CN105179262B - Self-coupling type through-flow submersible electric pump - Google Patents
Self-coupling type through-flow submersible electric pump Download PDFInfo
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- CN105179262B CN105179262B CN201510675339.6A CN201510675339A CN105179262B CN 105179262 B CN105179262 B CN 105179262B CN 201510675339 A CN201510675339 A CN 201510675339A CN 105179262 B CN105179262 B CN 105179262B
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Abstract
A self-coupling type through-flow submersible electric pump comprises a through-flow submersible electric pump body, a concrete separation pier and a retention wall. The retention wall is provided with guide rail assemblies extending in the same direction as the retention wall, an embedded pipe is arranged on the bottom of the retention wall, and the concrete separation pier is arranged vertical to the bottom end of the retention wall. The through-flow submersible electric pump body is provided with a guide rod assembly. Locating frames are symmetrically arranged on the two sides of the embedded pipe, and a guiding suspension part is arranged at the tail end of each locating frame. A trapezoid cloth-inserted O-shaped rubber seal ring is arranged on the flange surface of the water outlet end of the through-flow submersible electric pump body. The tail ends of the two guide rail assemblies are located on the top of the integrated body formed by the locating frames, the guiding suspension parts and the embedded pipe. The self-coupling type through-flow submersible electric pump has the advantages that the stability of self-coupling sealing is improved, it can be fast completed to lift and wash the pump and prevent the pump from being rusted during the operation interval period when water taking stops, and operation management can be reinforced to improve the adaptability and the reliability and prolong the service life.
Description
First, technical field
The present invention relates to a kind of full through-flow submersible pump device, more particularly to a kind of autocoupling type full through-flow submersible pump.
2nd, background technology
The general mounting means of full through-flow submersible pump arranges two symmetrical coupling seats, vertical guide rail in pump outlet
Lower section self coupling hanging hook assembly is set, self coupling hanging hook assembly and outlet passage make an entirety, to prevent leak, in diffuser
Water side arrange ring packing rubber ring.The shortcoming that this full through-flow submersible pump of prior art is present：1. installation process
More complicated, pump will incline 2-5 ° into guide rail, easily cause outer rim and the guide rail phase grazing of lifting shakiness or diffuser, it is impossible to one
Secondary property lifts by crane installation；2. when full through-flow submersible pump is put into operating position into guide rail, the easy quilt of O-shaped rubber seal
Cut bad, the water side of diffuser can be made to contact with the water inlet end steel to steel of built-in pipe, sealing not consolidation, easy leak；3. self coupling
Hanging hook assembly and outlet passage are embedded on waterwall, when the gravity of full through-flow submersible pump is produced to the lower end flanges of outlet pipe
Very big moment of flexure, is ultimately applied on the facade on dam, increases the stress of civil engineering structure.Patent of the present invention is the existing skill to more than
A kind of new equipment for giving full play to full through-flow submersible pump advantage of art development.
3rd, the content of the invention
In order to overcome the weak point of existing full through-flow submersible pump device, the invention provides a kind of autocoupling type full-tubular
Submersible pump.
The technical scheme is that what is be achieved in that.
A kind of autocoupling type full through-flow submersible pump of this programme, including full through-flow submersible pump, concrete dividing pier, dash
Wall, is provided with and waterwall bearing of trend identical guide assembly on the waterwall, and the waterwall bottom is provided with pre-buried
Pipe, the concrete dividing pier is vertically arranged with waterwall bottom；
The water side both sides of the full through-flow submersible pump are symmetrically arranged with the guide post group used cooperatively with guide assembly
Part, arbitrarily the guide post component include the water side both sides of cylinder and platter, the platter and full through-flow submersible pump
Side wall is fixedly connected；The arbitrarily platter centre of surface position is respectively fixedly connected with a bottom of cylinder；It is arbitrarily described
Cylinder ends are provided with boring cover；
The built-in pipe both sides are symmetrical arranged locating rack, and the arbitrarily locating rack end is provided with guiding suspension member, any institute
Stating guiding suspension member includes little support muscle, fixed plate, dividing plate, gusset, thrust inclined-plane and base plate, the corresponding position of arbitrarily described locating rack
The divider upright put simultaneously is fixedly connected；The arbitrarily dividing plate bottom surface is provided with base plate, and it is oblique that any base plate end is provided with thrust
The one side both sides of face, arbitrarily the thrust inclined-plane dorsad dividing plate are symmetrically arranged with gusset, the adjacent gusset of any two it
Between be provided with fixed plate, be arbitrarily provided with some little support muscle in the fixed plate, be arranged on described on same locating rack
Fixed plate and dividing plate size are identical and identical highly parallel to each other；
The O-shaped rubber seal of trapezoidal folder cloth is provided with the full through-flow submersible pump water outlet end flange face；
The built-in pipe is provided with guiding suspension member one end and is embedded in the concrete dividing pier of water inlet flow channel；
Two guide assembly ends are located at respectively locating rack and are oriented to suspension member and overall top that built-in pipe is located.
