CN1303976A - Vacuum sewage pipeline system - Google Patents
Vacuum sewage pipeline system Download PDFInfo
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- CN1303976A CN1303976A CN99122942A CN99122942A CN1303976A CN 1303976 A CN1303976 A CN 1303976A CN 99122942 A CN99122942 A CN 99122942A CN 99122942 A CN99122942 A CN 99122942A CN 1303976 A CN1303976 A CN 1303976A
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- soil pipe
- vacuum
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- 239000010865 sewage Substances 0.000 title claims abstract description 97
- 238000011144 upstream manufacturing Methods 0.000 claims abstract description 46
- 239000002689 soil Substances 0.000 claims description 72
- 238000000034 method Methods 0.000 claims description 13
- 230000000694 effects Effects 0.000 claims description 9
- 230000001012 protector Effects 0.000 claims description 3
- 239000002699 waste material Substances 0.000 abstract 4
- 230000002349 favourable effect Effects 0.000 description 9
- 101100298222 Caenorhabditis elegans pot-1 gene Proteins 0.000 description 8
- 230000002787 reinforcement Effects 0.000 description 7
- 230000008602 contraction Effects 0.000 description 6
- 239000007788 liquid Substances 0.000 description 6
- 238000005265 energy consumption Methods 0.000 description 4
- 238000011010 flushing procedure Methods 0.000 description 3
- 238000009423 ventilation Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 241001247986 Calotropis procera Species 0.000 description 1
- 241001269238 Data Species 0.000 description 1
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 241000220317 Rosa Species 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 230000000739 chaotic effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 230000010355 oscillation Effects 0.000 description 1
- 238000010992 reflux Methods 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/02—Arrangement of sewer pipe-lines or pipe-line systems
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- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
Abstract
A vacuum sewer system comprises a waste receiving unit (1) to be emptied through an outlet opening (2), a sewer valve (3) for controlling the flow of sewage from the waste receiving unit through said outlet opening (2), a sewer pipe having an upstream portion (4) connected to the sewer valve (3) and a downstream portion (7) providing a discharge end of the sewer pipe, and an ejector (5) having a working medium supply inlet (11). The upstream portion (4) of the sewer pipe provides a suction pipe of the ejector and the downstream portion (7) of the sewer pipe a discharge pipe of the ejector. A working medium is supplied to the ejector (5) through the working medium supply inlet (11) creating a partial vacuum in the upstream portion (4) of the sewer pipe, after which the sewer valve (3) is opened, whereby ambient atmospheric pressure pushes sewage in the waste receiving unit (1) into and through the upstream portion (4) of the sewer pipe and further through the downstream portion (7) of the sewer pipe. The sewer valve (3) is closed upon emptying of the waste receiving unit (1). The working medium is supplied to the ejector (5) for a time period substantially including a time period the sewer valve (3) is open in order to ensure discharge of the sewage.
Description
The present invention relates to according to a kind of method of handling vacuum sewage pipeline system described in claim 1 preamble.
In vacuum sewage pipeline system, can realize sewage transport in order to make the conventional vacuum sewer system, soil pipe is remained under the parital vacuum.The example of this vacuum sewage pipeline system is disclosed in US3629099, and US4184506 is among the US4034421.But these known solution more complicated and costlinesses.
It also is known using ejector to produce vacuum in vacuum sewage pipeline system.US4034421 has disclosed and has a kind ofly had the system of liquid driven ejector in the soil pipe downstream, and this ejector produces the required parital vacuum of sewage transport.Owing to must use an independent circulation pump to drive ejector, therefore this known device costs an arm and a leg.In addition, the efficiency ratio that forms vacuum is low, only is about 5%.In addition, the working media of supplying with ejector is a raw sewage, and this has just proposed some specific (special) requirements, as the cleaning that will consider circulation pump and ejector etc.Also can use another kind of liquid as working media, but need outside conveying arrangement, supply with extra liquid.
US4791688 has disclosed a kind of and similar system of system US4034421, wherein goes back the Extra Supply outside air, is used to guarantee sewage transport.
Another kind of sewer system is disclosed in SE506007, US5813061, and among the US5873135.In these system known per, the required parital vacuum of soil pipe is to utilize an air to press the ejector that drives to produce, and this ejector and soil pipe constitute one, and the position will be discharged into the unit of vacuum sewage pipeline near any one.Such unit can be a chamber pot, and the outlet of unit is connected to sewage conduct by a normally closed sewage valve.These solutions are simpler than said system, and needed parts are also less.Yet these solutions need a large amount of air, have also produced very important noise.
The purpose of this invention is to provide a kind of method of handling the vacuum sewage disposal system, utilize this method can avoid above-mentioned shortcoming, can improve the formation of vacuum, reduce air consumption, cut down the consumption of energy, can also reduce running noises.This purpose can realize by the method for claim 1.
