CN209039230U - Gravity type hydraulic automatic dissolved oxygen fine filter - Google Patents

Gravity type hydraulic automatic dissolved oxygen fine filter Download PDF

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Publication number
CN209039230U
CN209039230U CN201821581602.0U CN201821581602U CN209039230U CN 209039230 U CN209039230 U CN 209039230U CN 201821581602 U CN201821581602 U CN 201821581602U CN 209039230 U CN209039230 U CN 209039230U
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water
pipe
siphon
recoil
water tank
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CN201821581602.0U
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Chinese (zh)
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黄江峰
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Zhengzhou Whale Swimming Pool Equipment Manufacturing Co Ltd
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Zhengzhou Whale Swimming Pool Equipment Manufacturing Co Ltd
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Abstract

The utility model discloses a kind of gravity type hydraulic automatic dissolved oxygen fine filter, including water tank with strainer and recoil discharge casing, the water chamber of water tank with strainer is connected with water pipe, and water pipe is connected with clear water reserviors, is connected at the top of water tank with strainer to drainage water inlet pipe;It is connected with siphon recoil tube at the top of water tank with strainer, is connected with recoil downpipe downwards at the top of siphon recoil tube;The inclination pipeline section of recoil downpipe right is connected with downwards siphon and promotes pipe, and siphon promotes to be connected with exhaust pipe in the middle part of pipe, and exhaust pipe is connected with the highest point of inclination pipeline section upwards;Siphon promotes to be connected with pressure flushing pipe at the top of pipe, forces flushing pipe to be equipped with and forces flushing valve;Siphon promotes the undergauge section of pipe to be connected with siphon accelerating tube, and siphon accelerating tube is connected with high-order aeration water tank, is connected with water inlet manifold to drainage water source, high position aeration water tank is connected with total flow pipe, and total flow pipe is connected with choke water sending device.The utility model can force flushing valve manually to open backwash process by opening.

Description

Gravity type hydraulic automatic dissolved oxygen fine filter
Technical field
The utility model relates to technical field of water body purification more particularly to a kind of back-purge systems.
Background technique
Many applications require to recycle after Water warfare.Such as landscape water, swimming-pool water.Purified water need using To Rose Box, Rose Box is interior to be equipped with filtering material, and the filter layer that filtering material is constituted is during working long hours, interior meeting More and more impurities in water are retained, causes filter layer increasing to the resistance of water, influences normal filter process.Filtration resistance increases Greatly to just needs unlatching backwash after certain phase.The principle of existing back-purge system is that backwash is connected to above filter layer Water pipe, water level will rise along backwash water pipe after filtration resistance increases.Backwashing water tube top portion is connected with downwards siphon drainage pipe, water Position will fall after rising to backwashing water tube top end along siphon drainage pipe, and form siphonage, make water in Rose Box to Upper refluence, purified water are flow backwards upwards, are taken away the impurity that filter layer is put aside when across filter layer, to play purification filtering Layer enables filter layer to re-start the effect normally filtered.
Although existing back-purge system can be backwashed automatically, when opening backwash process but cannot be by Artificial manipulation.When water level can rise to backwashing water tube top end, the filtration resistance of filter layer is very big, seriously affects just Normal filtering function.Sometimes, people need to guarantee the normal use of Rose Box in special time period, as needed to guarantee in the phase in red-letter day Between or opening during Rose Box absolutely can normal use, when not may require that normal use filter layer blocking, need to backwash, To influence the business goals such as the effect of publicity or tourist experience.
Utility model content
The purpose of this utility model is to provide the gravity type hydraulic automatics that one kind can manually open backwash process Dissolved oxygen fine filter, the bubble generated when falling under water after aeration will not influence the generation of siphonage.
