CN207362927U - Bellows surge pipe pressure stablize compensation device - Google Patents
Bellows surge pipe pressure stablize compensation device Download PDFInfo
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- CN207362927U CN207362927U CN201720510313.0U CN201720510313U CN207362927U CN 207362927 U CN207362927 U CN 207362927U CN 201720510313 U CN201720510313 U CN 201720510313U CN 207362927 U CN207362927 U CN 207362927U
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- capsule
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- pressure
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Abstract
It is a kind of in overcurrent pipeline is closed with telescopic software capsule adjust pipeline flow section size with keep capsule front-end pipelines hydraulic pressure from capsule rear end pipe say water influence of fluctuations bellows surge pipe pressure stablize compensation device.Software capsule 2 is placed in overcurrent pipeline 1, the external topping-up pump 3 of capsule and tapping valve 4, overcurrent pipeline water inlet end set water feeding pressure detectable signal 5.During operation, PLC controller 6 compares the keying of pipe network protection hydraulic pressure value programme-control topping-up pump 3 and tapping valve 4 according to water feeding pressure detectable signal 5, and fluid injection or discharge opeing sequentially into software capsule 2, promote capsule to expand or shrink, 1 flow section area of adjustment overcurrent pipeline.So that 2 liang of side hydraulic pressures of software capsule in closed conduct come under the over-current state of water condition to show identical or different state in difference.Accomplish the stabilization of the capsule water inlet end hydraulic pressure in overcurrent pipeline is closed influences from its water outlet water water pressure fluctuations.
Description
Technical field
It the utility model is related to a kind of steady with telescopic software capsule change pipeline flow section maintenance water inlet end hydraulic pressure
Fixed pipe pressure stablizes compensation device.Abbreviation bellows surge pipe pressure stablize compensation device.
Background technology
At present, in the second pressure water supply of city, once carrying out grid not only needs to meet second pressure water supply user's water
The requirement of amount, while carry and meet requirement of the user to water consumption and with water hydraulic pressure along a pipe network.For using pipe network
The secondary water-supply of pressurization is laminated, when a pipe network instantaneously carrys out water less than the instantaneous water supply of pressurization is laminated, to keep once supplying
Grid hydraulic pressure does not decline and user is to the requirement with water hydraulic pressure along influencing, and currently current way is exactly when a pipe network water
Pressure stops supplying water to the secondary water-supply user for laminating pressurization when dropping to certain hydraulic pressure value, to meet a pipe network water supply user not
Influenced, how to be accomplished in water distribution system flushing by laminating pressurization and supplying water, a pipe network water supply pressure supplies from secondary pressurized
Water open influence and maintain certain pressure scope, bellows of the present utility model surge pipe pressure stablize compensation device can expire
This engineering requirement of foot.
The content of the invention
To overcome in pipe network pressure-superposed pressurization is supplied water, shadow of the secondary unlatching for laminating pressurization water supply to a pipe network water pressure
Ring, the utility model provides a kind of bellows pipe pressure of surging and stablizes compensation device.Pipe pressure, which stablizes compensation device, can keep pipeline control
The influence of water and water pressure fluctuations after the uncontrolled section of hydraulic pressure before section processed and maintain the range hydraulic pressure of system requirements, do
To pipeline laminate pressurization supply water in subsequently laminate pressurization supply water unlatching do not influence control section before pipe network water pressure.
Technical solution is used by the utility model solves its technical problem:It is scalable soft that one is set in overcurrent pipeline 1
Body capsule 2 comes control pipeline flow section, the external topping-up pump 3 of software capsule 2 and tapping valve 4, in the pipe of control section water inlet end
Section is equipped with the pressure signal probe 5 of imitated output quantity, and peripheral hardware PLC controller 6 compares water inlet according to the pressure signal 5 of water inlet end
The switch of end pipe net protection hydraulic pressure value programme-control topping-up pump 3 and tapping valve 4.Order is driven to 2 fluid injection of software capsule or discharge opeing
Software capsule 2 is upheld or is shunk, and changes pipeline flow section size, so as to maintain water inlet end hydraulic pressure from water outlet water hydraulic pressure
Influence, by water inlet end hydraulic pressure control in 6 default scope of PLC controller.
