CN207582409U - It changes gear the pump station structure of water in a kind of achievable river that intersects - Google Patents
It changes gear the pump station structure of water in a kind of achievable river that intersects Download PDFInfo
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- CN207582409U CN207582409U CN201721706953.5U CN201721706953U CN207582409U CN 207582409 U CN207582409 U CN 207582409U CN 201721706953 U CN201721706953 U CN 201721706953U CN 207582409 U CN207582409 U CN 207582409U
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- discharge bay
- lower floor
- intake pool
- river
- discharge
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Abstract
It changes gear the pump station structure of water in a kind of achievable river that intersects, it is related to the field of pump station engineering technology, including positive river, outer river, lateral river, water pump, intake pool and discharge bay, intake pool regulating gate is set in intake pool, discharge bay is double-layer structure, including discharge bay lower floor bottom plate, discharge bay upper strata bottom plate and discharge bay side wall, one end of water pump is arranged on the upper strata that intake pool is interior, the other end is arranged on discharge bay;Discharge bay is connected by being discharged culvert with outer river facies, and communication port, setting discharge bay lower floor of the lower floor regulating gate of the discharge bay at communication port, the upper strata setting discharge bay top level control gate of the discharge bay at communication port are set in discharge bay;Hole and flap valve cover board are set on the bottom plate of discharge bay upper strata;It is connected in discharge bay side wall by closed conduit with lateral river, closed conduit regulating gate is set on closed conduit.The utility model compact and reasonable arrangement saves construction investment, the connection in two rivers of realization and diversion, drain function.
Description
Technical field
The utility model is related to the fields of pump station engineering technology.
Background technology
In pump station engineering now, widely used vertical-type axial-flow pump moist chamber type pump room structure, purpose is mostly by a river
The water of stream is promoted in another river, to realize irrigation, drain function.In farmland engineering or some industrial parks, river,
Irrigation canals and ditches interlock, and river staggeredly undertakes independent irrigation, draining task respectively, thus these rivers not only need to be interconnected, but also need
Independent draining, diversion outward.Present solution generally creates more pump station engineerings to meet different demands, but for small
For type irrigation canals and ditches, create more pumping plants and consume a large amount of civil engineering resource, economic benefit is limited, causes engineering wasting phenomenon.For this purpose,
The utility model proposes a kind of new pump station structures, can meet the needs of outside river diversion in two intersection rivers, draining, and not
Influence the connection in two rivers.
Invention content
The purpose of this utility model is to overcome the deficiencies in the prior art, provide and a kind of can be achieved to intersect river and change gear water
Pump station structure, while realize two demands for intersecting the outside draining in rivers, diversion.Pump station structure compact and reasonable arrangement is saved
Construction investment, the connection in two rivers of realization and diversion, drain function, have given full play to economic results in society.
What the purpose of this utility model was realized in:A kind of achievable river that intersects changes gear the pump station structure of water, including
Positive river, outer river, lateral river and water pump, the pump station structure further include intake pool and discharge bay, intake pool and positive river
Road is connected, and intake pool regulating gate is set in intake pool;The discharge bay is double-layer structure, including discharge bay lower floor bottom
Plate, discharge bay upper strata bottom plate and discharge bay side wall, intake pool are connected with the lower floor of discharge bay;One end of the water pump is arranged on
In intake pool, the other end of water pump is arranged on the upper strata of discharge bay;Contained by being discharged the one end of the discharge bay far from intake pool
Hole is connected with outer river facies, sets communication port in one end far from intake pool of discharge bay, and communication port is by the upper strata of discharge bay, discharge bay
Lower floor with water outlet culvert be connected;Setting discharge bay lower floor of the lower floor regulating gate of discharge bay at the communication port,
The upper strata setting discharge bay top level control gate of discharge bay at communication port;Hole is set on the bottom plate of the discharge bay upper strata,
The top connection flap valve cover board of hole;Closed conduit is connected in the discharge bay side wall, closed conduit is connected with lateral river, in closed conduit
Upper setting closed conduit regulating gate.