Basic purpose of the present invention is to guarantee this class vacuum sewage pipeline system safe operation.In vacuum sewage pipeline system, producing parital vacuum is major measure, but also must avoid the fault of vacuum sewage pipeline system discharge end.This purpose can reach effectively by the resultant effect of parital vacuum in the assurance system and system's discharge end the blowing pressure, above-mentionedly makes discharge end have air pressure can to provide by supply with working media such as compressed air with certain pressure in the time period of finishing a flush cycle substantially.In order to guarantee discharging, if necessary, can supply compressed air in any preset time after sewage valve is closed always.
In order to ensure effluent discharge, preferably supply compressed air always, after closing, sewage valve just stops soon supplying with.
But, consider compressed-air actuated consumption, in closing early than sewage valve a little, it is more favourable just to interrupt compressed-air actuated supply, in most of the cases, does like this that it is enough.
In a kind of vacuum sewage pipeline system,, in the effect of ejector produces the zone of partial vacuum, also comprise in the soil pipe downstream part; An inner flexible sleeve insert element, external surface in the face of the pipeline leg, and inlet that on the pipeline leg, is positioned at this zone, preferably between the leg of flexible sleeve insert element external surface and inlet duct part, infeed compressed air, so that infeed compressed air in a period of time before sewage valve is opened.This end that just makes vacuum sewage pipeline the zone of parital vacuum occur produces shrinks, thereby has strengthened the generation of parital vacuum, has reduced air consumption.
Infeed and be higher than atmospheric pressure, the compressed air of promptly about 0.0 to 2.0bar pressure is more favourable, is preferably about 0.0 to 0.7bar.Can select to be higher than atmospheric degree according to the wall thickness of flexible sleeve insert element and required shrinkage degree.
When contraction is the most effective, when promptly having formed parital vacuum, that is to say that before sewage valve was opened, it was more favourable to supply with compressed air when flush cycle.
The invention still further relates to the vacuum sewage pipeline system of a kind of enforcement as claimed in claim 7 method of the present invention.
Below with reference to accompanying drawings, utilize case description the present invention, wherein
Fig. 1 represents to be used for the general layout plan of the compressed air system of delivery unit;
Fig. 2 represents a kind of vacuum sewage pipeline system;
Fig. 3 represents the section of the safety valve of this system;
Fig. 4 represents the axial cross section of ejector;
Fig. 5 represents the lateral view of rubber bush componentry in the ejector shown in Figure 4;
Rubber in Fig. 6 presentation graphs 5 hands over ferrule element to be in the end-view of punctured position; And
Fig. 7 represents the sketch of the operation order of relevant this vacuum sewage pipeline system.
According to compressed air system shown in Figure 1, be applied to delivery unit, for example under the situation of a joint railway car, this system comprises a compressor, a compressed air cylinder, and one from this jar each running gear to railway car, the brake unit that for example connects wheel unit, the mechanism that opens and close the door, door actuating mechanism just, or the like distribute compressed-air actuated pipe-line system.Will can be arranged to reference to the vacuum sewage pipeline system that accompanying drawing 2-7 describes in more detail below link to each other with a compressed air system.The Reference numeral that uses below 11 expression working medias infeed mouth, and in this example, pipeline that compressed air system is connected to vacuum sewage pipeline system is used for to constituting the ejector supply compressed air of one with vacuum sewage pipeline system.The present invention does not need to be used for the additional investment of compressed air system, and its capacity is enough to satisfy the limited demand of a vacuum sewage pipeline system usually.If necessary, can increase air supply at an easy rate by the supplementary compressed air jar or by strengthening existing air vessel.
If for some reason, it is more more convenient as the working media of ejector than using air to use some other fluid (as certain gas, admixture of gas, perhaps liquid), and they also drop within the design of the present invention fully.
In Fig. 2, Reference numeral 1 expression refuse receiving element, chamber pot for example, the outlet 2 of unit is normally closed by sewage valve 3.This sewage valve can be a dish valve, and it can be exactly the sort of type of describing among the US4713847, also can be guiding valve, ball valve, pipe type valve or the like.The upstream extremity of vacuum sewage pipeline comprises the upstream portion 4 of soil pipe, and this upstream portion directly connects sewage valve 3.For emptying chamber pot 1, utilize air sprayer pistol 5, in soil pipe upstream portion 4, form parital vacuum, and ejector 5 constitutes one with described upstream portion.Soil pipe ejector 5 downstreams comprise downstream part 7.Soil pipe downstream part 7 does not form the vacuum soil pipe, because it is positioned at the compression face place of ejector 5.Soil pipe downstream part 7 can be guided the position of any necessity into, preferably guides into outside this vacuum system, is under the atmospheric pressure.In order to provide an example, downstream part 7 can be guided a collection container 6 into.This collection container 6 is outside vacuum system, and 6a is under the atmospheric pressure by air outlet slit.
