CN204983122U - Rainwater flow -abandoning filter device - Google Patents

Rainwater flow -abandoning filter device Download PDF

Info

Publication number
CN204983122U
CN204983122U CN201520716840.8U CN201520716840U CN204983122U CN 204983122 U CN204983122 U CN 204983122U CN 201520716840 U CN201520716840 U CN 201520716840U CN 204983122 U CN204983122 U CN 204983122U
Authority
CN
China
Prior art keywords
bellmouth
abandoned stream
water drainage
rain water
strainer
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.)
Withdrawn - After Issue
Application number
CN201520716840.8U
Other languages
Chinese (zh)
Inventor
周佰兴
周敏宏
周敏伟
魏云峰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JIANGSU HIPPO WELL SHARE Co Ltd
Original Assignee
JIANGSU HIPPO WELL SHARE Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by JIANGSU HIPPO WELL SHARE Co Ltd filed Critical JIANGSU HIPPO WELL SHARE Co Ltd
Priority to CN201520716840.8U priority Critical patent/CN204983122U/en
Application granted granted Critical
Publication of CN204983122U publication Critical patent/CN204983122U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model provides a rainwater flow -abandoning filter device, the well seat flows through the filter with abandoning including heavy mud room, abandon and flow through the filter and arrange in in the well seat of heavy mud room, just abandon flow through the filter both ends respectively with upper reaches pipeline and low reaches pipe connection, the displacement of upper reaches pipeline and the displacement of low reaches pipeline all are greater than abandon the displacement that flows through the filter. The utility model provides a rainwater flow -abandoning filter device adopts abandoning of reducing setting to flow past the laminar flow state that the filter made the rainwater flow and is transformed into the turbulent condition, realize the initial stage rainwater abandon flow past strain, automatic blowdown, the device has advantages such as functional strong, simple structure, filtration efficiency height.

