CN107119689A - Be in the milk automatic sewage discharging device - Google Patents
Be in the milk automatic sewage discharging device Download PDFInfo
- Publication number
- CN107119689A CN107119689A CN201710467956.6A CN201710467956A CN107119689A CN 107119689 A CN107119689 A CN 107119689A CN 201710467956 A CN201710467956 A CN 201710467956A CN 107119689 A CN107119689 A CN 107119689A
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- CN
- China
- Prior art keywords
- overfall
- bucket
- funnel
- discharging device
- gear
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/003—Injection of material
Abstract
Be in the milk automatic sewage discharging device.There is the fixed funnel of slurry commanding tank and side in grouting pipeline, there is the overfall density bucket of thick liquid discharge mouth on top.Set up YE, the driving of its built-in motor actively, driven gear, driven gear shaft stretches out at gear-box outer end to be fixed by welding or connector with overfall density barrel tank floor.And YE is controlled with programmable controller, to drive overfall bucket to rotate set angle θ, by remaining overfall, automatic-discharging in funnel, realizes automatic pollution discharge from slurry commanding tank is emitted on.The existing artificial blowdown manually dialled decontamination water tube hose from overfall bucket and inserted in funnel is avoided, comprehensive pollution of the overfall on each device, ground is result in, substantially improves construction environment.Manpower is saved, able-bodied labour is removed and pollutes by force.And design limiting rotational angle theta rotation time, ensure that actuator turns power-off does not burn out YE.Design limiting gearratio minimum, ensures that overfall liquid is discharged in accurate location.Functional reliability is strong.Circulation line for power station grouting system.
Description
(1) technical field
Present invention grouting automatic sewage discharging device, is related to equipment in the grouting system circulation loop in grouting works.Belong to physics
Mixing arrangement class (B01F).
(2) background technology
Blowdown mode in existing grouting works, the grouting system circulation loop seen in Fig. 1, existing grouting works is along slurries
Flow direction is typically provided:Slurry commanding tank 4, grouting pump 8, flowmeter 9, grout hole 10, pressure gauge 11, valve 12, overfall flowmeter
13rd, overfall density bucket 3.Overfall density bucket is by the thick liquid discharge mouth 3.1 of top overfall barrel top cover arm 3.2 by overfall in overfall density bucket
Come in slurry commanding tank 4 (see Fig. 3, Fig. 4).As:Grouting pump extracts the slurries prepared in slurry commanding tank through grout hole pulp-inlet pipe out
10a sends into grout hole 10, is in the milk, while setting grout hole return pipe 10b again, overfall is drawn, then by pressure gauge 11, valve
Door 12, overfall flowmeter 13, overfall density bucket 3, overfall come in slurry commanding tank, and serum recycle loop is formed with this, ensured
Slurries do not solidify in grouting, smoothly fill slurries required in grout hole.But slurries are up to standard in the grout hole,
There are remaining slurries in ordinary circumstance circulation loop in overfall density bucket, then need special one manually by overfall density bucket
Pai wu flexible pipes 3.3 dial de- (3.3 see Fig. 1), from overfall density bucket and directly place Pai wu flexible pipes in construction ground or still blowdown
In ditch.
Because existing control overfall row wu is completed, this mistake by the way that the flexible pipe for filling cement grout manually is changed into position
Journey makes slurries in flexible pipe be filled with funnel, slurry commanding tank, overfall density bucket top surface, surrounding and ground, and full face wu has contaminated overfall with slurry
Scene, and operator's self-pollution is big, labor intensity is big.
(3) content of the invention:
The grouting automatic sewage discharging device that the present invention is provided, its purpose is sought to solve in existing grouting works by artificial row
Dirty labor intensity is big, efficiency is low, it is comprehensive pollution, environmental protection difference the problems such as.
Technical scheme is as follows:
Be in the milk automatic sewage discharging device, including:Grout hole 10, overfall density bucket 3 and top in grouting pipeline have thick liquid discharge mouth
3.1 overfall bucket top arm 3.2, slurry commanding tank 4 and the funnel 5 of side upper end fixation, the blow-off pipe 6 connected with funnel lower section, it is special
Levying is:
1) set to drive 3 rotation set angle θ of the overfall density bucket YE 1 containing motor.2) motor
Sequentially be connected the inner pinion gear 2.1 of gear-box 2, driven gear 2.2;Driven gear shaft 2.3 stretches out gear-box outer face 2.4
Place is connected and fixed on overfall density bucket tank floor by welding or connector 3.5.3) programmable controller 7 is set:YE
Control signal wire 1.1 connects programmable controller execution circuit 7.1.4) the U-shaped overflow through hole 5A connected is set between slurry commanding tank and funnel.
The rotation time T of overfall density bucket correspondence rotation angle, θ is set in above-mentioned YE 1<10 seconds.
Gearratio is less than 6/9 between above-mentioned driving gear 2.1 and driven gear 2.2.
Beneficial effect of the present invention:
1) overfall density bucket is controlled to rotate set angle by YE, programmable controller, remaining overfall is automatic
Funnel is emitted on Ji in Pai wu passages, realizing automatic pollution discharge.Exclude existing artificial blowdown, overfall is on each device, ground it is complete
Face is polluted, and substantially improves construction environment.And manpower is saved, remove able-bodied labour and pollute work by force.2) company of setting between slurry commanding tank and funnel
Logical U-shaped overflow through hole 5A:When the overfall water level of slurry commanding tank exceeds overflow lead to the hole site, then overfall it is automatic from overflow through hole arrange to
Funnel is excluded by blow-off pipe.It can prevent high-order overfall from being overflowed from slurry commanding tank apical pore, full Mian wu dyes job site.3) because of design rotation
The time T of angle, θ<10 seconds, that is, YE power-off time is limited, ensure not burn out electricity in the power-off time for performing rotation
Device is controlled, reliable operation performance is strong.4) because design gearratio is zero or decreasing transmission ratio is less than 6/9, overfall barrel top cover arm is controlled
3.3 should not rotate too slow, ensure that satisfaction is not burnt out in YE power-off time, rotation angle, θ reaches setting value.Ensure back
Slurries are discharged in accurate location.
