CN203361088U - River diversion purification and beautification system - Google Patents
River diversion purification and beautification system Download PDFInfo
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- CN203361088U CN203361088U CN 201320455589 CN201320455589U CN203361088U CN 203361088 U CN203361088 U CN 203361088U CN 201320455589 CN201320455589 CN 201320455589 CN 201320455589 U CN201320455589 U CN 201320455589U CN 203361088 U CN203361088 U CN 203361088U
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Abstract
The utility model discloses a river diversion purification and beautification system. A damming system comprises a hydraulic flap gate at the bottom of a riverbed and a water-blocking breast wall matched with the hydraulic flap gate, wherein a discharging channel is formed between the hydraulic flap gate and the water-blocking breast wall; the opening degree of the discharging channel is automatically regulated by the hydraulic flap gate along with the change of river water flow so as to control discharged flow to maintain the stability of the water level of the damming system; a diversion system is arranged at the lower segment of the damming system; a cover plate made of reinforced concrete is arranged at the top of a quay wall of a river channel and used for shielding a whole river channel; river water at the upper layer of the damming system flows above the cover plate, and river water at the lower layer of the damming system is divided to flow along the river channel below the cover plate. Sewage tanks are built at the parts, near the lower parts of the quay walls of both shores, of the river channel below the cover plate, so that urban sewage, which flows to the river channel, of both shores can be guided downstream so as to flow into a sewage treatment system. The river diversion purification and beautification system has the effects of saving the land and beautifying the vision and is convenient to manage, and the manufacture cost of the system is low.
Description
Technical field
The utility model relates to river purification and beautifies field, relates in particular to and a kind ofly can save soil, beautifies the visual field, reduces cost, the river shunting of convenient management purifies and beautify governing system.
Background technology
Along with population increases sharply and the raising day by day of living standards of the people, the sanitary sewage generation increases substantially.
The mountain stream City Section is many has at present destroyed the river natural form, not only has lost the beautification function of river to city because building the narrow current of quaywall bundle by laying bricks or stones by canalization, and also the intrusion because of sewage dirt becomes the sewage ditch of sheltering evil people and countenance evil practices.For beautifying the river City Section, often to build sluice or rubber dam and stop up high water surface formation water scenery (hereinafter to be referred as " lock-and-dam method ").As mountain stream, longitudinal grade is very large, and between 0.1～1.0%, every km drop reaches 1～10m.As every km drop 5m, at 3km, on long river section, to build terracing on the lock of 5 height of swell 3m or ，Xiang river course, dam.Not only the landscape effect that the expense height also can not form.Simultaneously, because choking water the degree of depth from shallow to deeply, shallow section people can not hydrophilic (quaywall be excessive to the water surface discrepancy in elevation), and dark section is hydrophilic dangerous, and the relation of people and water is intimately inharmonious.
Prior art purifies in the method for beautifying to river, lock-and-dam method could form making the scape water surface and also needs to build in addition the sewer pipe net except flooding tract, the engineering of sewer pipe net is huge, occupation of land is many, investment is large, and lock-and-dam method also exists landscape effect bad, form the relation intimate inharmonious problem of making scape water body and people.
Therefore need badly and a kind ofly can save soil, beautify the visual field, reduce cost, the river shunting of convenient management purifies and beautifies governing system.
The utility model content
The purpose of this utility model is to provide a kind ofly can save soil, beautify the visual field, reduce cost, the river shunting of convenient management purifies and beautifies governing system.
In order to realize above-mentioned first purpose, the technical scheme that the utility model provides is: provide the shunting of a kind of river to purify and beautify governing system, comprising:
Choke water system, the system of choking water is included in the hydraulic flap gate of bottom, riverbed setting and the dash breastwork be used in conjunction with it, both form current by pass jointly, the hydraulic flap gate is along with the variation of streamflow amount, automatically regulate the aperture of current by pass to control letdown flow, keep choking water systematic water level stable;
Separate system, be arranged on the hypomere of the system of choking water, the cover plate of steel concrete is set at the quaywall top in river course, with build sump in quaywall bottom, river course, cover plate covers whole river course, choke water system upper strata river flows above cover plate, branch to the channel flow below cover plate without the river of the system of the choking water lower floor of flowing above cover plate, sump is built in bottom at the quaywall of two sides, river course, the municipal sewage that sump flows to river course by two sides stops and the downstream of leading flows into sewage disposal system, allow the municipal sewage stopped by sump flow to the downstream sewage disposal system through sump.
River shunting purifies and beautifies governing system and also comprise and be arranged on the trash block system of choking water the system upstream, trash block system comprises the garbage barrier net that is arranged on river course and for the fixing anchoring pier of garbage barrier net, the structure of blocking dirty anchoring pier comprises steel framework, main wheel, accessory whorl, steel strand.