To achieve the above object, the gravity type hydraulic automatic dissolved oxygen fine filter of the utility model includes water tank with strainer and anti- Discharge casing is rushed, is from top to bottom equipped with intake antrum, filter layer and water chamber in water tank with strainer, water chamber is connected with water pipe, clear water Pipe is connected with clear water reserviors, is connected at the top of water tank with strainer to drainage water inlet pipe;Clear water reserviors be located at the surface of water tank with strainer and with Water tank with strainer is connected, and clear water reserviors are connected with clear water outlet pipe;
Siphon recoil tube is connected up at the top of water tank with strainer, siphon recoil tube is upward through clear water reserviors, siphon recoil tube Top there is the inclination pipeline section of right low left high, inclination pipeline section left end is connected with downwards recoil downpipe, and recoil downpipe is downward It protrudes into recoil discharge casing and its bottom end is equipped with opening, recoil discharge casing is connected with drainpipe;Liquid level in recoil discharge casing is higher than Recoil downpipe bottom end opening;
The inclination pipeline section for recoiling downpipe right is connected with downwards siphon and promotes pipe, and siphon promotes pipe and recoil overboard The distance of pipe is less than 15 centimetres and siphon promotes the caliber of pipe to be less than recoil downpipe;Siphon promotes pipe to extend downwardly into recoil draining The bottom end opening of case and its bottom end opening and recoil downpipe is the same as high;Siphon promotes to be connected with exhaust pipe in the middle part of pipe, is evacuated Pipeline upwardly extends and is connected with the highest point of inclination pipeline section;
Siphon promotes to be connected with pressure flushing pipe at the top of pipe, and flushing pipe is forced to be connected with to drainage water source;Force punching It washes pipe and siphon promotes the junction of pipe for A point, the junction of exhaust pipe and siphon promotion pipe is B point;Tilt pipeline section highest The height at place is H meters, and H meters of high water column pressures are P1, and the hydraulic pressure to drainage water source is higher than P1;It forces flushing pipe to be equipped with to force Flushing valve;
Siphon between A point and B point promotes pipe to be equipped with undergauge section, and the caliber of undergauge section is that the siphon other than undergauge section promotes The half of the caliber of pipe;Siphon other than undergauge section promotes the caliber of pipe less than a quarter of the caliber of siphon recoil tube;
Undergauge section is connected with siphon accelerating tube, and siphon accelerating tube is connected with high-order aeration water tank, the bottom of high position aeration water tank End is higher than the junction of siphon accelerating tube and undergauge section;The caliber of siphon accelerating tube is less than siphon and promotes pipe;
It is connected with water inlet manifold to drainage water source, the middle part of high position aeration water tank is equipped with water-stop sheet, and water-stop sheet exposes a high position The inner space or so of air water case is divided into the intake chamber positioned at left side and the water-supplying chamber positioned at right side, water inlet manifold and high-order exposure The intake chamber bottom of air water case is connected;Water-stop sheet top is lower than high-order aeration water tank top;Siphon accelerating tube protrudes into high-order exposure The intake chamber of air water case and its bottom end opening are lower than water-stop sheet top;Force flushing pipe be connected with water inlet manifold and pass through always into Water pipe is connected with to drainage water source;
Water-supplying chamber is connected with downwards total flow pipe, and total flow pipe is connected with choke water sending device, the connection of choke water sending device It is described to drainage water inlet pipe.
Three-way connection is connected up at the top of water tank with strainer, three-way connection is located in clear water reserviors, protrudes into drainage water inlet pipe It in clear water reserviors, is tightly connected to the side wall of drainage water inlet pipe and clear water reserviors, and threeway to drainage water inlet pipe and siphon recoil tube Connector is connected and is connected by three-way connection with water tank with strainer.
Recoil discharge casing open top and its left end connection drainpipe;It is equipped with and overflows along the longitudinal direction in recoil discharge casing Weir is flowed, recoil discharge casing inside left and right is divided into drainage cavity and water seal cavity by overflow weir;Drainage cavity be located at overflow weir left and with Drainpipe is connected, and drainpipe is connected to drainage cavity bottom, and water seal cavity is located at overflow weir right;Recoil downpipe extends downwardly into water The bottom end for sealing chamber and the downpipe that recoils is lower than overflow weir top.
Choke water sending device includes vertically arranged casing, and the upper and lower ends of casing are all closed, and total flow pipe is from top to bottom It protrudes into casing, total flow pipe and the sealing of casing roof cooperate, and the bottom end opening of total flow pipe is located above casing bottom wall, casing Top connection is described to drainage water inlet pipe, and casing is higher than the bottom end opening of total flow pipe with the junction to drainage water inlet pipe;Always The water flowing chamber that annular is surrounded between flow pipe outer wall and internal surface of sleeve pipe, is connected to drainage water inlet pipe with water flowing top of chamber.
Baffle is equipped at the top of the intake antrum of the water tank with strainer in the horizontal direction, baffle is located above filter layer and its circumferential direction There is gap, baffle is connected by connecting rod with the roof of water tank with strainer between edge and water tank with strainer side wall.
The highest point of inclination pipeline section is connected with siphon and stops pipe, and clear water reserviors inner sidewall is connected with siphon stop slot, and siphon stops Only the top of groove top end opening and siphon stop slot is lower than the junction of clear water outlet pipe and clear water reserviors;
The water chamber bottom sidewall is connected with discharging valve.
The siphon stops pipe equipped with the regulating valve for controlling backwashing time.
The utility model has the advantage that
Using the utility model, can not increase in filter layer filtration resistance rises to the water level in siphon recoil tube not incline When the degree on inclined tube section top, flushing valve is forced manually to open backwash process by opening, unlatching backwash is more flexible, and And very convenient (only needing to open to force flushing valve), backwash can be opened earlier compared to the mode for automatically turning on backwash Process guarantees that set period filter layer can be normally carried out filtration.