For the chamber pot 1 of finding time, the user can control button 8 or a certain other suitable device, and signal is passed to control centre 9, and control centre controls all functions of this system.Above-mentioned start-up system is for example preferably pneumatic.This control centre 9 opens a remote control steam supply valve 10 that connects ejector 5, thereby makes the compressed air from the pipeline 11 that connects compressed air system spray into ejector 5.Compressed air carries out work as the working media of ejector, reaches the requisite parital vacuum of generation in soil pipe upstream portion 4 at ejector 5 in the very short time.After in upstream portion 4, having obtained required vacuum, promptly reach at about 10% to 50% o'clock in pressure drop, preferably reach at about 25% to 45% o'clock and (correspond respectively to 0.10 under the atmospheric pressure to 0.50bar, 0.25 to 0.45bar), open sewage valve 3 rapidly, the ambient atmosphere pressure in the chamber pot 1 makes the dirt in the chamber pot 1 pour soil pipe upstream portion 4 immediately.Then, this ejector 5 still is in running status, keeps the downstream parital vacuum of sewage water plug, makes sewage very rapidly pass through soil pipe upstream portion 4 from chamber pot 1.Simultaneously, ejector 5 is blown to soil pipe downstream part 7, to remove any liquid and the dirt that may be present in the there.The air pressure that is produced in soil pipe downstream part 7 by ejector 5 helps effluent stream to cross described downstream part.
When ejector 5 operations, when sewage valve 3 was opened, chamber pot 1 also was supplied an amount of flushing liquid, with cleaning chamber pot inner surface.Because this function is being known in the art, and itself also has no effect to the present invention, will not be described in detail this function here.
Certain prevents the device of the protection system of undesirable pressure fluctuation this system's preferred disposition.
At first, soil pipe upstream portion 4 can dispose the pressure sensor 17 that connects control centre 9.When upstream portion 4 internal pressures rose, pressure sensor 17 cut out steam supply valve 10 rapidly, thereby stoped air to send into ejector 5 again.When ejector downstream sewage transport occurs stopping temporarily or be slack-off, can produce this pressure oscillation.In this case, the running of ejector will make the soil pipe internal pressure increase sharply, when the flushing soil pipe, this pressure increase can be from the ejector propagate upstream to any chamber pot that connects soil pipe, and the result produces the undesirable pressure fluctuation that poor direction really (refluxes or backwash) in chamber pot.This difficult problem can be by closing ejector and reducing pressure and avoid simultaneously.
Another kind of alternative device under the corresponding situation can be a safety valve.Fig. 3 has represented a kind of simple and safe valve of flexible pipe 12 forms.This flexible pipe 12 is surrounded by protection tube 13, curves about 90 °, so that form fold 14 or bending on flexible pipe.Because the weight of flexible pipe part, flexible pipe keep crooked, bend towards the right side of fold 14.Soil pipe upstream portion 4 inside are led to by aperture 15 in flexible pipe 12 inside.Especially during the pressure in the pressure outside the flexible pipe is higher than upstream portion 4, fold 14 whole closed hoses 12, because external pressure has been sealed fold, the effect of fold resembles a flap valve.Appear in the upstream portion 4 if be higher than atmospheric part, flexible pipe 12 is subjected to the influence of this pressure, and adopts the position 12a shown in the dash line among the figure that is straightened to a certain extent.At position 12a, hole 14a opens, and therefore forms the flow channel of a perforation in the position that flexible pipe is normally closed by fold 14.Be higher than atmospheric part through aperture 14a pressure release.Protection tube 13 has a prolongation 13a, and this part connects soil pipe downstream part 7 in a suitable manner, as shown in Figure 2, perhaps directly links collection container 6 or other necessary position in the mode that allows gravity drainage.
Certainly, the combination of said apparatus can also be used to increase operational reliability.
As reference Fig. 7 is described in detail, is preferably in sewage valve 3 and closes ejector 5 soon soon or after the semi-closure before closing.At this moment, sewage reaches and by ejector 5.Because sewage relies on environment atmospheric pressure to drive forwards, it is important therefore keeping sewage valve 3 to open the sufficiently long time, so that the flow through outlet 2 of chamber pot 1 of enough air is arranged, enters soil pipe upstream portion 4.In case chamber pot 1 is evacuated, when sewage valve 3 was closed once more, control centre 9 preferably made sewage valve keep closing a scheduled time, to guarantee that before next flush cycle begins all 7 discharges from the soil pipe downstream part of all sewage for example enter collection container 6.
