CN203613596U

CN203613596U - Pollution cleaning and accumulating system of urban rainwater

Info

Publication number: CN203613596U
Application number: CN201320833947.1U
Authority: CN
Inventors: 傅酉; 付玉生
Original assignee: TIANJIN HONGYAN TECHNOLOGY Co Ltd
Current assignee: TIANJIN HONGYAN TECHNOLOGY Co Ltd
Priority date: 2013-12-16
Filing date: 2013-12-16
Publication date: 2014-05-28
Anticipated expiration: 2023-12-16

Abstract

The utility model relates to a pollution cleaning and accumulating system of urban rainwater. The system comprises a main channel, an accumulating channel, a flow distributing channel, a gate, a gate opening and closing barrel, a cistern and a trash rack, wherein the trash rack is arranged at the inlet end of the main channel, the main channel is divided into the flow distributing channel and the accumulating channel behind the trash rack, the gate and the cistern are sequentially arranged on the accumulating channel, and the gate opening and closing barrel is arranged on the flow distributing channel; the gate opening and closing barrel is hung below the flow distributing channel through a connecting rope, a small hole is formed in the bottom of the gate opening and closing barrel, and the connecting rope is connected with the gate through a pulley arranged on the top of the flow distributing channel. The system is ingenious in design and easy to operate, collected rainwater is good in quality, water supply and flood prevention pressure in a city can be relieved easily, and the system can be widely used for collection of rainwater in urban communities, roads, squares and the like.

Description

A kind of urban rainwater scrubbing harvests system

Technical field

The utility model relates to a kind of system harvesting for urban rainwater scrubbing.

Technical background

Early-stage rainwater dissolves dust in landing process, dissolves in a large amount of dirts and silt in the time washing away road surface, therefore, is one of very important link in rainwater-collecting process to point dirty a processing for early-stage rainwater.How removing the impurity such as the silt that contains in rainwater, make the Rainwater Quality collected better, how to make rainwater-collecting, savings more save manual operation, is one of subject matter facing in rainwater-collecting process.

Also Shortcomings of existing rainwater-collecting equipment: what have is perfect not to rainwater abatement processes, may cause rainwater to damage its effective object; Some savings device imperfections, lack rough segmentation facility, and for example, in many countries, rainwater is directly saved in lake, has ignored the abatement processes to rainwater; The gathering-device also having is positioned at roof, although can save like this process of water lift, has energy-saving effect,, rainwater-collecting face is little, and the amount of rainfall of collecting is few, and is not easy to the permanent saving utilization at rain free period, and device efficiency is low.To rainwater accumulating, research has left very large space to the deficiency that above-mentioned rainwater-collecting equipment exists.What urban rainwater collection storage utilization was studied focuses on solving the problems such as a point dirt for early-stage rainwater is processed and water cellar is antifreeze, and the dirt containing in rainwater of removing as much as possible, realizes better and safer and utilize rainwater, reaches energy-conserving and environment-protective ground collection storage utilization rainwater.

Utility model content

The purpose of this utility model is to harvest for urban rainwater the problem that in process, initial rainwater pollutant is many, silt is many, provides a kind of urban rainwater scrubbing of energy-saving and environmental protection to harvest system.The technical solution of the utility model is as follows:

A kind of urban rainwater scrubbing harvests system, comprise main channel, harvest channel, shunt conduit, gate, gate opening/closing bucket, water cellar and trashrack, described trashrack is arranged on the entrance point of described main channel, described main channel described trashrack be divided into below described shunt conduit and described in harvest channel, the described width that harvests channel is 3 times of described shunt conduit width, described harvesting sets gradually described gate and described water cellar on channel, at the bottom of canal before described gate, be provided with end bank, described gate bottom is provided with a rubber friction pad, described gate opening/closing bucket is arranged on described shunt conduit, described gate opening/closing bucket is suspended in the below of described shunt conduit by connection cord, the bottom of described gate opening/closing bucket has an aperture, and described connection cord is connected with described gate by the pulley that is arranged on described shunt conduit top.

This system is ingenious, and operation is simple, and the Rainwater Quality of collection is better, contributes to alleviate urban water supply and pressure of flood, can be widely used in the rainwater-collecting on urban cells, highway and square etc.