The main following several working conditions of the function of the utility model:
(1)Water-based normal connection:
The regulating gate of intake pool regulating gate, discharge bay lower floor and both sides closed conduit open, it can be achieved that outside river with
Internal forward direction river is connected with lateral river, according to water level combination, is realized and is intersected the drawing certainly of river, from row function.
(2)Positive river is connected with outside river:
The regulating gate of discharge bay lower floor both sides closed conduit is closed, opens intake pool and the bilevel regulating gate of discharge bay
The connection in forward direction river and outside river can be achieved, realize the pump drainage in positive river, be drawn function.
(3)Lateral river is connected with outer river:
Intake pool regulating gate is closed, closed conduit is opened and discharge bay goes out port strobe, it can be achieved that the lateral outside river draining in river
And diversion function.
The utility model compact and reasonable arrangement saves construction investment, the connection in two rivers of realization and diversion, draining work(
Can, give full play to economic results in society.
Preferably, intake pool dividing pier is set in the intake pool, and intake pool is separated into the first water inlet by intake pool dividing pier
Pond and the second intake pool, the first intake pool and the second intake pool are connected with positive river, and there are two intake pool regulating gates,
It is separately positioned in the first intake pool and the second intake pool;The water pump has two groups, and one end of two groups of water pumps is separately positioned on
In one intake pool and the second intake pool;In setting discharge bay lower floor of the lower floor dividing pier of the discharge bay, discharge bay lower floor dividing pier will
The lower floor of discharge bay is separated into the first discharge bay lower floor and the second discharge bay lower floor, the first discharge bay lower floor and the first intake pool phase
Connection, the second discharge bay lower floor are connected with the second intake pool;There are two discharge bay lower floor regulating gates, is separately positioned on
In first discharge bay lower floor and the second discharge bay lower floor;There are two described holes, corresponds to the first discharge bay lower floor and second respectively
Discharge bay lower floor, the flap valve cover board have two pieces, correspond to two circular cavities respectively;There are two the closed conduits, is discharged respectively with first
Pond lower floor is connected with the second discharge bay lower floor.
Preferably, traction rope is connected respectively on every piece of flap valve cover board, the other end of traction rope and the upper end of discharge bay connect
It connects.Enter inside discharge bay without personnel, flap valve cover board can be turned on and off.
Preferably, suspension bridge is set on the upper strata of the discharge bay, the other end of traction rope is tied up on suspension bridge, can on suspension bridge
The artificial keying for realizing flap valve cover board.
Preferably, access bridge is set on the intake pool.
Description of the drawings
Fig. 1 is the structure diagram of the utility model.
Fig. 2 is the partial top view of Fig. 1.
In figure:1 intake pool, the first intake pools of 1-1, the second intake pools of 1-2,2 access bridges, 3 intake pool regulating gates, 4 water
Pump, 5 discharge bays, 6 pump houses, the first discharge bays of 7-1 lower floor, the second discharge bays of 7-1 lower floor, 8 discharge bay lower floor bottom plates, 9 discharge bays
Upper strata bottom plate, 10 holes, 11 flap valve cover boards, 12 discharge bay lower floor regulating gates, 13 discharge bay top level control gates, 14 tractions
Rope, 15 suspension bridges, 16 headstock gears, 17 water outlet culverts, 18 embankments, 19 intake pool dividing piers, 20 outer rivers, 21 closed conduits, the control of 22 closed conduits
Gate, 23 lateral rivers, 24 discharge bay lower floor dividing piers, 25 positive rivers, 26 discharge bay side walls, 27 communication ports.
Specific embodiment
It changes gear the pump station structure of water, it can be achieved that intersecting river as shown in Figure 1, 2, including positive river 25, outer river 20, lateral
River 23, intake pool 1 and discharge bay 5.
Access bridge 2 is set on intake pool 1, and the setting intake pool dividing pier 19 in intake pool 1, intake pool dividing pier 19 will intake
Pond 1 be separated into the first intake pool 1-1 and the second intake pool 1-2, the first intake pool 1-1 and the second intake pool 1-2 with positive river
Road 25 is connected, and intake pool regulating gate 3 is set respectively in the first intake pool 1-1 and the second intake pool 1-2.