(4) illustrate
Fig. 1 grouting system circulation line circuit diagrams.
Fig. 2 grouting automatic sewage discharging device profile front views.(Z-Y faces)
The relative position schematic diagram of main member 3,4,5 in Fig. 3 Fig. 2 top views.
Fig. 4 grouting automatic sewage discharging device drive mechanism schematic diagrames.(illustrate for Z-Y faces section view corresponding with Fig. 2 on the MN lines left side
It is Z-R faces A-A sectional views in Fig. 3 on the right of figure, MN lines.)
Fig. 5 automatic sewage discharging device controller circuitry block diagrams.
(5) embodiment
The present embodiment grouting automatic sewage discharging device includes as follows:
See Fig. 1, Fig. 4,3 tops of overfall density bucket are the overfall barrel top cover arm 3.2 for having thick liquid discharge mouth 3.1.Slurry commanding tank 4 and side
Upper end is fixed with connection blow-off pipe 6 below funnel 5, funnel.
1) Fig. 3 is seen, the present embodiment YE 1 is also electric angle stroke actuator, and setting YE 1 is controlled
Overfall density 3 corresponding rotation angle, θs of bucket time T<10 seconds.
2) Fig. 4 is seen, motor 1.2 is sequentially connected driving gear 2.1, driven gear 2.2 in gear-box 2.It is driven
Gear shaft 2.3 is stretched out at transmission case outer end 2.4, and overfall density bucket tank floor is fixed on by welding or connector 3.5.Actively
Gearratio is zero between gear 2.1 and driven gear 2.2 or decreasing transmission ratio is less than 6/9.
3) Fig. 5, Fig. 4 are seen, if programmable controller 7:YE control signal wire 1.1 connects programmable controller execution circuit
7.1。
4) see Fig. 4, Fig. 3, the U-shaped overflow through hole 5A connected is opened up between slurry commanding tank 4 and the radial direction of funnel 5.
The course of work:
1) Fig. 5, Fig. 1 are seen, when being in the milk up to standard in grout hole 10, programmable controller 7 issues instructions to execution circuit 7.1
YE 1 is started by control signal wire 1.1 again.
2) motor 1.2 seen in Fig. 4, YE 1 is rotated, and sequentially drives driving gear 2.1, driven gear
2.2nd, driven gear shaft 2.3, overfall density bucket casing 3.4, the overfall bucket rotation angle, θ of top arm 3.2 (angle, θ is shown in Fig. 3)
3) Fig. 3 is seen, overfall bucket top arm 3.2 makes thick liquid discharge mouth 3.1 be turned automatically by the pulp inlet of alignment slurry commanding tank 4 from X to θ angles are turned
To the position of stock inlet 5.1 of alignment funnel 5, remaining slurries are discharged into funnel automatically, and are discharged to underground drain outlet through blow-off pipe 6.
4) Fig. 1 is seen, by grout hole pulp-inlet pipe 10a and the grout hole return pipe 10b dismountings whole serum recycle of pipeline connection
Loop, automatically can be excluded the dirty pulp-water after flushing by funnel 5 to whole circulation loop flushing of pipeline.
5) see Fig. 3,4,5, rinse and complete when blowdown, the control motor of YE 1 of programmable controller 7 rotates counterclockwise
θ angles, thick liquid discharge mouth 3.1 is returned is directed at the pulp inlet of slurry commanding tank 4 in X position.During another place's grouting, thick liquid discharge mouth 3.1 is discharged to slurry commanding tank 4
Circulate overfall.
Claims (3)
1. be in the milk automatic sewage discharging device, including:Grout hole (10), overfall density bucket (3) and top in grouting pipeline have plasma discharge
The overfall bucket top arm (3.2) of mouth (3.1), the funnel (5) of slurry commanding tank (4) and the fixation of side upper end, the row with being connected below funnel
Dirt pipe (6), it is characterized in that:
1) set to drive the overfall density bucket rotation set angle θ YE (1) containing motor;
2) motor is sequentially connected gear-box (2) inner pinion gear (2.1), driven gear (2.2);Driven gear shaft
(2.3) stretch out gear-box outer face (2.4) place and overfall density bucket casing bottom is connected and fixed on by welding or connector (3.5)
Face;
3) programmable controller (7) is set:YE control signal wire (1.1) connects programmable controller execution circuit (7.1);
4) the U-shaped overflow through hole (5A) connected is set between slurry commanding tank and funnel.
2. the grouting automatic sewage discharging device as described in claim 1, it is characterized in that it is right that overfall density bucket is set in YE
Answer the rotation time T of rotation angle, θ<10 seconds.
3. the grouting automatic sewage discharging device as described in claim 1, it is characterized in that being driven between the driving gear and driven gear
Than less than 6/9.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201710467956.6A CN107119689B (en) | 2017-06-20 | 2017-06-20 | Automatic blow-down device for grouting |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201710467956.6A CN107119689B (en) | 2017-06-20 | 2017-06-20 | Automatic blow-down device for grouting |
Publications (2)
Publication Number | Publication Date |
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CN107119689A true CN107119689A (en) | 2017-09-01 |
CN107119689B CN107119689B (en) | 2023-05-26 |
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CN201710467956.6A Active CN107119689B (en) | 2017-06-20 | 2017-06-20 | Automatic blow-down device for grouting |
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