Accompanying drawing explanation

Fig. 1 rainwater accumulation system overall plan view of the present utility model

Fig. 2 is the gate opening/closing bucket elevation that the utility model adopts

Fig. 3 is the gate elevation that the utility model adopts

In figure, 1. main channel, 2. harvests channel, 3. shunt conduit, 4. trashrack, 5. gate opening/closing bucket, 6. gate, 7. water cellar, 51. iron staffs, 52. pulleys, 53. stavings, 54. apertures, 55. connection cords, 61, the little ring of gate.

The specific embodiment

As shown in Figure 1 to Figure 3, urban rainwater scrubbing of the present utility model harvests system, comprise main channel 1, harvest channel 2, shunt conduit 3, gate 6, gate opening/closing bucket 5, water cellar 7 and trashrack 4, described trashrack 4 is arranged on the entrance point of described main channel 1, described main channel 1 being divided into below of described trashrack 4 described shunt conduit 3 and described in harvest channel 2, the described width that harvests channel 2 is 3 times of described shunt conduit 3 width, described harvesting sets gradually described gate 6 and described water cellar 7 on channel 2, at the bottom of canal before described gate, be provided with end bank, described gate bottom is provided with a rubber friction pad, described gate opening/closing bucket 5 is arranged on described shunt conduit 3, described gate opening/closing bucket 6 is suspended in the below of described shunt conduit 3 by connection cord 55, the bottom of described gate opening/closing bucket 5 has an aperture 54, and described connection cord 55 is connected with described gate 6 by the pulley 52 that is arranged on described shunt conduit 3 tops.

Urban rainwater scrubbing of the present utility model harvests system, is extension, side drain, city, and it makes full use of roadside, city or gutter, square, and the entrance point of main channel 1 connects gutter.

Shunt conduit 3 is the early-stage rainwater channel of flowing through, i.e. the dirty shunt conduit of rain, for the shunting processing of early-stage rainwater; After shunting, harvest channel 2 for the later stage rainwater channel of flowing through, for later stage rainwater-collecting.The width of shunt conduit 3 is narrower than the width that harvests channel 2, and object is to guarantee that most rainwater is collected through harvesting channel 2 after gate 6 is opened, a small amount of rainwater shunt conduit 3 of flowing through, the opening that guarantees to collect gate 6.The canal slope of main channel entrance, to reduce the erosion effect of rainwater to channel.Sewage double-edged fine-toothed comb is installed on the road surface on entrance, and the larger rubbish of volume of bringing into can tentatively tackle rainwater conflux time, as leaf, polybag, the scraps of paper etc.Entrance point in main channel 1 is installed " extensively " word trashrack, the fritter light refuse that enters entrance point (is put down with ground) to " extensively " trashrack platform place by punching under hydro-flow thrust and buoyancy, being convenient to cleaner removes, reduce the chance of rubbish obstruction trashrack, kept the mistake water-based that trashrack is good and collected Rainwater Quality good." extensively " word trashrack with at the bottom of canal, become 30 ° of angles.At the bottom of canal before described gate, be provided with end bank, the silt being used in interception collection rainwater.

Gate opening/closing bucket 5 is early-stage rainwater collecting vessel, be positioned on shunt conduit 3, as shown in Figure 1: gate opening/closing bucket 5 diameters are D, be suspended in the below at shunt conduit 3 places by connection cord 55, at the top of shunt conduit 3, a horizontal iron staff 51, the little ring that a diameter is d is fixed in the centre position of iron staff 51, build pulley 52, connection cord 55 connects gate opening/closing bucket 5 by little ring.The bottom of gate opening/closing bucket 5 has an aperture 54, for seepage rainwater.Before gate 6 is opened, shunt conduit 3 flows are larger, a large amount of early-stage rainwaters shunt conduit 3 of flowing through enters gate opening/closing bucket 5, far away faster than seepage speed, amount of rainfall in gate opening/closing bucket 5 constantly increases, the pulling force to connection cord 55 producing therefrom constantly increases, until starting gate 6 is collected later stage rainwater.After rainfall stops, in gate opening/closing bucket 5, there is no the supply of rainwater, the gravity of gate opening bucket 5 can constantly reduce along with the seepage of aperture 54, and the pulling force of connection cord 55 also can constantly reduce, until rain leakage is complete.Now, 55 of connection cords bear the pulling force that staving 53 itself is with, and this pulling force is less than gate 6 conducts oneself with dignity, and under the moment loading that gate 6 produces at self gravitation, closes.