The beneficial effects of the utility model are, in the overcurrent pipeline for stablizing compensation device is pressed equipped with bellows pipe, water inlet end
Pipeline hydraulic pressure can independently maintain the scope of system requirements from the influence of water outlet water water pressure fluctuations.
Brief description of the drawings
The utility model is further illustrated with reference to the accompanying drawings and examples.
Fig. 1 is that pipe pressure stablizes compensation device state diagram when pipeline is not intake.
Fig. 2 is that pipe pressure stablizes compensation device state diagram when pipe water water is inadequate.
Pipe pressure stablizes compensation device state diagram when Fig. 3 is pipe water abundance.
1. overcurrent pipeline in figure, 2. software capsules, 3. topping-up pumps, 4. tapping valves, 5. water feeding pressure detectable signals, 6.PLC
Controller, QIntoWater inlet end instantaneous delivery, QGo outWater outlet instantaneous delivery.
Embodiment
In Fig. 1, overcurrent pipeline not yet water, tapping valve 4 are closed, to keep water feeding pressure, in 6 foundation of PLC controller
Water feeding pressure detectable signal 5, which controls topping-up pump 3 to open to 2 filling liquid of software capsule, makes its fully expanded, seals whole pipeline overcurrent
Closed after section.Overcurrent pipeline stops completely, at this time pipeline disengaging water (QInto、QGo out) it is zero, but pipe water end hydraulic pressure etc.
In the corresponding pipeline overbottom pressure when topping-up pump 3 is closed, and water outlet hydraulic pressure is zero.
When pipe water, water inlet end hydraulic pressure increases due to there is pressure water, is protected when its hydraulic pressure increases to more than pipe network
During hydraulic pressure, PLC controller 6 controls tapping valve 4 to open according to water feeding pressure detectable signal 5, and liquid is discharged in software capsule 2
And shrink, untouched stifled pipe control section is opened, the increase of pipeline outflow, and water inlet end hydraulic pressure is due to pipeline outflow
Increase and decline, when water inlet end hydraulic pressure is equal to pipe network protection hydraulic pressure value, PLC controller 6 is controlled according to water feeding pressure detectable signal 5
Tapping valve 4 processed is closed, and software capsule 2 no longer reduces, and pipeline outflow is not further added by this time, pipeline disengaging water (QInto、QGo out) one
Cause, hydraulic pressure is equal to pipe network protection hydraulic pressure before and after software capsule 2.System is run to Fig. 2 states from Fig. 1.
When water is sufficient, instant water coming-in amount is more than instantaneous water yield, and water inlet end hydraulic pressure is increased again to be protected more than pipe network
Hydraulic pressure value is protected, PLC controller 6 controls tapping valve 4 to open again according to water feeding pressure detectable signal 5, liquid quilt in software capsule 2
Release completely and be contracted to minimum, water hydraulic pressure water is sufficient at this time, and hydraulic pressure is all higher than pipe network protection hydraulic pressure before and after software capsule 2
Value.System is run to Fig. 3 states from Fig. 2.
In turn, decreased influent flow, pipeline instantaneously carry out the water requirement that water is unsatisfactory for after control section, and water inlet end will be because coming
Water deficiency cause water inlet end hydraulic pressure decline, when under its hydraulic pressure will arrive be less than pipe network protect hydraulic pressure value when, PLC controller 6 according into
Close, topping-up pump 3 is opened by tapping valve 4 for the control of water hydraulic pressure detectable signal 5, makes its expansion to 2 filling liquid of software capsule, reduces pipeline mistake
Flow section area, reduces pipeline outflow, in this way, water inlet end hydraulic pressure will only steady increase, is protected when its hydraulic pressure rises to equal to pipe network
When protecting hydraulic pressure value, PLC controller 6 controls topping-up pump 3 to close according to water feeding pressure detectable signal 5, the mistake controlled by software capsule 2
Flow section is constant, and water yield is equal to corresponding inflow (Q when water inlet end hydraulic pressure protects hydraulic pressure value for pipe network at this timeInto=QGo out), it is
System is run to Fig. 2 states from Fig. 3.