Description

Rain water drainage filter
Technical field
The utility model relates to rainwater harvesting technology field, particularly relates to a kind of rain water drainage filter.
Background technology
Along with developing rapidly of urbanization, the waterproof regional percentage in city continues to increase, and the runoff pollution formed by Urban Rain has become one of main source of current city water environment pollution.Originally clean natural rainfall, owing to being subject to road, square, the roofing even impact of airborne dust, makes it be rich in a large amount of impurity and pollutant, causes early stage water quality poor.If early-stage rainwater is directly entered nature receiving waters, very serious pollution will be caused to water body.If directly collected, its water quality not only affects rainwater-collecting and stores, and also improves the cost of production of rainwater subsequent treatment.Therefore, in the process of the water quality and environment of improving rainwater, abandoned stream process must be carried out to early-stage rainwater.
Utility model content
Technical problem to be solved in the utility model is: in order to overcome deficiency of the prior art, and the utility model provides a kind of rain water drainage filter, carries out abandoned stream filtration, automatic pollution discharge process to early-stage rainwater.
The utility model solves the technical scheme that its technical problem will adopt: a kind of rain water drainage filter, comprise mud sinking chamber well seat and abandoned stream strainer, described abandoned stream strainer is placed in described mud sinking chamber well seat, and described abandoned stream strainer two ends are connected with upstream line and downstream line respectively, the displacement of described upstream line and the displacement of downstream line are all greater than the displacement of described abandoned stream strainer.By size variable diameter design, make the laminar condition of current be transformed into turbulent condition, ensure solid pollutant abandoned stream, clean liquid falls into mud sinking chamber well seat bottom collection.
Further, in order to realize the connection of variable diameter design, also comprise upstream line bellmouth and downstream line bellmouth, described upstream line bellmouth and downstream line bellmouth are all arranged on described mud sinking chamber well seat sidewall, and described abandoned stream strainer two ends are connected with described upstream line and downstream line with downstream line bellmouth respectively by upstream line bellmouth.The connection of upstream line and downstream line and abandoned stream strainer is realized by the transition of upstream line bellmouth and downstream line bellmouth.
Further, the caliber of described upstream line bellmouth and downstream line bellmouth is all greater than the caliber of abandoned stream strainer.Realize reducing at upstream line bellmouth and downstream line socket and can ensure that the silt in rainwater prematurely precipitates, avoid the blocking of upstream line.
Further, described abandoned stream strainer comprises tube wall, and described tube wall comprises screen pack and abandoned stream board slot, and described abandoned stream board slot is positioned at the below of described screen pack, and described abandoned stream board slot both sides are connected with described screen pack both sides respectively.It is inner that abandoned stream strainer is horizontally installed on mud sinking chamber well seat, be abandoned stream board slot in the below of tube wall, top is screen pack, the foreign material precipitated can either be avoided to enter bottom mud sinking chamber well seat, and be conducive to sedimentary discharge, realize again the filtration of rainwater, improve the efficiency of filtering, not easily produce the situation of screen pack blocking.Early-stage rainwater stream abandoning filtration, automatic pollution discharge is realized by abandoned stream board slot and screen pack.
Further, in order to reach better filter effect, described screen pack and abandoned stream board slot are arc, and the arc range of described abandoned stream board slot is 0 °-270 °.
Concrete, the radian of described abandoned stream board slot is 60 °, 120 ° or 180 °.
Further, in order to realize the connection of abandoned stream strainer and upstream line bellmouth and downstream line bellmouth, described abandoned stream strainer also comprises two bellmouth links, the two ends of described tube wall are fixedly connected with described bellmouth link respectively, and described abandoned stream strainer is connected with described upstream line bellmouth and downstream line bellmouth respectively by described bellmouth link.Bellmouth link is convenient fixing, also has the effect supporting screen pack and abandoned stream board slot simultaneously.
Further, caliber due to abandoned stream strainer is less than the caliber of upstream line bellmouth and downstream line bellmouth, in order to realize connecting, the excircle of the junction of described bellmouth link and described upstream line bellmouth and downstream line bellmouth is provided with flange, the external diameter of described flange and the minor diameter fit of described upstream line bellmouth and downstream line bellmouth.Flange can make junction seal, and avoids the rainwater without filtering to enter follow-up gathering-device.
Further, in order to reduce the risk that upstream and downstream pipeline and abandoned stream strainer junction block, described flange and described bellmouth link are eccentric setting, being centrally located at directly over described bellmouth link center of described flange.Owing to containing a large amount of silt and foreign material in early-stage rainwater, a small amount of precipitation will inevitably be there is in rain early-stage rainwater before entering abandoned stream strainer, again because the caliber of upstream line bellmouth and downstream line bellmouth is greater than the caliber of abandoned stream strainer, therefore in order to avoid silt and the foreign material precipitation in abandoned stream filter inlet and exit, flange adopts eccentric setting, the flange of abandoned stream strainer lower end is designed less, decrease the accumulation of silt and foreign material.
Further, in order to make tube wall connect firm stable more, described tube wall is circumferentially with multiple ring stiffener, described reinforcing rib is fixedly connected with described tube wall.Because screen pack is net structure, its intensity is less, and easily distortion and damage, therefore make screen pack more solid by reinforcing rib, avoids distortion and damages.
Further, fix and be interconnected to make reinforcing rib, described tube wall is provided with multiple junction plate vertically, described junction plate is fixedly connected with described reinforcing rib.
Further, after realizing filtering, collect rainwater, also comprise rainwater collection collector, described rainwater collection collector is connected with the bottom of described mud sinking chamber well seat.By rainwater collection collector by rainwater-collecting in rainwater storage device.
Preferably, in order to increase the service life, described abandoned stream strainer adopts stainless steel material to make.Stainless steel material is also convenient to the later stage and is instead cleaned.
The beneficial effects of the utility model are: a kind of rain water drainage filter that the utility model provides, and the abandoned stream strainer adopting reducing to arrange makes the laminar condition of rainwater stream be transformed into turbulent condition, realize early-stage rainwater stream abandoning filtration, automatic pollution discharge; The rain early-stage split-flow adapted in varying environment situation by the design of the different proportion of screen pack and abandoned stream board slot is filtered; This device have functional strong, structure simple, filter efficiency advantages of higher.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described in further detail.
Fig. 1 is the front view of the utility model most preferred embodiment;
Fig. 2 is the partial sectional view of the utility model most preferred embodiment;
Fig. 3 is the structural representation of the utility model abandoned stream strainer.
In figure: 1, mud sinking chamber well seat, 2, upstream line bellmouth, 3, downstream line bellmouth, 4, abandoned stream strainer, 5, rainwater collection collector, 6, bellmouth link, 7, screen pack, 8, abandoned stream board slot, 9, flange, 10, reinforcing rib, 11, junction plate.
Detailed description of the invention
By reference to the accompanying drawings the utility model is described in detail now.This figure is the schematic diagram simplified, and only basic structure of the present utility model is described in a schematic way, therefore it only shows the formation relevant with the utility model.
As Figure 1-3, a kind of rain water drainage filter of the present utility model, comprise mud sinking chamber well seat 1, upstream line bellmouth 2, downstream line bellmouth 3, abandoned stream strainer 4 and rainwater collection collector 5, rainwater collection collector 5 is connected with the bottom of mud sinking chamber well seat 1 and is positioned on the sidewall of mud sinking chamber well seat 1, by rainwater collection collector 5 by rainwater-collecting in rainwater storage device, upstream line bellmouth 2 and downstream line bellmouth 3 radial symmetric are arranged on the sidewall of mud sinking chamber well seat 1, and upstream line bellmouth 2 is identical with the caliber of downstream line bellmouth 3, the height be positioned on mud sinking chamber well seat 1 is identical, abandoned stream strainer 4 is the pipeline configuration laterally placed, it is inner that abandoned stream strainer 4 is placed in mud sinking chamber well seat 1, and two ends are connected with upstream line bellmouth 2 and downstream line bellmouth 3 respectively, abandoned stream strainer 4 two ends are connected with upstream line and downstream line with downstream line bellmouth 3 respectively by upstream line bellmouth 2, the displacement of upstream line and the displacement of downstream line are all greater than the displacement of abandoned stream strainer 4.And the caliber of upstream line bellmouth 2 and downstream line bellmouth 3 is all greater than the caliber of abandoned stream strainer 4.Realize early-stage rainwater stream abandoning filtration, automatic pollution discharge by abandoned stream board slot 8 and screen pack 7, by size variable diameter design, make the laminar condition of current be transformed into turbulent condition, ensure solid pollutant abandoned stream, clean liquid falls into mud sinking chamber well seat bottom collection.
Abandoned stream strainer 4 comprises two bellmouth links 6 and the screen pack 7 be placed between two bellmouth links 6 and abandoned stream board slot 8, bellmouth link 6 is for realizing being fixedly connected with of abandoned stream strainer 4 and upstream line bellmouth 2 and downstream line bellmouth 3, screen pack 7 both sides and abandoned stream board slot 8 both sides are interconnected to form tube wall, and the two ends of tube wall are fixedly connected with bellmouth link 6 respectively; Abandoned stream board slot 8 is positioned at below the screen pack of tube wall, screen pack 7 and abandoned stream board slot 8 are arcuate structure, and the arc range of abandoned stream board slot is 0 °-270 °, preferably, the radian of abandoned stream board slot is 60 °, 120 ° or 180 °, it is inner that abandoned stream strainer 4 is horizontally installed on mud sinking chamber well seat 1, be abandoned stream board slot 8 in the below of tube wall, top is screen pack 7, the foreign material precipitated can either be avoided to enter bottom mud sinking chamber well seat 1, and be conducive to sedimentary discharge, realize again the filtration of rainwater, improve the efficiency of filtering, not easily produce the situation that screen pack 7 blocks.Early-stage rainwater stream abandoning filtration, automatic pollution discharge is realized by abandoned stream board slot 8 and screen pack 7.Caliber due to abandoned stream strainer 4 is less than the caliber of upstream line bellmouth 2 and downstream line bellmouth 3, in order to realize connecting, the rainwater without filtering is avoided to enter follow-up gathering-device, the excircle of the junction of bellmouth link 6 and upstream line bellmouth 2 and downstream line bellmouth 3 is provided with flange 9, the external diameter of flange 9 and the minor diameter fit of upstream line bellmouth 2 and downstream line bellmouth 3, due in the process of carrying out dmp filter, abandoned stream strainer 4 and upstream and downstream pipe socket 2, the junction of 3 is load-bearing positions, therefore, in order to improve weight capacity, flange 9 and bellmouth link 6 are in eccentric setting, flange 9 be centrally located at directly over bellmouth link 6 center, the flange 9 of abandoned stream strainer 4 lower end designs less, owing to containing a large amount of silt and foreign material in early-stage rainwater, a small amount of precipitation will inevitably be there is in rain early-stage rainwater before entering abandoned stream strainer 4, again because the caliber of upstream line bellmouth 2 and downstream line bellmouth 3 is greater than the caliber of abandoned stream strainer 4, therefore in order to avoid silt and the foreign material precipitation at abandoned stream strainer 4 entrance and exit place, flange 9 adopts eccentric setting, the flange 9 of abandoned stream strainer 4 lower end is made to design less, decrease the accumulation of silt and foreign material.
In order to make tube wall connect firm stable more, tube wall is equipped with reinforcing rib 10, reinforcing rib 10 is fixedly connected with tube wall.Junction plate 11 is provided with vertically outside screen pack 7.Because screen pack 7 is net structures, its intensity is less, easy distortion and damage, therefore make screen pack more solid by reinforcing rib 10, avoid distortion and damage, junction plate 11 makes reinforcing rib 10 fix and be interconnected more firm, and reinforcing rib 10 effectively can improve weight capacity with coordinating of junction plate 11.
In order to increase the service life and be convenient to later stage cleaning, abandoned stream strainer 4 adopts stainless steel material to make, and mud sinking chamber well seat 1 adopts high-quality PPB material to make, and application life is higher than other type rain water drainage filter.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff not departing from scope of the present utility model, can carry out various change and amendment completely.The technical scope of this utility model is not limited to the content on manual, must determine its technical scope according to right.

Claims (13)

1. a rain water drainage filter, comprise mud sinking chamber well seat (1) and abandoned stream strainer (4), described abandoned stream strainer (4) is placed in described mud sinking chamber well seat (1), and described abandoned stream strainer (4) two ends are connected with upstream line and downstream line respectively, it is characterized in that: the displacement of described upstream line and the displacement of downstream line are all greater than the displacement of described abandoned stream strainer (4).
2. rain water drainage filter as claimed in claim 1, it is characterized in that: also comprise upstream line bellmouth (2) and downstream line bellmouth (3), described upstream line bellmouth (2) and downstream line bellmouth (3) are all arranged on described mud sinking chamber well seat (1) sidewall, and described abandoned stream strainer (4) two ends are connected with described upstream line and downstream line with downstream line bellmouth (3) respectively by upstream line bellmouth (2).
3. rain water drainage filter as claimed in claim 2, is characterized in that: the caliber of described upstream line bellmouth (2) and downstream line bellmouth (3) is all greater than the caliber of abandoned stream strainer (4).
4. rain water drainage filter as claimed in claim 1, it is characterized in that: described abandoned stream strainer (4) comprises tube wall, described tube wall comprises screen pack (7) and abandoned stream board slot (8), described abandoned stream board slot (8) is positioned at the below of described screen pack (7), and described abandoned stream board slot (8) both sides are connected with described screen pack (7) both sides respectively.
5. rain water drainage filter as claimed in claim 4, is characterized in that: described screen pack (7) and abandoned stream board slot (8) are arcuate structure, and the arc range of described abandoned stream board slot (8) is 0 °-270 °.
6. rain water drainage filter as claimed in claim 5, is characterized in that: the radian of described abandoned stream board slot (8) is 60 °, 120 ° or 180 °.
7. rain water drainage filter as claimed in claim 4, it is characterized in that: described abandoned stream strainer (4) also comprises two bellmouth links (6), the two ends of described tube wall are fixedly connected with described bellmouth link (6) respectively, and described abandoned stream strainer (4) is connected with described upstream line bellmouth (2) and downstream line bellmouth (3) respectively by described bellmouth link (6).
8. rain water drainage filter as claimed in claim 7, it is characterized in that: the excircle of the junction of described bellmouth link (6) and described upstream line bellmouth (2) and downstream line bellmouth (3) is provided with flange (9), the external diameter of described flange (9) and the minor diameter fit of described upstream line bellmouth (2) and downstream line bellmouth (3).
9. rain water drainage filter as claimed in claim 8, it is characterized in that: described flange (9) and described bellmouth link (6) in eccentric setting, being centrally located at directly over described bellmouth link (6) center of described flange (9).
10. rain water drainage filter as claimed in claim 4, it is characterized in that: described tube wall is circumferentially with multiple ring stiffener (10), described reinforcing rib (10) is fixedly connected with described tube wall.
11. rain water drainage filters as claimed in claim 10, it is characterized in that: described tube wall is provided with vertically multiple junction plate (11), described junction plate (11) is fixedly connected with described reinforcing rib (10).
12. rain water drainage filters as described in any one of claim 1-11, it is characterized in that: also comprise rainwater collection collector (5), described rainwater collection collector (5) is connected with the bottom of described mud sinking chamber well seat (1).
13. rain water drainage filters as described in any one of claim 1-11, is characterized in that: described abandoned stream strainer (4) adopts stainless steel material to make.
CN201520716840.8U 2015-09-16 2015-09-16 Rainwater flow -abandoning filter device Withdrawn - After Issue CN204983122U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520716840.8U CN204983122U (en) 2015-09-16 2015-09-16 Rainwater flow -abandoning filter device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520716840.8U CN204983122U (en) 2015-09-16 2015-09-16 Rainwater flow -abandoning filter device

Publications (1)

Publication Number Publication Date
CN204983122U true CN204983122U (en) 2016-01-20

Family

ID=55117504

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520716840.8U Withdrawn - After Issue CN204983122U (en) 2015-09-16 2015-09-16 Rainwater flow -abandoning filter device

Country Status (1)

Country Link
CN (1) CN204983122U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105040807A (en) * 2015-09-16 2015-11-11 江苏河马井股份有限公司 Abandoned rain flow filtering apparatus

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105040807A (en) * 2015-09-16 2015-11-11 江苏河马井股份有限公司 Abandoned rain flow filtering apparatus
CN105040807B (en) * 2015-09-16 2017-07-07 江苏河马井股份有限公司 Rain water drainage filter

Similar Documents

Publication Publication Date Title
CN210395611U (en) Road rainwater treatment system
CN203514395U (en) Impurity discarding system auto-adaptive to water level variation to extract clean rainwater
CN204973221U (en) Novel rainwater filter
CN205455048U (en) A rainwater regulation irrigation system for greenbelt under overpass
CN105032006A (en) Rain filter
CN106223401B (en) A kind of rainwater-collecting filter
CN105031994A (en) Novel rain filter
CN204112476U (en) Shunting abandoned stream filter
CN204983122U (en) Rainwater flow -abandoning filter device
CN105040807A (en) Abandoned rain flow filtering apparatus
CN207032456U (en) One kind building rainwater treatment dirt separation
CN202346846U (en) Rainwater purification filter
CN202237507U (en) Rainwater purifying device under eave
CN214693581U (en) Drainage filter equipment
CN210610727U (en) Pond blowdown structure of landscape architecture design
CN214246023U (en) Intercepting well with high interception rate
CN205296361U (en) Inlet for stom water structure with filter screen
CN210263302U (en) Embedded environment-friendly rainwater filtering structure
CN208975346U (en) Expanding type separates dirt separator
CN207846628U (en) A kind of novel garden drainage arrangement
CN106223402B (en) A kind of rainwater-collecting purification system
CN203639983U (en) Roof water suction facility
CN215483335U (en) Sewage filtering and recycling drainage pipeline for kitchen cleaning tank
CN207838438U (en) A kind of D type rain water filtering devices being installed on horizontal rain pipe
CN216405956U (en) Anti-blocking device for building design roof outlet

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20160120

Effective date of abandoning: 20170707

AV01 Patent right actively abandoned