Siphon promotes pipe at a distance from recoil downpipe less than 15 centimetres, tilts pipeline section right low left high, and siphon promotes pipe position In the position for closing on inclination pipeline section highest point, siphon promotes the top of pipe lower than the highest point of inclination pipeline section, therefore siphon recoils Water in pipe is necessarily introduced into siphon and promotes pipe, rear to enter recoil downpipe;This makes it possible to promote pipe using siphon and take out Air pipe extracts the gas in siphon recoil tube out, promotes to generate siphonage in recoil downpipe and siphon recoil tube.It is to be filtered The hydraulic pressure at water water source is higher than P1, forces flushing pipe to enter siphon promotion pipe so that guarantee enough passes through to the water energy at drainage water source, from And actively open backwash process.
It is connected with three-way connection to drainage water inlet pipe with siphon recoil tube and by three-way connection and water tank with strainer It is connected, just only needs to connect a three-way connection in this way at the top of water tank with strainer, intakes without being separately connected to drainage Pipe and siphon recoil tube, keep overall structure more compact, and when filter layer filtration resistance increases, water energy to be filtered is enough more straight It connects and rises along siphon recoil tube.
The setting of overflow weir can guarantee that the water level in water seal cavity is higher than recoil downpipe bottom end, to form fluid-tight;Together When drainpipe can be connected to again recoil discharge casing drainage cavity bottom, convenient for arrangement drainpipe.
Siphon other than undergauge section promotes the caliber of pipe less than a quarter of the caliber of siphon recoil tube, so that siphon promotees Small volume in inlet pipe, it is few to deposit tolerance, and siphonage is more readily formed compared to siphon recoil tube.Rainbow is formed in siphon accelerating tube After suction phenomenon, the water in high position aeration water tank continually enters siphon by siphon accelerating tube and promotes to manage and fall, and then improves To the drainage of exhaust pipe, accelerate to form siphonage in siphon recoil tube, realizes hydrocone type backwash.
When the water in drainage water source enters high-order aeration water tank by water inlet manifold, first make into the indoor liquid level liter of water Height, after water level rises to water-stop sheet top, water overflow enters water-supplying chamber.
Siphon accelerating tube protrudes into the intake chamber of high-order aeration water tank and its bottom end opening lower than water-stop sheet top, it is ensured that The bottom end opening of siphon accelerating tube is located at the liquid level of intake chamber hereinafter, guaranteeing that siphon accelerating tube will not suck gas, promotes siphon Phenomenon is formed.
Water in intake chamber comes into full contact with when entering water-supplying chamber by water-stop sheet overflow with air, and the oxygen in air dissolves in In water, water body activity is improved.When water on the right side of water-stop sheet drops down, partial air can be carried, forms bubble in water.If Bubble is not removed, it will there is gas constantly to pass through choke water sending device and enter siphon recoil tube to drainage water inlet pipe and assemble The inclination pipeline section leftmost side (tilting the highest point of pipeline section), to hinder to form siphonage.
Due to being provided with choke water sending device, when work, the water in high position aeration water tank passes downwardly through total flow pipe and enters Casing part, then the water level in casing gradually rises up to casing and the junction to drainage water inlet pipe, along to drainage water inlet pipe Flow into water tank with strainer.Bottom end opening due to casing with the junction to drainage water inlet pipe higher than total flow pipe, always send water The liquid level is not less than casing and the junction to drainage water inlet pipe when always maintaining one section of liquid level in pipe, and working normally.It takes When falling from the top down along total flow pipe with bladdery water, fall in this section of liquid level, bubble kept off by water resistance after along total flow pipe It floats up to above liquid level, and water then then enters annular by the gap between total flow pipe and casing bottom wall in the presence of hydraulic pressure Water flowing chamber flows into water tank with strainer finally by drainage water inlet pipe and three-way connection.In the process, bubble, which has stayed in, always send water In pipe, to prevent bubble from entering water tank with strainer and siphon recoil tube, gas is avoided to continue to collect to inclination pipeline section highest point, hamper Hinder the formation of siphonage.
The setting of baffle can prevent the water inlet of water tank with strainer from impacting on filter layer directly down.Water to be filtered into It after entering water tank with strainer, first impacts on baffle, then the gap between the circumferential edge along baffle and water tank with strainer side wall is to whereabouts, Avoiding problems the direct impact filtration layers of water with pressure, play the protective effect to filter layer, extend the service life of filter layer.
Siphon stops the setting of pipe and siphon stop slot, can be after backwashing a period of time, because in siphon stop slot Water is evacuated, gas enter inclination pipeline section highest point and be automatically stopped backwash process, avoid backwash process be continued for into Row, can not restore normal filtration state automatically.