River shunting purification beautifies governing system and also comprises the tonifying Qi vibration-proof structure, cover plate comprises the steel concrete crossbeam and is carried on the armored concrete slab on the steel concrete crossbeam, also be reserved with the tonifying Qi hole between the quaywall in armored concrete slab and river course on the limit, river course, tonifying Qi hole and extraneous connected entrance are inserted with reinforcing bar, and connected entrance is on water level.
River shunting purification beautifies governing system and also comprises streams usual friendship system, and streams usual friendship system comprises tube connector, and tube connector one end is arranged in the soil layer of quaywall back through quaywall, and the other end is communicated with the river on cover plate through cover plate.
When there is larger sand content in river a flood period, the river shunting purifies and beautifies governing system and also comprise anti-silting system, and anti-silting system is included in the bend place in river course, the some vertical guide wall arranged according to the shape of bend.
River course below cover plate, also built sump near quaywall, and the municipal sewage that sump flows to river course by two sides stops, and the guiding downstream, flows into sewage disposal system.
The utility model discloses the shunting purification of a kind of river and beautifies the improvement method, and it comprises the steps:
District is choked water in making, the step that district is choked water in making comprises: the dash breastwork that the hydraulic flap gate is set and is used in conjunction with it in the bottom, riverbed, both form current by pass jointly, the hydraulic flap gate is along with the variation of river discharge, automatically regulate the aperture of current by pass to control letdown flow, keep choking water systematic water level stable;
Make shunting zone, the step of making shunting zone comprises: the cover plate of laying steel concrete at the quaywall top in river course, with build sump in quaywall bottom, river course, and allow cover plate cover whole river course, allow and choke water upper strata, district river and flow above cover plate, and allow and branch to the channel flow below cover plate without the river of choking water district lower floor flowed above cover plate, allow the municipal sewage stopped by sump flow to the downstream sewage disposal system through sump.
Choke water the river course in district and do the antiseepage processing, set up 0.12～0.15 meter thick steel concrete impervious barrier outside quaywall, set up defences in the lower berth, riverbed of choking water district and ooze geotextiles and the thick steel concrete antiseepage topping of 0.10-0.15 rice.
Compared with prior art, the shunting of the utility model river purifies and beautifies governing system, purifies and beautifies the municipal downcomer network that corresponding location needn't be separately built in river course, can greatly save soil, reduce cost, also facilitated management simultaneously, but and the equal concealed installation of all pipelines along the river, purify and beautify the visual field.The utility model is only built one and is choked water district, and after the hydraulic flap gate, the quaywall top of section arranges reinforced concrete cover plate, and on the cover board scape is made in streams, and allows the channel flow below cover plate without river mobile above cover plate.Can save greatly soil, reduce cost.And streams makes scape and can form the multiple flow shapes such as current water, impounded body, waterfall, shoal, streams, drop, and be combined with greening vegetation, form abundant man-made tourist site.The depth of water, flow velocity all can be controlled, and people can hydrophilicly play with water, the harmony between man and nature symbiosis.
By following description also by reference to the accompanying drawings, it is more clear that the utility model will become, and these accompanying drawings are for explaining embodiment of the present utility model.
The accompanying drawing explanation
Fig. 1 carries out river course in the schematic diagram in improved river course for by the utility model shunting, purifying the system of beautifying river.
Fig. 2 is the drawing in side sectional elevation that the utility model shunting purifies the river course of the system of beautifying river.
The structural representation that Fig. 3 is the utility model garbage barrier net.
The structural representation of the anchoring pier that Fig. 4 is garbage barrier net as shown in Figure 3.
Fig. 5 is that river course arranges the structural representation of guide wall in corner.
The schematic diagram that Fig. 6 is the utility model tonifying Qi vibration-proof structure.
The structural representation that Fig. 7 is the utility model streams usual friendship system.
The specific embodiment
With reference now to accompanying drawing, describe embodiment of the present utility model, in accompanying drawing, similar element numbers represents similar element.As shown in Fig. 1～7, the river shunting that the utility model provides purifies and beautifies governing system, and it comprises the steps:
Need to shunt the two sides of administering section in river and originally build quaywall 2;
Make shunting zone 30 at the hypomere of choking water district 10, the step of making shunting zone 30 comprises: the cover plate 40 of laying steel concrete at quaywall 2 tops of the hypomere of choking water district 10, formation covers the cover plate 40 in whole river course 1, allow and choke water 10 upper strata, district river and flow above cover plate 40, and allow without river mobile above cover plate 40 river course through cover plate 40 below 1 mobile.