Fig. 4 represents the preferred embodiment of an ejector 5 of the present invention.Soil pipe upstream portion 4 forms 135 ° of angles with respect to soil pipe downstream part 7.In illustrated embodiment, upstream portion 4 is level substantially, and downstream part 7 streamwises are downward-sloping.It also is feasible making the upstream portion 4 of soil pipe and downstream part 7 substantially parallel, but will be on different height and/or the different vertical plane, therefore in order to connect ejector, just in upstream portion 4 bendings of the soil pipe of ejector 5 upstreams into about 45 °.Obviously, embodiment shown in Figure 4 has been proved the advantage with reliable operation.
But according to following principle, ejector can also design in a different manner.If suction pipe connects sewer pipe at a certain angle, it is suitable that the soil pipe upstream portion of connection ejector and the soil pipe downstream part in ejector downstream become hexagonal angle at least, is preferably at least 135 ° (as preceding).In angle hour, the danger of upsetting soil pipe upstream drainage flow is bigger.If soil pipe passes through ejector substantially point-blank, the working media of ejector or infeed by the nozzle of annular configuration on soil pipe, perhaps infeed by a nozzle that extends in the soil pipe from soil pipe outer tube wall, it is important that nozzle member is provided with this surface that turns to, and in fact this eliminated the danger that dirt is blocked nozzle and other annex.
The working media of ejector 5 is a compressed air, and compressed air is introduced into pipeline 11 with the dynamic pressure that about 3-10bar is preferably about 4-6bar.Only be several millimeters by a diameter of managing on 11 ends, for example will compress the empty ejector 5 of introducing less than 5 millimeters aperture, compressed air is vertically flowing along soil pipe downstream part 7 substantially.Be close to pipe 11 downstreams, the function of ejector produces the parital vacuum that comprises certain section, and this section comprises long tens centimetres pipe portion 16.Big have a flexible rubber ferrule element 18 about this section centre longitudinally, and the leg of its external surface and tube portion 16 is opposed.
In this has the section of ferrule element 18, be furnished with inlet 19 on the tube portion 16, this inlet links to each other with the compressed-air actuated pipeline section 11a of supply.This pipeline section 11a turns to from managing 11, and compressed air system is connected to vacuum sewage system, the upstream of air inlet valve 10.
In order to form ferrule element 18, promptly can utilize the compressed air that obtains from pipeline section 11a upper inlet 19 between flexible sleeve insert element 18 external surfaces and tube portion 16 legs, to form a pressure chamber by shrink space 26 (shown in dash line among Fig. 4).A pressure regulator 24 and a three-way cut-off valve 23 preferably are housed on this pipeline section 11a.Stop valve 23 on the pipeline section 16 is equipped with ventilation equipment, and when this valve was in the closed position, ventilation equipment made pipeline 16 communicate with atmosphere.Compressed air infeeds flexible sleeve insert element 18 outsides, supplies with described space 26, so that more effectively make the flexible sleeve insert component shrinkage, that is to say, and does not just rely on the pressure below atmospheric pressure of flexible sleeve insert element inboard or vacuum that flexible member is shunk.Stop valve 23 connects control centre 9, thereby when the flexible member contraction is the most favourable, promptly when beginning to produce parital vacuum, exerts pressure when flushing, opens up to sewage valve 3.Pressure regulator 24 is connected in parallel with stop valve 23, is used to regulate flexible sleeve insert element 18 pressure on every side.This pressure is adjusted to and is higher than atmospheric pressure, and about 0-2bar is comparatively favourable, is preferably about 0-0.7bar, and this depends on the general physical dimension and the layout of vacuum sewage system.
As mentioned above, compressed air, infeeds around the flexible sleeve insert element 18 by the inlet on the leg of pipeline section 16 19 from pipeline section 11a, is introduced into when pipeline 11 is opened at air inlet valve 10.Keep flexible sleeve insert element 18 pressure on every side, be opened up to sewage valve 3, thereby stop valve 23 is closed, make pipeline 16 inner ventilations (compressed air among Fig. 7 around the flexible sleeve insert element 18 is represented by colonnade 23a).Be preferably in sewage valve 3 be closed before soon or keep soon after closing from managing 11 pressure that flow through air inlet valve 10.
Usually regulate flexible sleeve insert element 18 pressure on every side in time-controlled mode, but also can utilize a kind of safety device, the vacuum protectors 25 that for example are arranged in soil pipe upstream portion 4 and above-mentioned pressure sensor 17 sides are controlled by control centre 9.This vacuum protector 25 detect will cut pressure down and the vacuum of pipeline section 16 will be passed into atmosphere the time.