The top of siphon stop slot is lower than the junction of clear water outlet pipe and clear water reserviors, in this way in normal filtration, filtering Water afterwards can first be full of siphon stop slot, then be flowed out by clear water outlet pipe, and siphon stop slot is when ensure that normal filtration water outlet Full water state.
When siphon promotes pipe to be evacuated by highest point of the exhaust pipe to inclination pipeline section, while siphon can also be stopped in pipe Gas extraction, thus siphon stop pipe in also generate siphonage, backwash when by siphon stop slot water extract out. After the water in siphon stop slot is evacuated, large quantity of air stops the highest point that pipe is drained to inclination pipeline section by siphon, from And it destroys siphon recoil tube and its tilts the siphonage in pipeline section, and then be automatically stopped backwash process.
After the open degree for increasing regulating valve, siphon stop slot can be evacuated faster in backwash process, so as to shorten anti- Flushing process.After the open degree for reducing regulating valve, what siphon stop slot can be slower in backwash process is evacuated, to extend anti- Flushing process.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Specific embodiment
As shown in Figure 1, the gravity type hydraulic automatic dissolved oxygen fine filter of the utility model includes water tank with strainer 1 and recoil row Water tank 2 is from top to bottom equipped with intake antrum 3, filter layer 4 and water chamber 5 in water tank with strainer 1, and water chamber 5 is connected with water pipe 6, clearly Water pipe 6 is connected with clear water reserviors 7, is connected at the top of water tank with strainer 1 to drainage water inlet pipe 8;Clear water reserviors 7 are being located at water tank with strainer 1 just Top is simultaneously connected with water tank with strainer, and clear water reserviors 7 are connected with clear water outlet pipe 21;
Siphon recoil tube 9 is connected up at the top of water tank with strainer 1, siphon recoil tube 9 is upward through clear water reserviors 7 and and clear water The roof in pond 7 seals cooperation, and the top of siphon recoil tube 9 has an inclination pipeline section 10 of right low left high, inclination 10 left end of pipeline section to Under be connected with recoil downpipe 11, recoil downpipe 11 extend downwardly into recoil discharge casing 2 and its bottom end be equipped with opening, recoil draining Case 2 is connected with drainpipe 12;The liquid level to recoil in discharge casing 2 is higher than recoil 11 bottom end opening of downpipe;
It is described recoil 11 right of downpipe inclination pipeline section 10 be connected with downwards siphon promote pipe 13, siphon promote pipe 13 with The distance of recoil downpipe 11 is less than 15 centimetres and siphon promotes the caliber of pipe 13 to be less than recoil downpipe 11;Siphon promotes pipe 13 It extends downwardly into recoil discharge casing 2 and the bottom end opening of its bottom end opening and recoil downpipe 11 is the same as high;Siphon promotes in pipe 13 Portion is connected with exhaust pipe 14, and exhaust pipe 14 upwardly extends and is connected with the highest point of inclination pipeline section 10;
Siphon promotes the top of pipe 13 to be connected with pressure flushing pipe 15, and flushing pipe 15 is forced to be connected with to drainage water source; Forcing flushing pipe 15 and siphon to promote the junction of pipe 13 is A point, and it is B that exhaust pipe 14 and siphon, which promote the junction of pipe 13, Point;The height for tilting 10 highest point of pipeline section is H meters (H is positive real number), and H meters of high water column pressures are that P1(P1 is positive real number, unit For megapascal), the hydraulic pressure to drainage water source is higher than P1, to guarantee that the water energy to drainage water source enough passes through the pressure entrance of flushing pipe 15 Siphon promotes pipe 13, and guarantees that the water potential when filter layer blocks in siphon recoil tube gets at the highest up to inclination pipeline section 10 Place;It forces flushing pipe 15 to be equipped with and forces flushing valve.
Siphon between A point and B point promotes pipe 13 to be equipped with undergauge section 18, and the caliber of undergauge section 18 is other than undergauge section 18 Siphon promotes less than half of the caliber of pipe 13;Siphon other than undergauge section 18 promotes the caliber of pipe 13 to be less than siphon recoil tube 9 Caliber a quarter;
Undergauge section 18 is connected with siphon accelerating tube 19, and siphon accelerating tube 19 is connected with high-order aeration water tank 20, high position aeration The bottom end of water tank 20 is higher than the junction of siphon accelerating tube 19 and undergauge section 18;The caliber of siphon accelerating tube 19 promotes less than siphon Pipe 13.