Correspondingly, the utility model discloses the shunting purification of a kind of river and beautify governing system 100, it comprises:
Choke water system, the system of choking water is included in the dash breastwork 24a that hydraulic flap gate 20 reaches and hydraulic flap gate 20 is used in conjunction with that the bottom, riverbed arranges, form current by pass 25 between hydraulic flap gate 20 and dash breastwork 24a, hydraulic flap gate 20 is along with the variation of river course 1 discharge, automatically regulate the aperture of current by pass 25 to control letdown flow, keep choking water systematic water level stable;
Separate system, be arranged on the hypomere of the system of choking water, in river course, 1 quaywall 2 tops arrange the cover plate 40 of steel concrete, with build sump 2a in river course quaywall 2 bottoms, cover plate 40 covers whole river course 1, choke water system upper strata river and flow above cover plate 40, the river course 1 branched to below cover plate 40 without the river of the system of the choking water lower floors of flowing above cover plate 40 flows, and allows the municipal sewage stopped by sump 2a flow to the downstream sewage disposal system through sump 2a.
River shunting purifies and beautifies governing system and also be included in to choke water between district 10 and shunting zone 30 and make absorption basin 50, and its length is 5～12 meters.The Bi Yong pool 10, riverbed in absorption basin 50 zones and shunting zone 30 riverbed all low.
The river course of choking water district is done antiseepage and is processed, and sets up 0.12～0.15 meter thick steel concrete impervious barrier outside quaywall 2, sets up defences and oozes geotextiles and the thick steel concrete antiseepage topping of 0.10-0.15 rice choking water lower berth, 10 riverbed, district.
As shown in Figure 6, river shunting purification beautifies governing system 100 and also comprises the tonifying Qi vibration-proof structure, cover plate 40 comprises steel concrete crossbeam 41 and is carried on the armored concrete slab 42 on steel concrete crossbeam 41, also be reserved with tonifying Qi hole 43 between the quaywall 2 in armored concrete slab 42 and river course 1 on 1 limit, river course, tonifying Qi hole 43 is inserted with reinforcing bar 44 with extraneous connected entrance, and connected entrance is on water level.
As shown in Figure 7, river shunting purification beautifies governing system 100 and also comprises streams usual friendship system, streams usual friendship system comprises tube connector 45, and tube connector 45 1 ends are arranged on the soil place of quaywall 2 back through quaywall 2, and the other end is communicated with the river on cover plate 40 through cover plate 40.
As shown in Figure 5, river shunting purifies and beautifies governing system 100 and also comprise anti-silting system, and anti-silting system is included in bend 80 places in river course, the vertical guide wall 81 arranged according to the shape of bend 80.
As shown in Figure 2, sump 2a is also being built near quaywall 2 in river course 1 below cover plate 40, and the municipal sewage that sump 2a flows to river course 1 by two sides stops, and municipal sewage imports sump 2a by conduit 2b by sewage, and allow municipal sewage pass through sump 2a guiding downstream, flow into sewage disposal system.
As shown in Figures 3 and 4, river shunting purifies and beautifies governing system 100 and also comprise and be arranged on the trash block system of choking water the system upstream, trash block system comprises the garbage barrier net 60 that is arranged on river course and for the fixing anchoring pier 70 of garbage barrier net 60, the structure of anchoring pier 70 comprises steel framework 71, main wheel 72, accessory whorl 73, steel strand 74.
In conjunction with Fig. 1～7, the shunting of the utility model river purifies and beautifies governing system, purify and beautify the municipal downcomer network that corresponding location needn't be separately built in river course 1, can greatly save soil, reduce cost, also facilitated management simultaneously, but and the equal concealed installation of all pipelines along the river, purification beautifies the visual field, the utility model is only built one and is choked water district 10, the cover plate 40 of steel concrete is set at quaywall 2 tops of hydraulic flap gate 20 rear sections, on cover plate 40, scape is made in streams, and allows the river course below cover plate 40 1 without river mobile above cover plate 40 flow.Can save greatly soil, reduce cost.And streams is made scape and can be formed the multiple flow shapes such as current water, impounded body, waterfall, shoal, streams, drop, and be combined with greening vegetation, forming abundant man-made tourist site, the depth of water, flow velocity all can be controlled, people can hydrophilicly play with water, the harmony between man and nature symbiosis.
Disclosed above is only preferred embodiment of the present utility model, certainly can not limit with this interest field of the utility model, and the equivalent variations of therefore doing according to the utility model claim, still belong to the scope that the utility model is contained.