Shown in Figure 4 and 5, since curved or two curved on the flexible sleeve insert element 18 at its tract, so freedom of motion is bigger.Vacuum that ejector 5 produces and the pressure synergy that the compressed air that influences flexible member 18 by inlet 19 produces shrink ferrule element 18 by forming fold, as shown in Figure 6, therefore produce the pressure that ejector delivery pipe cross-sectional area is reduced.The contraction of ferrule element has good influence to the efficient of ejector 5, helps to reduce the air consumption of ejector.When sewage passed through ferrule element 18, the ferrule element of fold expanded, so that bigger solid portion also can pass through flexible member unimpededly.The pressure that ferrule element 18 is shunk has improved the degree that control is shunk, and the vacuum of strengthening ejector produces, thereby has reduced air consumption.The control action of flexible sleeve insert element 18 has reduced vibration, has reduced noise.
Obviously, as shown in Figure 5, the arrival end of ferrule element 18 has a reinforcement, and this reinforcement has 21, four axial components 22 that circumferentially equidistantly separate of a column part and almost extends to the vertical mid portion of ferrule element that is in two curved positions from column part.This reinforcement is an ingredient of ferrule element 18, and the thickness that increases ferrule element by the part forms.The axial component 22 guide sleeve elements 18 of reinforcement shrink, so that obtain qualified fold and free aperture 20, shown in Fig. 6 is the ferrule element of seeing from the lower end 18.In the embodiment of Fig. 4, the diameter of the about ratio sewage pipe of the diameter of soil pipe downstream part 7 upstream portion 4 is big by 40%.This has just reduced logistics and has stopped up or flowed into the too slow danger of soil pipe.
This flexible sleeve insert element or flexible pipe have improved the effect of ejector basically, can also reduce used air supply, can reduce the gas consumption up to 2/3 under many circumstances.This flexible sleeve insert element 18 preferably is close to the downstream of the part that the suction pipe with ejector links to each other with the discharge pipe of ejector and installs.In order to make the flexible sleeve insert element obtain best effect, flexible sleeve insert element upstream portion comprises described axial reinforcement part, and this reinforcement provides guiding function to the contractile motion of flexible sleeve insert element, especially at its initial period.
In order to provide an example, suitably design a flexible rubber ferrule element 18, its wall thickness is about 1mm, reinforcement part 21, the about 2mm of 22 wall thickness, be about 110mm, be installed in the soil pipe in a hole with diameter 54mm, the contraction of this flexible member can make the diameter of the free aperture 20 at center only be about 10mm.The ferrule element 18 that wall thickness only is about 1mm is easy to form, but on the other hand, and the sharp objects that pours with sewage but is easy to make the flexible member wearing and tearing and cracks.Therefore, the thickness that increases flexible sleeve insert element 18 is favourable, and its thickness can be preferably the scope of 0.5mm to 12mm up to 12mm.For ferrule element is shunk, must strengthen the pressure that is applied on the ferrule element 18.As mentioned above, this has accomplished effectively.Increase the ferrule element wall thickness, another advantage that flexible member is had is stable, promptly reduces vibration, greatly reduces the noise of vacuum sewage pipeline system.
The chamber pot flush cycle operation flow sheet of system in Fig. 7 presentation graphs 2.In order to describe the general time range of flush cycle, provided the example of some time values below.
Short time control button 8, shown in colonnade 8a among the figure, the time was less than one second startup flush cycle.Therefore drive and activate ejector 5, make its operation 5 to 6 seconds, respectively shown in colonnade 5b and 5c.Shown in colonnade 23a, this moment by manage 11 and inlet 19 compressed air is infeeded around the flexible sleeve insert element 18 so that make ferrule element 18 reach the contraction of being controlled, thereby make the vacuum of ejector 5 take place more effective and more stable.Be driven about 2.5 seconds of back at ejector, sewage valve 3 is opened, and keeps sewage valve to open about 3 seconds, shown in the 3a part.Open when sewage valve 3, stop to supply with compressed air (23a) around ferrule element 18, the space that forms during the contraction communicates with atmosphere by three-way cut-off valve 23.Shown in curve 4a, before sewage valve 3 was opened, the effect of ejector made the pressure in the soil pipe upstream portion 4 reduce about 40kPa.When sewage valve 3 was opened, the pressure in the upstream portion 4 began to rise, and in the time that sewage valve 3 stays open, pressure reaches initial value.Even ejector moves (colonnade 5c) and cuts out (soon afterwards) to sewage valve always, after sewage valve 3 was closed, because the pressure that ejector 5 produces, in about 0.5 second time, pressure may descend slightly.The running time of ejector 5 (colonnade 5c), length was favourable, was beneficial to all refuses of assurance and suitably discharged in soil pipe.Another scheme is, can keep 5 short time of ejector (colonnade 5b) operation, and (very fast, for example about 0.5 second) closes ejector soon before sewage valve 3 is closed.Afterwards, can be with this system closing T one preset time, for example about 5 seconds, wash to avoid causing very close the repeating that operation is chaotic in the system.