It is connected with water inlet manifold 22 to drainage water source, the middle part of high position aeration water tank 20 is equipped with water-stop sheet 23, water-stop sheet 23 The inner space or so of high-order aeration water tank 20 is divided into the intake chamber 24 positioned at left side and the water-supplying chamber 25 positioned at right side, always Water inlet pipe 22 is connected with 24 bottom of intake chamber of high-order aeration water tank 20;It is pushed up lower than high-order aeration water tank 20 on 23 top of water-stop sheet End;Siphon accelerating tube protrudes into the intake chamber 24 of high-order aeration water tank 20 and its bottom end opening lower than 23 top of water-stop sheet;Force punching Pipe is washed to be connected with water inlet manifold 22 and be connected by water inlet manifold 22 with to drainage water source;
Water-supplying chamber 25 is connected with downwards total flow pipe 26, and total flow pipe 26 is connected with choke water sending device, and choke send water to fill It sets described in connection to drainage water inlet pipe 8.
It is routine techniques to drainage water source, it is not shown.High-order expose is entered by water inlet manifold 22 to the water in drainage water source When air water case 20, first increase the liquid level in intake chamber 24, after water level rises to 23 top of water-stop sheet, water overflow enters water-supplying chamber 25。
Siphon accelerating tube protrudes into the intake chamber 24 of high-order aeration water tank 20 and its bottom end opening is lower than 23 top of water-stop sheet, can With guarantee the bottom end opening of siphon accelerating tube be located at the liquid level of intake chamber 24 hereinafter, guarantee siphon accelerating tube will not suck gas, Siphonage is promoted to be formed.
Three-way connection 16 is connected up at the top of water tank with strainer 1, three-way connection 16 is located in clear water reserviors 7, intakes to drainage Pipe 8 protrudes into clear water reserviors 7, is tightly connected to the side wall of drainage water inlet pipe 8 and clear water reserviors 7, recoils to drainage water inlet pipe 8 and siphon Pipe 9 is connected with three-way connection 16 and is connected by three-way connection 16 with water tank with strainer.
Recoil 2 open top of discharge casing and its left end connection drainpipe 12;It is set along the longitudinal direction in recoil discharge casing 2 There is an overflow weir 17, the left and right inside discharge casing 2 that will recoil of overflow weir 17 is divided into drainage cavity and water seal cavity;Drainage cavity is located at overflow weir 17 lefts are simultaneously connected with drainpipe 12, and drainpipe 12 is connected to drainage cavity bottom, and water seal cavity is located at 17 right of overflow weir;Recoil Downpipe 11 extends downwardly into water seal cavity and the bottom end for the downpipe 11 that recoils is lower than 17 top of overflow weir.
The setting of overflow weir 17 can guarantee that the water level in water seal cavity is higher than recoil 11 bottom end of downpipe, to form liquid Envelope;Drainpipe 12 can be connected to the drainage cavity bottom of recoil discharge casing 2 again simultaneously, convenient for arrangement drainpipe 12.
Choke water sending device includes vertically arranged casing 27, and the upper and lower ends of casing 27 are all closed, total flow pipe 26 by It is protruded under in casing 27, total flow pipe 26 cooperates with the sealing of 27 roof of casing, and the bottom end opening of total flow pipe 26 is located at set Above 27 bottom wall of pipe, connection is described to drainage water inlet pipe 8 at the top of casing 27, and casing 27 and the junction to drainage water inlet pipe 8 are high In the bottom end opening of total flow pipe 26;The water flowing chamber 29 of annular is surrounded between 27 inner wall of total 26 outer wall of flow pipe and casing, it is to be filtered It is connected at the top of water water inlet pipe 8 and water flowing chamber 29.
Water in intake chamber 24 comes into full contact with, in air when entering water-supplying chamber 25 by 23 overflow of water-stop sheet with air Oxygen dissolves in water, improves water body activity.When the water on 23 right side of water-stop sheet drops down, partial air can be carried, is formed in water Bubble.If bubble is not removed, it will have gas constantly pass through choke water sending device and to drainage water inlet pipe 8 enter siphon it is anti- Washing pipe is simultaneously gathered in inclination 10 leftmost side of pipeline section (tilting the highest point of pipeline section 10), to hinder to form siphonage.
Due to being provided with choke water sending device, when work, the water in high position aeration water tank 20 passes downwardly through total flow pipe 26 27 lower part of sleeve pipe, then the water level in casing 27 gradually rises up to casing 27 and junction to drainage water inlet pipe 8, along to Drainage water inlet pipe 8 flows into water tank with strainer.Bottom end due to casing 27 with the junction to drainage water inlet pipe 8 higher than total flow pipe 26 Opening, therefore one section of liquid level is always maintained in total flow pipe 26, and when working normally the liquid level be not less than casing 27 with it is to be filtered The junction of water water inlet pipe 8.When carrying bladdery water and falling from the top down along total flow pipe 26, fall in this section of liquid level, gas Bubble floats up to above liquid level after being kept off by water resistance along total flow pipe 26, and water is then in the presence of hydraulic pressure then by total flow pipe 26 and set Gap between 27 bottom wall of pipe enters the water flowing chamber 29 of annular, flows into finally by drainage water inlet pipe 8 and three-way connection 16 Water filtering tank.In the process, bubble has stayed in total flow pipe 26, to prevent bubble from entering water tank with strainer and siphon recoil Pipe avoids gas from continuing the formation for collecting, interfering siphonage to inclination 10 highest point of pipeline section.
Baffle 28 is equipped at the top of the intake antrum of the water tank with strainer in the horizontal direction, baffle 28 is located above filter layer and it There is gap, baffle 28 is connected by connecting rod with the roof of water tank with strainer between circumferential edge and water tank with strainer side wall.
The setting of baffle 28 can prevent the water inlet of water tank with strainer from impacting on filter layer directly down.Water to be filtered It into after water tank with strainer, first impacts on baffle 28, then the gap between the circumferential edge along baffle 28 and water tank with strainer side wall To whereabouts, avoiding problems the direct impact filtration layers of water with pressure, play the protective effect to filter layer, extend making for filter layer Use the service life.
The highest point of inclination pipeline section 10 is connected with siphon and stops pipe 30, and 7 inner sidewall of clear water reserviors is connected with siphon stop slot 31, The top of 31 top of siphon stop slot opening and siphon stop slot 31 is lower than the junction of clear water outlet pipe 21 and clear water reserviors 7;It takes out Air pipe 14 preferably stops pipe 30 with siphon and is connected and is connected by siphon stopping pipe 30 with the highest point for tilting pipeline section 10.
Siphon stops the setting of pipe 30 and siphon stop slot 31, can be after backwashing a period of time, because of siphon stop slot Water in 31 is evacuated, gas enters inclination 10 highest point of pipeline section and is automatically stopped backwash process, avoids backwash process one Straight lasting progress, can not restore normal filtration state automatically.
The top of siphon stop slot 31 is lower than the junction of clear water outlet pipe 21 and clear water reserviors 7, in this way in normal filtration, Filtered water can first be full of siphon stop slot 31, then be flowed out by clear water outlet pipe 21, siphon when ensure that normal filtration water outlet Stop slot 31 is full water state.
When siphon promotes pipe to be evacuated by highest point of the exhaust pipe to inclination pipeline section 10, while also siphon can be stopped managing Gas extraction in 30, thus stop also generating siphonage in pipe 30 in siphon, it will be in siphon stop slot 31 in backwash Water extraction.After the water in siphon stop slot 31 is evacuated, large quantity of air stops pipe 30 by siphon and is drained to tipping tube The highest point of section 10 to destroy siphon recoil tube and its tilt the siphonage in pipeline section 10, and then makes backwash process certainly It is dynamic to stop.
The water chamber bottom sidewall is connected with discharging valve, consequently facilitating emptying maintenance.The siphon stops setting on pipe 30 There is the regulating valve for controlling backwashing time.
After the open degree for increasing regulating valve, siphon stop slot 31 can be evacuated faster in backwash process, so as to shorten Backwash process.After the open degree for reducing regulating valve, siphon stop slot 31 slower can be evacuated in backwash process, to prolong Long backwash process.
When work, water to be filtered passes through filter layer by intake antrum 3 by entering 1 top of water tank with strainer to drainage water inlet pipe 8 4 enter water chamber 5, and when passing through filter layer 4, water to be filtered is filtered by filter layer 4, and the impurity in water is trapped within filter layer At 4;Filtered water purification enters clear water reserviors 7 by water pipe 6 by water chamber 5, flows out eventually by clear water outlet pipe 21.
If in long-term work, the impurity that filter layer 4 retains is more and more, filter layer 4 without manual control Filtration resistance is increasing, and the water level in siphon recoil tube 9 gradually rises with 4 being gradually increased for filtration resistance of filter layer.When siphon is anti- When waterborne in washing pipe 9 rises to top, water first promotes pipe 13 to fall by siphon, and water generates drainage when to falling, by rainbow Inhale the air extraction in accelerating tube 19.Since the hydraulic pressure in high-order aeration water tank 20 is higher, and the caliber of siphon accelerating tube 19 is small Promote pipe 13 in siphon, and siphon promotes the caliber of pipe 13 less than a quarter of the caliber of siphon recoil tube 9, therefore siphon adds Gas in fast pipe 19 can relatively very be easy emptying, and then can be easily created siphonage.Shape in siphon accelerating tube 19 After siphonage, a high position aeration water tank 20 in water continually by siphon accelerating tube 19 enter siphon promote pipe 13 and under It falls, and then improves the drainage to exhaust pipe 14.Air accumulation in siphon recoil tube 9 is in the highest for tilting pipeline section 10 Place, in the case where siphon promotes in pipe 13 under overboard drainage, the gas for tilting the highest point of pipeline section 10 passes through exhaust pipe 14 It is downwardly into siphon accelerating tube 19 and is discharged into recoil discharge casing 2.When the gas of the highest point of inclination pipeline section 10 is taken out to the greatest extent, in rainbow It inhales in recoil tube 9 and is formed siphonage.The caliber of siphon recoil tube 9 is thicker, thus the water flow to recoil is larger, crosses drainage Filtered water can also flow back to back through the water in filter layer 4(clear water reserviors 7 from bottom to top in case 1), it will be in filter layer 4 The impurity of retention is taken away, and cleaned filtering layer 4 is played the role of.Filter layer 4 after backwash is regenerated, and can be carried out again just Normal filtration.