The guide assembly top is provided with guiding port.
Arbitrarily the guiding port is up big and down small horn-like.
Angle α=15 °～30 ° on any thrust inclined-plane and vertical line.
The guide post component is arranged on the elevation geometric center of full through-flow submersible pump.
The thrust inclined-plane is tangent with cylinder.
The guide assembly position of center line is that corresponding guide post stack face circle centrage overlaps, for guiding
Full through-flow submersible pump, two guide assembly ends are located at respectively locating rack and are oriented to suspension member and entirety that built-in pipe is located
Surface.
The invention has benefit that：By two in concrete dividing pier is embedded in symmetrical locating rack and guiding
Suspension member black box, the thrust inclined-plane and the angle of vertical line being oriented in suspension member is 15-30 °, and the gravity G of full through-flow submersible pump is straight
Connect and act on concrete dividing pier and be delivered on the base plate of water inlet flow channel, civil engineering structure is not affected, increased self coupling
The stability of sealing.Realize that one pump of installation or removal only needs to the time of 5-10 minutes, in the especially severe situation of water quality, such as
Used in the high sand content water intaking in the Yellow River, the chemical engineering sewage of highly corrosive or sea water, using Fast Installation, in the fortune do not fetched water
The between-line spacing phase, pump is quickly carried, be rinsed, antirust, adaptability, reliability and service life are improved to strengthen operational management.
It is advantageous to behind movable pump station, dam pumping plant in pumping plant or dam.
4th, illustrate
Fig. 1 is the front view of the present invention.
Fig. 2 is the top view of the present invention.
Fig. 3 is the O-shaped structural representation of rubber seal 10 of trapezoidal folder cloth.
Fig. 4 is the structural representation of guide post component 9；
Fig. 5 is the guiding structural representation of suspension member 5；
5th, specific embodiment
Below in conjunction with the accompanying drawings brief description is made to the specific embodiment of the present invention.
Embodiment：
With reference to Fig. 1 and Fig. 4, two groups of symmetrical guide post components 9 are provided with the water side both sides of full through-flow submersible pump 3,
Guide post component 9 is that boring cover 11, cylinder 12 and platter 13 are welded into integral.
With reference to Fig. 5, the both sides of the built-in pipe 7 are symmetrical arranged locating rack 6, and the arbitrarily end of the locating rack 6 is provided with guiding
Suspension member 5, arbitrarily described guiding suspension member 5 includes little support muscle 14, fixed plate 19, dividing plate 15, gusset 16, thrust inclined-plane 17 and base plate
18, arbitrarily the dividing plate 15 of the corresponding position of the locating rack 6 is vertical and is fixedly connected；The arbitrarily bottom surface of the dividing plate 15 is respectively provided with
There is base plate 18, the end of any base plate 18 is provided with thrust inclined-plane 17, arbitrarily the one side two of the thrust inclined-plane 17 dorsad dividing plate 15
Side is symmetrically arranged with gusset 16, and between the adjacent gusset 16 of any two fixed plate 19 is provided with, the arbitrarily fixation
Some little support muscle 14 are provided with plate 19, the fixed plate 19 and the size of dividing plate 15 being arranged on same locating rack 6 is identical
And identical highly parallel to each other.
It is first thrust inclined-plane 17 and base plate 18 and a dividing plate 15 to be welded into into an entirety to be oriented to suspension member 5, makes base plate 18
Vertical with dividing plate 15, the angle that thrust inclined-plane 17 and base plate 18 are formed is 180 ° of-α ± 1 °, and is ensured in coupling process
Guide post component 9 enters water law along what thrust inclined-plane 17 slowly came downwards to the water-output flange face of full through-flow submersible pump 3 and built-in pipe 7
Blue face is completely superposed, and the bottom of cylinder 12 and the base plate 18 of guide post component 9 also have enough Safe Vertical Distances, to avoid coupling
It is not in place.Again respectively support muscle 14 little with gusset 16,15, four, another dividing plate is welded.