If in order to be beneficial to blowdown, ejector 5 to be moved after sewage valve 3 is closed grow (colonnade 5a) a period of time.Certainly this can influence air and energy consumption, and contrast below will be described in detail.
The air capacity of supplying with ejector can be 500 to 1500 liters/minute scope, and wherein air volume calculates (0 ℃, standard atmospheric pressure) by standard temperature and pressure (STP).Reduce to supply with the air capacity of ejector as far as possible yes favourable, because air consumption is few more, energy consumption is also few more, therefore can guarantee the safe operation of system.
The energy consumption of emptying circulation also is subjected to the influence of the spatial volume under the parital vacuum.This volume is more little, and then energy consumption is also few more.But the length that is in the soil pipe under the parital vacuum can not be too short because this vacuum volume too the young pathbreaker be not enough to emptying chamber pot effectively.
In illustrated embodiment, for an example is provided, under the situation of using collection container 6, the distance L between sewage valve 3 and the ejector 5 can preferably be about 2m for for example about 1 to 10m.The rice number of soil pipe downstream part 7 can be an even number, so that ejector 5 is between those ends of the soil pipe of the upstream and downstream part 4 of the formation soil pipe that extend out to collection container 6 from sewage valve 3 and 7, and not at other ends.
But, ejector is placed more near the soil pipe outlet side, or for example as close as possible collection container also is favourable, because this will guarantee that refuse suitably and effectively discharges.In addition, short as far as possible by soil pipe downstream part 7 is designed to, can make air consumption minimum.Even ejector can be arranged in the collection container, and in fact the length of described downstream part can approach 0m.On the other hand, for ease of the maintenance and/or the maintenance of ejector, preferably make ejector more remain to be discharged into the refuse receiving element of vacuum soil pipe near chamber pot or other any receptions.
As an example, only provided related data above, these related datas depend on the size and the layout of vacuum sewage system.
One of them for example, directly depends on the length of each sewage pipeline section above with reference to the time value of Fig. 7 discussion.For this situation is described, the following examples are given.For example the length of soil pipe upstream portion 4 is 2m, and the length of soil pipe downstream part 7 is near 0m (being that ejector 5 is positioned at the sewage pipe end or ejector 5 is positioned at collection container 6), and can be 4 seconds the running time of ejector, and the open hour 3a of sewage valve is 2 seconds.So because not longer sewage transport distance, ejector 5 can cut out when sewage valve 3 is closed.
Upstream portion 4 is long more, and the space volume that will be under the vacuum is big more, this means that ejector is long more running time.If in the All Time scope, guarantee effective emptying, also be like this to the downstream part.This also influences the running time of sewage valve certainly.The profile of vacuum soil pipe, i.e. angle, elbow, straight length or the like also influence running time.
According to comprising a more than chamber pot or other refuse receiving elements in vacuum sewage system of the present invention.Therefore, although chamber pot quantity can not be too many, perhaps compressed-air actuated consumption can not be excessive, and the soil pipe upstream portion can branch, and the branch of a plurality of each chamber pots of connection can be arranged.Generally two chamber pots are linked to each other with an ejector by a upstream portion with two branches.Control centre can prevent that preferably two chamber pots are by the while emptying.And the present invention can be used for dissimilar conveying arrangements, comprises the sea-freight device, as mentioned above, can also be used for fixing device.
The present invention is not restricted to the described embodiments, and within the scope of the appended claims, multiple feasible improvement can also be arranged.
Claims (13)
1, a kind of method of handling vacuum sewage system, this system comprises a dirt receiving element (1) that often is drained by outlet (2), one is used for control from the sewage valve (3) of dirt receiving element by the dirt stream of described outlet (2) discharge, soil pipe with the upstream portion (4) that links to each other with sewage valve (3) and the downstream part (7) that the soil pipe discharge end is provided, reach one and have the ejector (5) that working media infeeds mouthful (11), this ejector and above-mentioned soil pipe are integrated, so that soil pipe upstream portion (4) provides the suction pipe of one section ejector, soil pipe downstream part (7) provides the delivery pipe of one section ejector, in the method
By working media inlet (11) working media is infeeded ejector (5), in soil pipe upstream portion (4), produces parital vacuum,
Sewage valve (3) is opened, and ambient atmosphere pushes sewage in the refuse receiving element (1), and by soil pipe upstream portion (4),
The air pressure that utilizes ejector (5) to produce in soil pipe downstream part (7) is further carried by soil pipe downstream part (7), in the method sewage
In case receiving element (1) is drained, sewage valve (3) is just closed,
It is characterized in that
In a time period (5a-5c) that comprises time (3a) substantially working media is infeeded ejector (5), sewage valve (3) is opened, and keeps the air pressure in the soil pipe downstream part (7) in the described time period.