When inflow is further reduced, and water inlet end hydraulic pressure will again decline and protect hydraulic pressure value less than pipe network, PLC controls
Device 6 controls that tapping valve 4 is closed, topping-up pump 3 is opened according to water feeding pressure detectable signal 5 again, makes its expansion to 2 filling liquid of software capsule
, pipeline flow section area is reduced until topping-up pump 3 is again switched off after water inlet end hydraulic pressure returns to pipe network protection hydraulic pressure value.But
When pipe water is zero, when water inlet end hydraulic pressure recovers to protect hydraulic pressure value less than pipe network, topping-up pump 3 is always on opening to by soft rubber
Capsule 2 is fully expanded to seal after whole pipeline flow section makes pipeline cutout and just closes.Pipeline disengaging water (Q at this timeInto、QGo out) be
Zero, water inlet end hydraulic pressure is equal to the corresponding pipeline overbottom pressure when topping-up pump 3 is closed, and water outlet hydraulic pressure is zero.System is run from Fig. 2
To Fig. 1 states.
It was found from the system running state process of above-mentioned Fig. 1 to Fig. 3, since PLC controller 6 is according to water feeding pressure signal 5
Programme-control topping-up pump 3 and 4 corresponding actions of tapping valve promote 2 in due course shrinkage expansion of software capsule, so in software capsule both sides
Hydraulic pressure can show inconsistent, accomplish that the fluctuation of hydraulic pressure after capsule does not interfere with the maintenance of hydraulic pressure before capsule.
Claims (3)
1. bellows are surged, pipe pressure stablizes compensation device, which is adjusted with telescopic software capsule in overcurrent pipeline is closed and managed
Road flow section size to keep capsule front-end pipelines hydraulic pressure to say water influence of fluctuations from capsule rear end pipe, it is characterized in that:Will
The switch of the external topping-up pump of software capsule and the tapping valve being located in overcurrent pipeline, topping-up pump and tapping valve is controlled by the PLC of peripheral hardware
Device processed compares default pipe network protection hydraulic pressure value programme-control according to capsule front-end pipelines hydraulic pressure detectable signal, becomes in pipeline water
In the case of change, capsule is expanded or is shunk toward fluid injection in capsule or tapping by pre-set control programs, change pipeline flow section
Size, maintains capsule front-end pipelines stable water pressure to accomplish to say ripples from capsule rear end pipe in number range set in advance
Dynamic influence.
2. bellows according to claim 1 are surged, pipe pressure stablizes compensation device, it is characterized in that:Close capsule in overcurrent pipeline
The capsule that is maintained by of front-end pipelines hydraulic pressure shrinks and expands what is realized to change the mode of pipeline flow section area.
3. bellows according to claim 1 are surged, pipe pressure stablizes compensation device, it is characterized in that:With the PLC controller of peripheral hardware
The switch of topping-up pump and bleeder valve is controlled by pre-set programs according to the capsule front-end pipelines hydraulic signal under the conditions of different waters,
Order realizes the expansion and contraction for being located at and closing the software capsule in overcurrent pipeline toward fluid injection in capsule or discharge opeing.
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CN201720510313.0U CN207362927U (en) | 2017-05-05 | 2017-05-05 | Bellows surge pipe pressure stablize compensation device |
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CN201720510313.0U CN207362927U (en) | 2017-05-05 | 2017-05-05 | Bellows surge pipe pressure stablize compensation device |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN108797705A (en) * | 2017-05-05 | 2018-11-13 | 武汉龙福科技发展有限公司 | Bellows surge pipe pressure stablize compensation device |
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2017
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108797705A (en) * | 2017-05-05 | 2018-11-13 | 武汉龙福科技发展有限公司 | Bellows surge pipe pressure stablize compensation device |
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