Previous homogeneous system cannot manually open backwash process, and the water level in siphon recoil tube 9 can only be waited to rise to Top, the filtration resistance of filter layer 4 is very big at this time, not can be carried out normal filtration.
Backwash process then can be manually opened using the utility model.Even if the water level in siphon recoil tube 9 does not rise It to top, when artificial decision is backwashed, opens and forces flushing valve, under to the effect of the hydraulic pressure at drainage water source, water passes through by force Flushing pipe 15 processed enters the top that siphon promotes pipe 13, then promotes to form the water flow to whereabouts in pipe 13 in siphon, thus logical Exhaust pipe 14 is crossed to force to take away the gas for tilting the highest point of pipeline section 10.Since recoil 11 lower end of downpipe is by water seal, Therefore negative pressure is formed in siphon recoil tube 9.As the gas of the highest point of inclination pipeline section 10 is constantly taken away, siphon recoil tube Water in 9 is drawn to the highest point of inclination pipeline section 10 upwards, to be fallen by recoil downpipe 11 and the shape in siphon recoil tube 9 At siphonage, take away filtered water back through filter layer 4, by the impurity retained in filter layer 4 from bottom to top.Referring to Backwash process is manually opened before timing section, can prevent set period from backwash phenomenon occurs, can also be connect to avoid filter layer Backwash process is just opened when nearly blocking.
Above embodiments are only to illustrate rather than limit the technical solution of the utility model, although referring to above-described embodiment pair The utility model is described in detail, those skilled in the art should understand that: still can to the utility model into Row modification or equivalent replacement should all without departing from any modification or partial replacement of the spirit and scope of the utility model Cover in the scope of the claims of the utility model.

Claims (8)

1. gravity type hydraulic automatic dissolved oxygen fine filter, including water tank with strainer and recoil discharge casing, in water tank with strainer from top to bottom Equipped with intake antrum, filter layer and water chamber, water chamber is connected with water pipe, and water pipe is connected with clear water reserviors, water tank with strainer top It is connected with to drainage water inlet pipe;Clear water reserviors are located at the surface of water tank with strainer and are connected with water tank with strainer, and clear water reserviors are connected with Clear water outlet pipe;
It is characterized by: having connected up siphon recoil tube at the top of water tank with strainer, siphon recoil tube is upward through clear water reserviors, siphon The top of recoil tube has the inclination pipeline section of right low left high, and inclination pipeline section left end is connected with downwards recoil downpipe, recoils overboard Pipe extends downwardly into recoil discharge casing and its bottom end is equipped with opening, and recoil discharge casing is connected with drainpipe;The liquid to recoil in discharge casing Position is higher than recoil downpipe bottom end opening;
The inclination pipeline section of the recoil downpipe right is connected with downwards siphon and promotes pipe, and siphon promotes pipe and recoil downpipe Distance is less than 15 centimetres and siphon promotes the caliber of pipe to be less than recoil downpipe;Siphon promote pipe extend downwardly into recoil discharge casing and The bottom end opening of its bottom end opening and recoil downpipe is the same as high;Siphon promotes to be connected with exhaust pipe, exhaust pipe in the middle part of pipe It upwardly extends and is connected with the highest point of inclination pipeline section;
Siphon promotes to be connected with pressure flushing pipe at the top of pipe, and flushing pipe is forced to be connected with to drainage water source;Force flushing pipe The junction for promoting pipe with siphon is A point, and it is B point that exhaust pipe and siphon, which promote the junction of pipe,;Tilt pipeline section highest point Height is H meters, and H meters of high water column pressures are P1, and the hydraulic pressure to drainage water source is higher than P1;It forces flushing pipe to be equipped with to force to rinse Valve;
Siphon between A point and B point promotes pipe to be equipped with undergauge section, and the caliber of undergauge section is that the siphon other than undergauge section promotes pipe The half of caliber;Siphon other than undergauge section promotes the caliber of pipe less than a quarter of the caliber of siphon recoil tube;
Undergauge section is connected with siphon accelerating tube, and siphon accelerating tube is connected with high-order aeration water tank, and the bottom end of high position aeration water tank is high In the junction of siphon accelerating tube and undergauge section;The caliber of siphon accelerating tube is less than siphon and promotes pipe;
Water inlet manifold is connected with to drainage water source, and the middle part of high position aeration water tank is equipped with water-stop sheet, and water-stop sheet is by high-order water aeration Inner space of case or so is divided into the intake chamber positioned at left side and the water-supplying chamber positioned at right side, water inlet manifold and high-order water aeration The intake chamber bottom of case is connected;Water-stop sheet top is lower than high-order aeration water tank top;Siphon accelerating tube protrudes into high-order water aeration The intake chamber of case and its bottom end opening are lower than water-stop sheet top;Flushing pipe is forced to be connected with water inlet manifold and pass through water inlet manifold It is connected with to drainage water source;
Water-supplying chamber is connected with downwards total flow pipe, and total flow pipe is connected with choke water sending device, described in the connection of choke water sending device To drainage water inlet pipe.
2. gravity type hydraulic automatic dissolved oxygen fine filter according to claim 1, it is characterised in that: at the top of water tank with strainer to On be connected with three-way connection, three-way connection is located in clear water reserviors, protrudes into clear water reserviors to drainage water inlet pipe, to drainage water inlet pipe with The side wall of clear water reserviors is tightly connected, and is connected with three-way connection to drainage water inlet pipe with siphon recoil tube and is connected by three Head is connected with water tank with strainer.
3. gravity type hydraulic automatic dissolved oxygen fine filter according to claim 1, it is characterised in that: at the top of recoil discharge casing Open and its left end connects the drainpipe;Overflow weir is equipped in recoil discharge casing along the longitudinal direction, overflow weir drains recoil Left and right is divided into drainage cavity and water seal cavity inside case;Drainage cavity is located at overflow weir left and is connected with drainpipe, and drainpipe connects It connects in drainage cavity bottom, water seal cavity is located at overflow weir right;Recoil downpipe extends downwardly into the bottom of water seal cavity and the downpipe that recoils End is lower than overflow weir top.
4. gravity type hydraulic automatic dissolved oxygen fine filter according to any one of claim 1 to 3, it is characterised in that: resistance Pneumatic transmission water installations include vertically arranged casing, and the upper and lower ends of casing are all closed, and total flow pipe from top to bottom protrudes into casing, Total flow pipe and the sealing of casing roof cooperate, and the bottom end opening of total flow pipe is located above casing bottom wall, and cannula tip connects institute It states to drainage water inlet pipe, casing is higher than the bottom end opening of total flow pipe with the junction to drainage water inlet pipe;Total flow pipe outer wall The water flowing chamber that annular is surrounded between internal surface of sleeve pipe, is connected to drainage water inlet pipe with water flowing top of chamber.
5. gravity type hydraulic automatic dissolved oxygen fine filter according to any one of claim 1 to 3, it is characterised in that: institute State and be equipped with baffle at the top of the intake antrum of water tank with strainer in the horizontal direction, baffle be located above filter layer and its circumferential edge with filter There is gap, baffle is connected by connecting rod with the roof of water tank with strainer between water tank side wall.
6. gravity type hydraulic automatic dissolved oxygen fine filter according to any one of claim 1 to 3, it is characterised in that: incline The highest point of inclined tube section is connected with siphon and stops pipe, and clear water reserviors inner sidewall is connected with siphon stop slot, and siphon stop slot top is spacious The top of mouth and siphon stop slot is lower than the junction of clear water outlet pipe and clear water reserviors.
7. gravity type hydraulic automatic dissolved oxygen fine filter according to any one of claim 1 to 3, it is characterised in that: institute It states water chamber bottom sidewall and is connected with discharging valve.
8. gravity type hydraulic automatic dissolved oxygen fine filter according to claim 6, it is characterised in that: the siphon stops pipe It is equipped with the regulating valve for controlling backwashing time.
CN201821581602.0U 2018-09-27 2018-09-27 Gravity type hydraulic automatic dissolved oxygen fine filter Active CN209039230U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821581602.0U CN209039230U (en) 2018-09-27 2018-09-27 Gravity type hydraulic automatic dissolved oxygen fine filter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821581602.0U CN209039230U (en) 2018-09-27 2018-09-27 Gravity type hydraulic automatic dissolved oxygen fine filter

Publications (1)

Publication Number Publication Date
CN209039230U true CN209039230U (en) 2019-06-28

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821581602.0U Active CN209039230U (en) 2018-09-27 2018-09-27 Gravity type hydraulic automatic dissolved oxygen fine filter

Country Status (1)

Country Link
CN (1) CN209039230U (en)

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