Gate 6 is arranged at and harvests on channel 2, as shown in figures 1 and 3, the thick ▽ of gate 6, density is ρ, high h0, wide b0, can obtain its quality is m0=ρ b0h0 ▽.Fixing a diameter in gate 6 lower right corner is the little ring 61 of gate of d.At the canal wall that harvests channel, a truckle is installed, a same truckle is installed on the canal wall of shunt conduit 3, described connection cord 55, through described pulley 52 and this two truckles, is connected on the little ring 61 of described gate.When rainwater enters in the early stage, do not reach the object of shunting in order to prevent gate 6 from opening too early under rainwater pressure, be provided with a rubber friction pad in described gate bottom, so that frictional force to be provided.

After gate 6 is opened, shunt conduit 3 moderate rain discharges diminish, and a large amount of rainwater enters in water cellar 7 and is collected by harvesting channel 2.Although flow through, the rainwater flow of shunt conduit 2 has diminished, and is still greater than the flow of seepage, and continuing increases the pulling force on connection cord 55, maintains gate 6 and reaches equilbrium position.After precipitation stops, in gate opening/closing bucket 5, the amount of rainwater can reduce gradually due to the seepage of aperture at the bottom of bucket 54, and therefore, the pulling force on connection cord 55 diminishes, and gate 6 can return to initial position under the Action of Gravity Field of self, closes.

Water cellar 7 is provided with unsteady drain cover, its objective is and realizes at the completely rear self-closed water cellar of water cellar water, makes rainwater no longer enter this water cellar 7, but flows through or flow out from the floating head of water cellar 7.Unsteady drain cover be one to the similar thin plate of the interior geometric form of water cellar 7, density is less than the density of water.In the time that the rainwater of collecting enters water cellar 7, unsteady drain cover can float along with increasing of the water yield in cellar for storing things, in the time that rainwater-collecting is full, drain cover rises to and harvests channel 2 bottoms, the breach area on cellar for storing things is large than channel for drain cover, just floated to be squeezed to and harvested channel 2 bottoms, at the bottom of serving as canal, make rainwater after this flow to downstream along harvesting channel 2.Due to water cellar 7 tops higher than canal at the bottom of, can prevent that water cellar 7 water overfill are damaged by frost in the winter time.Meanwhile, can continue to arrange same water cellar below at this water cellar 7, continue to collect rainwater, realize rainwater series connection and collect.

This system adopts " extensively " word trashrack, and the rubbish of interception is washed on platform, is convenient to cleaner and removes; The early-stage rainwater part flow arrangement consisting of shunt conduit 3 and gate 6 that can automatic open and close, can realize the shunting abatement processes to early-stage rainwater, makes initial stage high pollution rainwater can not enter water cellar 7, guarantees that water cellar 7 influent qualities are good; By designing unsteady drain cover, after making rainwater hold completely, can automatically flow into next water cellar along channel in a water cellar, realize rainwater series connection and collect, reach and collect more rainwater and the full antifreeze object of water cellar water.

Claims

1. a urban rainwater scrubbing harvests system, comprise main channel, harvest channel, shunt conduit, gate, gate opening/closing bucket, water cellar and trashrack, described trashrack is arranged on the entrance point of described main channel, described main channel described trashrack be divided into below described shunt conduit and described in harvest channel, the described width that harvests channel is 3 times of described shunt conduit width, described harvesting sets gradually described gate and described water cellar on channel, at the bottom of canal before described gate, be provided with end bank, described gate bottom is provided with a rubber friction pad, described gate opening/closing bucket is arranged on described shunt conduit, described gate opening/closing bucket is suspended in the below of described shunt conduit by connection cord, the bottom of described gate opening/closing bucket has an aperture, described connection cord is connected with described gate by the pulley that is arranged on described shunt conduit top.