2, method according to claim 1 is characterized in that working media supply ejector (5), closes before (5b) soon up to sewage valve (3).
According to the method for claim 1, it is characterized in that 3, working media is supplied with ejector (5), after sewage valve (3) is closed (5c) soon.
4, method according to claim 1 wherein, is located in the soil pipe downstream part (7) of vacuum sewage pipeline system, in the effect of ejector (5) produces a zone of parital vacuum, also further comprises; An inner flexible sleeve insert element (18), external surface in the face of tube portion (16) leg, and inlet (19) that in pipeline (16) leg, is positioned at described zone, it is characterized in that, by inlet (19), between the leg of flexible sleeve insert element (18) external surface and inlet tube part (16), infeed compressed air, and infeed compressed air in a period of time (23a) before sewage valve (3) is opened.
5, method according to claim 4 is characterized in that, infeeds compressed-air actuated pressure and is higher than atmospheric pressure, is about 0.0 to 2.0bar scope, preferably is about 0.0 to 0.7bar.
6, method according to claim 5, it is characterized in that, supply compressed air in the time period (23a), this time period originated at the beginning of the time period (5a-5c) of supply working media, end in sewage valve (3) opens, and, the compressed and supplied air is communicated with atmosphere at the end of service life section (23a).
7, a kind of vacuum sewage pipeline system, comprise a dirt receiving element (1) that will pass through outlet (2) emptying often, a control is from the sewage valve (3) of dirt receiving element by the dirt of described outlet (2) outflow, soil pipe with the upstream portion (4) that links to each other with sewage valve (3) and the downstream part (7) that is provided with the soil pipe discharge end, an ejector (5), this ejector has a working media inlet (11), and constitute one with soil pipe, therefore soil pipe upstream portion (4) provides the suction pipe of ejector, soil pipe downstream part (7) provides the delivery pipe of ejector (5), it is characterized in that, in soil pipe downstream part (7), under the effect of ejector, produce in the section of parital vacuum, also comprise an inner flexible sleeve insert element (128), external surface in the face of pipeline section (16) leg, compressed air inlet (19) is arranged in the wall of the pipeline section (16) in the described section, and this inlet is used for infeeding compressed air between the leg of the external surface of flexible sleeve insert element (18) and pipeline section (16).
8, system according to claim 7 is characterized in that, the wall thickness of flexible sleeve insert element (18) is about 0.5 to 12mm.
9, system according to claim 7, it is characterized in that, air inlet valve (10) is arranged in working media and infeeds between valve (11) and the ejector (5), inlet (19) on pipeline (16) wall connects pipeline section (11a), pipeline section (11a) connects working media and infeeds mouthful (11), and wherein pipeline section (11a) is from working media inlet (11) diverted air admission valve (10) upstream.
10, system according to claim 9 is characterized in that, pipeline section (11a) disposes a pressure regulator (24) and a three-way cut-off valve (23).
11, system according to claim 10 is characterized in that, described stop valve (23) connects the control centre (9) of this vacuum sewage pipeline system, and this control centre also links to each other with above-mentioned air inlet valve (23).
12, system according to claim 11 is characterized in that, soil pipe upstream portion (4) is furnished with the safety device (25) that connects control centre (9) and stop valve (23), and this safety device is a vacuum protector (25).
13, system according to claim 7 is characterized in that, this system comprises a sewage collecting container (6) that links to each other with soil pipe downstream part (7).