With reference to Fig. 1 and Fig. 2, the both sides of built-in pipe 7 are respectively provided with two sets of symmetrical locating racks 6 and are oriented to suspension member 5, three's welding
Into an entirety, by this integral built-in on the concrete dividing pier 4 and waterwall 8 of water inlet flow channel.Sling when crane and pass through entirely
Stream submersible pump 3, the two ends of the cylinder 12 that channeled mouth 1 stretches out from guide post component 9 enter guide assembly 2, full-tubular diving
Posture of the electric pump 3 with outlet vertically downward, along the slide downward of guide assembly 2, the cylinder 12 stretched out to guide post component 9 with
The thrust inclined-plane 17 being oriented in suspension member 5 being embedded on concrete dividing pier 4 is contacted, in the presence of pump housing weight, guide post group
Cylinder 12 in part 9 also may proceed to down slide, the water-output flange face and the water inlet of built-in pipe 7 until full through-flow submersible pump 3
Flange face is completely superposed, and the trapezoidal O-shaped rubber seal 10 of cloth of pressing from both sides is compacted, and pump stops sliding, and coupling is in place.At this moment guide post group
Part 9 is hung on thrust inclined-plane 17, tangent.Axial thrust load Fx compression built-in pipes 7 and pump housing water side to pump housing active force
The O-shaped rubber seal 10 of trapezoidal folder cloth, formed outlet passage sealing.The gravity G that full through-flow submersible pump 3 is subject to, it is trapezoidal
Counter-force Fy in O-shaped elastic force Fr of the compression of rubber seal 10 of folder cloth and the cylinder 12 of ramp effect constitutes a level-crossing
Power system.
To ensure that dividing pier inclined-plane thrust self coupling mounting means is under operation stable, just should meet concrete every
It is more than axial force F a, i.e. Fx=Gtan α ＞ Fa because inclined-plane produces x directions component Fx suffered by pier 4；Can from above formula
Go out, as long as increase thrust inclined-plane and the angle α of level, surely meet with regard to one, but when 90 ° of-α≤O-shaped rubber seal and steel
Friction self-locking angle beta=the tan of ferrum-1=10.2 ° (0.18) when, it may occur that self-locking, there is suspending pump difficult.Therefore set in engineering
Timing, be stability criterion valueSafety coefficient k=2.5.Certain pumping plant 1400QGWZ-5.64/8.54-
50-670KW full through-flow submersible pumps, DLeaf=120cm, Dh=57.6cm, G=11800kg, safety coefficient k=2.5,It it is 26.5 ° i.e. with the angle along vertical line, engineering drawing takes α when making
It is to ensure the stability foundation that the O-shaped rubber seal 10 of trapezoidal folder cloth is not swashed, do not disengaged for 24 °.
It can be seen that used as engineer applied, the span of α is 15 °～30 °, it is possible to drawn to this level-crossing power system
Carry out the system stability analysis of theoretical；To couple, upper and lower sealing force is equal to draw guide post component 9 as optimization aim
Center, is coincided as optimal, first quartile of the arrangement at this center with the facade center of full through-flow submersible pump 3
Certain area in.Mechanics stability analysis is calculated as follows：
To ensure that thrust self coupling mounting means is under operation stable, following rational mechanics condition should be met：
∑ T=0 Gx2=Fyx1+Fxy2-Frr-Far --- --- is 1.
∑ Fx=0 Fx=Fa+Fr --- --- is 2.
The axial thrust of Fa----- axial-flow pumps
The elastic force of the O-shaped rubber seal compression of the trapezoidal folder cloth of Fr-----
By ∑ Fx=0, it is known that, as Fx ＞ Fa, residue is elastic force Fr of the O-shaped rubber seal compression of trapezoidal folder cloth.
As Fa=0, i.e., Fx=Fr is obtained by 2. formula, substitute into 1. formula
Gx2=Fyx1+Fry2-Frr
=Fyx1+Fry2-r
=Fyx1+Fxy2-r --- --- is 3.
As shown in Figure 1 Fx=Fsin α Fy=Fcos α --- --- are 4.
4. formula substitutes into 3. formula and obtains
Gx2=Fcos α x1+Fsin α y2-r
As most simple scenario, such as y2=r, then
From 5. formula, α is bigger, and x1 is less, and F is bigger.
4. Shi Ke get is substituted into by 5. formula
From 2. formula, the X-direction component that pump housing gravity itself is produced because of inclined-plane, in pump off-duty, Fa=0, Fx=
Fr, i.e. Fx are balanced by the elasticity of the O-shaped rubber seal of trapezoidal folder cloth；When water pump operation, axial force F a that pump is produced, its side
To axial force in opposite direction with Fx, due to generating operation, will reduce by 2. formula Fr, when Fr is reduced to 0, illustrate sealing surface
It is open, seal failure.
When y2 is on the occasion of as shown in figure 1, the sealing counter-force and y2 of the upper and lower side offer of the O-shaped rubber seal of trapezoidal folder cloth
Size it is relevant.
The sealing counter-force that the upside O-shaped rubber seal of trapezoidal folder cloth is provided is：
The sealing counter-force that the downside O-shaped rubber seal of trapezoidal folder cloth is provided is：
Therefore, when y2 ≠ 0, judge that the stability criterion whether sealing surface is opened is that the O-shaped rubber of the trapezoidal folder cloth in downside is close
Whether seal is opened, it is clear that the axial force of water pump operation, and it is rational to be divided into upper and lower each half.
6. formula is that thrust self coupling sealing means are stable, the Universal Criterion that sealing surface is not switched on.
In design it is noted that outlet conduit flange width has enough width, when the O-shaped rubber seal (8) of trapezoidal folder cloth
During generation axial deformation, the pump housing flange face at place around fulcrum rotate when, should ensure that the O-shaped rubber seal (8) of trapezoidal folder cloth not
Then it is stable beyond the width of flange.If in design, taking x1=x2, during y2=r, then this worry can be thoroughly solved.
Now 6. stability criterion formula is also simplified to
G·tanα>Fa——————⑦
Meet steady-state conditionss formula 7., as long as increase thrust inclined-plane and the angle α of level, surely meet with regard to one, but work as
Friction self-locking angle beta=the tg of 90 ° of-α≤O-shaped rubber seal and iron and steel-1=10.2 ° (0.18) when, it may occur that self-locking, lifting is made
Pump occurs difficult.Therefore in engineering design, it is stability criterion valueSafety coefficient k=2.5.
Certain station 1400QGWZ-5.64/8.54-50-670, DLeaf=120cm, Dh=57.6cm, G=11800kg safety coefficient
K=2.5,It is 26.5 ° i.e. with the angle along vertical line, engineering drawing system
As when take α for 24 °, be to ensure the stability foundation that the O-shaped rubber seal of trapezoidal folder cloth is not swashed, do not disengaged.It can be seen that making
For engineer applied, the span of α is 15 °～30 °, it is possible to show that the system for carrying out theoretical to this level-crossing power system is steady
Qualitative analyses；To couple, upper and lower sealing force is equal to draw guide post component center as optimization aim, is and full-tubular
The facade center of submersible pump coincides as optimal, arranges in the certain area of the first quartile at this center.
One embodiment of the present of invention has been described in detail above, but the content is only the preferable enforcement of the present invention
Example, it is impossible to be considered as the practical range for limiting the present invention.All impartial changes made according to the present patent application scope and improvement
Deng, all should still belong to the present invention patent covering scope within.
Claims (7)
1. a kind of autocoupling type full through-flow submersible pump, including full through-flow submersible pump (3), concrete dividing pier (4), waterwall (8),
It is provided with the waterwall (8) and waterwall (8) bearing of trend identical guide assembly (2), waterwall (8) bottom sets
It is equipped with built-in pipe (7), it is characterised in that：The concrete dividing pier (4) is vertically arranged with waterwall (8) bottom；
The water side both sides of the full through-flow submersible pump (3) are symmetrically arranged with the guide post used cooperatively with guide assembly (2)
Component (9), arbitrarily the guide post component (9) include cylinder (12) and platter (13), the platter (13) and full-tubular
The water side both sides side wall of submersible pump (3) is fixedly connected；Arbitrarily platter (13) the centre of surface position respectively with an institute
State cylinder (12) bottom to be fixedly connected；Arbitrarily cylinder (12) end is provided with boring cover (11)；
Built-in pipe (7) both sides are symmetrical arranged locating rack (6), and arbitrarily locating rack (6) end is provided with guiding suspension member
(5), arbitrarily described guiding suspension member (5) is including little support muscle (14), fixed plate (19), dividing plate (15), gusset (16), thrust inclined-plane
(17) and base plate (18), the dividing plate (15) of the corresponding position of arbitrarily described locating rack (6) is vertical and is fixedly connected；It is arbitrarily described
Dividing plate (15) bottom surface is provided with base plate (18), and any base plate (18) end is provided with thrust inclined-plane (17), arbitrarily the thrust
The one side both sides of inclined-plane (17) dorsad dividing plate (15) are symmetrically arranged with gusset (16), the adjacent gusset (16) of any two it
Between be provided with fixed plate (19), some little supports muscle (14) are arbitrarily provided with the fixed plate (19), be arranged on certain
The fixed plate (19) and dividing plate (15) size on position frame (6) are identical and identical highly parallel to each other；
The O-shaped rubber seal (10) of trapezoidal folder cloth is provided with full through-flow submersible pump (3) the water outlet end flange face；
The built-in pipe (7) is provided with guiding suspension member (5) one end and is embedded in the concrete dividing pier (4) in water inlet flow channel Nei；
Two guide assembly (2) ends are located at respectively locating rack (6) and are oriented to suspension member (5) and entirety that built-in pipe (7) is located
Top.