Claims (6)
1. a river shunting purifies and beautifies governing system, for the river to City Section, purifies and beautifies, and it is characterized in that, comprising:
Choke water system, the system of choking water is included in the dash breastwork that the hydraulic flap gate reaches and the hydraulic flap gate is used in conjunction with that the bottom, riverbed arranges, form current by pass between hydraulic flap gate and dash breastwork, the hydraulic flap gate is along with the variation of river discharge, automatically regulate the aperture of current by pass to control letdown flow, keep choking water systematic water level stable;
Separate system, be arranged on the hypomere of the system of choking water, the cover plate of steel concrete is set at the quaywall top in river course, cover plate covers whole river course, the system of choking water is stopped up high upper strata river and is flowed above cover plate, the river of lower floor branches to the channel flow below cover plate, in the bottom of the quaywall of two sides, river course, builds sump, and the municipal sewage that sump flows to river course by two sides stops and the downstream of leading flows into sewage disposal system.
2. river as claimed in claim 1 shunting purifies and beautifies governing system, it is characterized in that, river shunting purifies and beautifies governing system and also comprise and be arranged on the trash block system of choking water the system upstream, trash block system comprises the garbage barrier net that is arranged on river course and for the fixing anchoring pier of garbage barrier net, the structure of anchoring pier comprises reinforced concrete knoll, steel framework, main wheel, accessory whorl, steel strand.
3. river as claimed in claim 1 shunting purifies and beautifies governing system, it is characterized in that, river shunting purification beautifies governing system and also comprises the tonifying Qi vibration-proof structure, cover plate comprises the steel concrete crossbeam and is carried on the armored concrete slab on the steel concrete crossbeam, also be reserved with the tonifying Qi hole between the quaywall in armored concrete slab and river course on the limit, river course, tonifying Qi hole and extraneous connected entrance are inserted with reinforcing bar, and connected entrance is on water level.
4. river as claimed in claim 1 shunting purifies and beautifies governing system, it is characterized in that, river shunting purification beautifies governing system and also comprises streams usual friendship system, streams usual friendship system comprises tube connector, tube connector one end is arranged on the soil layer place of quaywall back through quaywall, the other end is communicated with the river on cover plate through cover plate.
5. river as claimed in claim 1 shunting purifies and beautifies governing system, it is characterized in that, the river shunting purifies and beautifies governing system and also comprise anti-silting system, and anti-silting system is included in the bend place in river course, the some vertical guide wall arranged according to the shape of bend.
6. river as claimed in claim 1 shunting purifies and beautifies governing system, it is characterized in that, built sump near quaywall, the municipal sewage that sump flows to river course by two sides stops, and allows municipal sewage by the sump downstream of leading, and flows into sewage disposal system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320455589 CN203361088U (en) | 2013-07-19 | 2013-07-19 | River diversion purification and beautification system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320455589 CN203361088U (en) | 2013-07-19 | 2013-07-19 | River diversion purification and beautification system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203361088U true CN203361088U (en) | 2013-12-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320455589 Expired - Lifetime CN203361088U (en) | 2013-07-19 | 2013-07-19 | River diversion purification and beautification system |
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| CN (1) | CN203361088U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103526718A (en) * | 2013-07-19 | 2014-01-22 | 王继远 | River flow-separating purification beautification treatment system and method |
| CN104674751A (en) * | 2015-02-16 | 2015-06-03 | 浙江水利水电学院 | Water conditioning equipment adopting solar two-way track gate and water conditioning method adopting solar two-way track gate |
| CN104727268A (en) * | 2015-02-16 | 2015-06-24 | 浙江水利水电学院 | Water diversion pollutant flushing device for city watercourse and sewage treatment method thereof |
| CN104803572A (en) * | 2015-05-12 | 2015-07-29 | 山东省环科院环境工程有限公司 | Method and system for carrying out sediment dredging and ectopic treatment on seasonal river heavy metal pollution |
| CN105568925A (en) * | 2016-03-07 | 2016-05-11 | 邱学尧 | Riverway treatment side channel |
-
2013
- 2013-07-19 CN CN 201320455589 patent/CN203361088U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103526718A (en) * | 2013-07-19 | 2014-01-22 | 王继远 | River flow-separating purification beautification treatment system and method |
| CN103526718B (en) * | 2013-07-19 | 2016-02-17 | 王继远 | River shunting purification beautifies governing system and method |
| CN104674751A (en) * | 2015-02-16 | 2015-06-03 | 浙江水利水电学院 | Water conditioning equipment adopting solar two-way track gate and water conditioning method adopting solar two-way track gate |
| CN104727268A (en) * | 2015-02-16 | 2015-06-24 | 浙江水利水电学院 | Water diversion pollutant flushing device for city watercourse and sewage treatment method thereof |
| CN104803572A (en) * | 2015-05-12 | 2015-07-29 | 山东省环科院环境工程有限公司 | Method and system for carrying out sediment dredging and ectopic treatment on seasonal river heavy metal pollution |
| CN105568925A (en) * | 2016-03-07 | 2016-05-11 | 邱学尧 | Riverway treatment side channel |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20131225 Effective date of abandoning: 20160217 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |