also include the articulated structure for being arranged at the lid body side, the articulated structure is connected with the box main body side.
8. intercepting pollution for rainwater part flow arrangement according to claim 7, it is characterised in that inwardly projecting at the top of the box main body to set
Boss is equipped with, and the shock absorption strip being arranged on the boss, the lid main body the week side of boss are held on the shock absorption strip.
9. according to the intercepting pollution for rainwater part flow arrangement described in claim 1-3 any one, it is characterised in that the shunting box body is set
Nodular cast iron material is set to, the Prefabricated combined septic tank is arranged to polyethylene material.
10. a kind of drainage system, it is characterised in that shunt dress including the intercepting pollution for rainwater according to claim any one of 1-9
Put, and the rainwater purification facility connected with the discharge outlet of the intercepting pollution for rainwater part flow arrangement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720613741.6U CN206829303U (en) | 2017-05-27 | 2017-05-27 | Intercepting pollution for rainwater part flow arrangement and drainage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720613741.6U CN206829303U (en) | 2017-05-27 | 2017-05-27 | Intercepting pollution for rainwater part flow arrangement and drainage system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206829303U true CN206829303U (en) | 2018-01-02 |
Family
ID=60773646
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720613741.6U Active CN206829303U (en) | 2017-05-27 | 2017-05-27 | Intercepting pollution for rainwater part flow arrangement and drainage system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206829303U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107012937A (en) * | 2017-05-27 | 2017-08-04 | 嘉兴市规划设计研究院有限公司 | Intercepting pollution for rainwater part flow arrangement and drainage system |
| CN112663756A (en) * | 2020-12-17 | 2021-04-16 | 四川省建筑设计研究院有限公司 | Road surface inlet for stom water conservancy diversion cuts dirty device |
-
2017
- 2017-05-27 CN CN201720613741.6U patent/CN206829303U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107012937A (en) * | 2017-05-27 | 2017-08-04 | 嘉兴市规划设计研究院有限公司 | Intercepting pollution for rainwater part flow arrangement and drainage system |
| CN112663756A (en) * | 2020-12-17 | 2021-04-16 | 四川省建筑设计研究院有限公司 | Road surface inlet for stom water conservancy diversion cuts dirty device |
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