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FI19992558 | 1999-11-30 | ||
| FI992558A FI106220B (en) | 1999-11-30 | 1999-11-30 | Vacuum drainage system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1303976A true CN1303976A (en) | 2001-07-18 |
| CN1196838C CN1196838C (en) | 2005-04-13 |
Family
ID=8555663
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB991229428A Expired - Fee Related CN1196838C (en) | 1999-11-30 | 1999-12-23 | Vacuum sewage pipeline system |
Country Status (6)
| Country | Link |
|---|---|
| KR (1) | KR100763727B1 (en) |
| CN (1) | CN1196838C (en) |
| AU (1) | AU777155B2 (en) |
| FI (1) | FI106220B (en) |
| HK (1) | HK1038602B (en) |
| TW (1) | TW415984B (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101611201B (en) * | 2006-12-21 | 2011-07-06 | 埃瓦克国际有限公司 | Vacuum sewage system |
| CN105888011A (en) * | 2016-04-11 | 2016-08-24 | 王圳 | Jet-flow vacuum sewerage system |
| CN108749842A (en) * | 2018-07-09 | 2018-11-06 | 无锡万里实业集团有限公司 | The online vacuum feces collecting system of train |
| CN108779633A (en) * | 2016-02-16 | 2018-11-09 | 埃瓦克有限公司 | Toilet device |
| CN110360381A (en) * | 2019-06-26 | 2019-10-22 | 山东科技大学 | Emergency drainage exempts from termination of pumping pipeline continued access equipment and its application method |
| WO2020007137A1 (en) * | 2018-07-02 | 2020-01-09 | 王圳 | Air bottle energy storage-type vacuum toilet case and toilet having same |
| CN111119304A (en) * | 2020-02-11 | 2020-05-08 | 诸暨向博智能家居科技有限公司 | Urinal dredging device based on electric switch |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101185621B1 (en) | 2010-07-13 | 2012-09-25 | 유양기술 주식회사 | Dredging device for sludge using ejector and air tank |
| KR200484580Y1 (en) | 2016-03-18 | 2017-09-27 | 제트코리아 주식회사 | The filtering and crushing device of a vacuum toilet system |
| CN108915065A (en) * | 2018-08-28 | 2018-11-30 | 武汉圣禹排水系统有限公司 | One into the three pipeline shunt system gone out and shunt method |
| KR200489496Y1 (en) | 2018-12-13 | 2019-06-26 | 제트코리아 주식회사 | Vacuum toilet system |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4865631A (en) * | 1988-02-26 | 1989-09-12 | Oy Wartsila Ab | Vacuum sewage system |
| DK0436357T5 (en) * | 1990-01-02 | 1995-11-06 | Metra Oy Ab | Vacuum Outlet Event |
| DE4136931A1 (en) * | 1991-04-23 | 1992-10-29 | Rauno Haatanen | DRAIN SYSTEM FOR THE DRAIN UNIT OF A UNIT PRODUCING UNIT |
| SE506007C2 (en) * | 1993-12-20 | 1997-11-03 | Evac Ab | Vacuum drainage system with ejector |
| US5873135A (en) * | 1994-12-16 | 1999-02-23 | Evac Ab | Air pressure driven vacuum sewer system |
| JPH11100883A (en) * | 1997-09-26 | 1999-04-13 | Inax Corp | Vacuum drainage facilities |
| JP3424096B2 (en) * | 2000-09-18 | 2003-07-07 | 株式会社五光製作所 | Toilet equipment |
-
1999
- 1999-11-30 FI FI992558A patent/FI106220B/en active
- 1999-11-30 TW TW088120902A patent/TW415984B/en not_active IP Right Cessation
- 1999-12-23 CN CNB991229428A patent/CN1196838C/en not_active Expired - Fee Related
-
2000
- 2000-11-08 AU AU71473/00A patent/AU777155B2/en not_active Ceased
- 2000-11-29 KR KR1020000071548A patent/KR100763727B1/en not_active IP Right Cessation
-
2002
- 2002-01-07 HK HK02100106.9A patent/HK1038602B/en not_active IP Right Cessation
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101611201B (en) * | 2006-12-21 | 2011-07-06 | 埃瓦克国际有限公司 | Vacuum sewage system |
| CN108779633A (en) * | 2016-02-16 | 2018-11-09 | 埃瓦克有限公司 | Toilet device |
| US10767360B2 (en) | 2016-02-16 | 2020-09-08 | Evac Oy | Toilet arrangement |
| CN105888011A (en) * | 2016-04-11 | 2016-08-24 | 王圳 | Jet-flow vacuum sewerage system |
| WO2020007137A1 (en) * | 2018-07-02 | 2020-01-09 | 王圳 | Air bottle energy storage-type vacuum toilet case and toilet having same |
| CN108749842A (en) * | 2018-07-09 | 2018-11-06 | 无锡万里实业集团有限公司 | The online vacuum feces collecting system of train |
| CN110360381A (en) * | 2019-06-26 | 2019-10-22 | 山东科技大学 | Emergency drainage exempts from termination of pumping pipeline continued access equipment and its application method |
| CN110360381B (en) * | 2019-06-26 | 2020-06-05 | 山东科技大学 | Emergency drainage pump-stopping-free pipeline splicing equipment and use method thereof |
| CN111119304A (en) * | 2020-02-11 | 2020-05-08 | 诸暨向博智能家居科技有限公司 | Urinal dredging device based on electric switch |
Also Published As
| Publication number | Publication date |
|---|---|
| HK1038602B (en) | 2005-11-25 |
| AU777155B2 (en) | 2004-10-07 |
| AU7147300A (en) | 2001-05-31 |
| FI106220B (en) | 2000-12-15 |
| KR20010061991A (en) | 2001-07-07 |
| HK1038602A1 (en) | 2002-03-22 |
| CN1196838C (en) | 2005-04-13 |
| KR100763727B1 (en) | 2007-10-04 |
| TW415984B (en) | 2000-12-21 |
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