2. a kind of autocoupling type full through-flow submersible pump according to claim 1, it is characterised in that：The guide assembly (2)
Top is provided with guiding port (1).
3. a kind of autocoupling type full through-flow submersible pump according to claim 2, it is characterised in that：Any guiding port
(1) it is up big and down small horn-like.
4. a kind of autocoupling type full through-flow submersible pump according to claim 1, it is characterised in that：Any thrust inclined-plane
(17) with the angle α of vertical line=15-30 °.
5. a kind of autocoupling type full through-flow submersible pump according to claim 1, it is characterised in that：The guide post component
(9) it is arranged on the elevation geometric center of full through-flow submersible pump (3).
6. a kind of autocoupling type full through-flow submersible pump according to claim 1, it is characterised in that：The thrust inclined-plane (17)
It is tangent with cylinder (12).
7. a kind of autocoupling type full through-flow submersible pump according to claim 1, it is characterised in that：The guide assembly (2)
Position of center line is that corresponding guide post component (9) end face circle centrage overlaps, for guiding full through-flow submersible pump
(3), two guide assembly (2) ends are located at respectively locating rack (6) and are oriented to suspension member (5) and entirety that built-in pipe (7) is located
Surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510675339.6A CN105179262B (en) | 2015-10-19 | 2015-10-19 | Self-coupling type through-flow submersible electric pump |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510675339.6A CN105179262B (en) | 2015-10-19 | 2015-10-19 | Self-coupling type through-flow submersible electric pump |
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| Publication Number | Publication Date |
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| CN105179262A CN105179262A (en) | 2015-12-23 |
| CN105179262B true CN105179262B (en) | 2017-05-03 |
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| CN201510675339.6A Active CN105179262B (en) | 2015-10-19 | 2015-10-19 | Self-coupling type through-flow submersible electric pump |
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Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105782126A (en) * | 2016-05-09 | 2016-07-20 | 合肥工业大学 | Efficient permanent magnetic reflux pump |
| CN107906012A (en) * | 2017-12-22 | 2018-04-13 | 蓝深集团股份有限公司 | A kind of device for being used to install deep water high-lift diving dredge pump |
| CN114704505A (en) * | 2022-03-22 | 2022-07-05 | 江苏国泉泵业制造有限公司 | Full tubular pump coupling device |
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| JPH05118084A (en) * | 1991-07-24 | 1993-05-14 | Ebara Corp | Sewage conveying pump unit |
| JP2771216B2 (en) * | 1989-02-08 | 1998-07-02 | 株式会社日立製作所 | Gate pump device |
| CN2323177Y (en) * | 1997-12-29 | 1999-06-09 | 江苏亚太泵业集团公司 | Automatic coupled submersible sewege pump |
| JP2005002876A (en) * | 2003-06-11 | 2005-01-06 | Awamura Mfg Co Ltd | Pumping equipment |
| CN203248393U (en) * | 2013-04-02 | 2013-10-23 | 江苏凯泉泵业制造有限公司 | Automatic installing sealing device used for submersible sewage pump |
| CN205047451U (en) * | 2015-10-19 | 2016-02-24 | 天津甘泉集团有限公司 | Full through -flow submerged motor pump of self coupling formula |
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2015
- 2015-10-19 CN CN201510675339.6A patent/CN105179262B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2771216B2 (en) * | 1989-02-08 | 1998-07-02 | 株式会社日立製作所 | Gate pump device |
| JPH05118084A (en) * | 1991-07-24 | 1993-05-14 | Ebara Corp | Sewage conveying pump unit |
| CN2323177Y (en) * | 1997-12-29 | 1999-06-09 | 江苏亚太泵业集团公司 | Automatic coupled submersible sewege pump |
| JP2005002876A (en) * | 2003-06-11 | 2005-01-06 | Awamura Mfg Co Ltd | Pumping equipment |
| CN203248393U (en) * | 2013-04-02 | 2013-10-23 | 江苏凯泉泵业制造有限公司 | Automatic installing sealing device used for submersible sewage pump |
| CN205047451U (en) * | 2015-10-19 | 2016-02-24 | 天津甘泉集团有限公司 | Full through -flow submerged motor pump of self coupling formula |
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| CN105179262A (en) | 2015-12-23 |
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