Discharge bay 5 is double-layer structure, including discharge bay lower floor bottom plate 8, discharge bay upper strata bottom plate 9 and discharge bay side wall 26,
Lower floor of the space for discharge bay between discharge bay lower floor bottom plate 8 and discharge bay upper strata bottom plate 9,9 top of discharge bay upper strata bottom plate
Upper strata for discharge bay.In setting discharge bay lower floor of the lower floor dividing pier 24 of discharge bay 5, discharge bay lower floor dividing pier 24 is by discharge bay
Lower floor is separated into the first discharge bay lower floor 7-1 and the second discharge bay lower floor 7-2, the first discharge bay lower floor 7-1 and the first intake pool
1-1 is connected, and the second discharge bay lower floor 7-2 is connected with the second intake pool 1-2.One end of two groups of water pumps 4 is separately positioned on
In one intake pool 1-1 and the second intake pool 1-2, the other end of two groups of water pumps 4 is arranged on the upper strata of discharge bay 5, discharge bay 5 it is upper
Layer does not have dividing pier.
The one end of discharge bay 5 far from intake pool 1 is connected by being discharged culvert 17 with outer river 20, discharge bay 5 far from into
The lower floor of the upper strata of discharge bay 5, discharge bay 5 is connected by one end setting communication port 27 in pond 1, communication port 27 with water outlet culvert 17
It is logical.The first discharge bay lower floor 7-1 and the second discharge bay lower floor 7-2 at communication port 27 set discharge bay lower floor to control lock respectively
Door 12, the upper strata setting discharge bay top level control gate 13 of the discharge bay 5 at communication port 27.On discharge bay upper strata bottom plate 9
Two circular cavities 10 are set, and two circular cavities 10 correspond to the first discharge bay lower floor 7-1 and the second discharge bay lower floor 7-2, each hole 10
Top connect flap valve cover board 11 respectively, the upper strata of discharge bay 5 set suspension bridge 15, connected respectively on every piece of flap valve cover board 11
Traction rope 14, the other end of traction rope 14 are tied up on suspension bridge 15.
The closed conduit of rectangle is connected in the discharge bay side wall 26 of the first discharge bay lower floor 7-1 and the second discharge bay lower floor 7-2
21, each closed conduit 21 is connected with lateral river 23, and closed conduit regulating gate 22 is set respectively on each closed conduit 21.
According to the water level conditions for intersecting river and outer river, which can realize following functions:
(1)Keep river connection:Promote intake pool regulating gate 3, discharge bay lower floor regulating gate 12 and both sides closed conduit control
Check door 22 can realize the normal connection for intersecting river and the connection with outer river.
(2)The pumping drain function in positive river:During pump drainage, intake pool regulating gate 3, discharge bay top level control gate are promoted
13, both sides closed conduit gate 22 and discharge bay lower floor regulating gate 12 are closed, water can be promoted to discharge bay upper strata by water pump 4, through going out
Water culvert 17 flows to outer river 20;When being drawn, separate unit pump operation at this time, one is working barrel, and another is idle pump.Close work
Intake pool regulating gate 3 before pump promotes working barrel discharge bay lower floor regulating gate 12, simultaneously closes off two discharge bay upper strata controls
Check door 13 promotes the intake pool regulating gate 3 where idle pump, discharge bay lower floor regulating gate 12 where closing idle pump,
And idle pump side flap valve cover board 11 can manually be opened by traction rope 14, water can be promoted through working barrel 4 on discharge bay by outer river
Layer, it is let out under the hole 10 clapped via upper strata bottom plate to discharge bay lower floor, by free time one side runner of pump flow direction forward direction river 25.
(3)The pumping drain function in lateral river:During pump drainage, intake pool regulating gate 3, discharge bay lower floor regulating gate are closed
12, promote both sides closed conduit regulating gate 22 and discharge bay top level control gate 13, the water in lateral river 23 enters intake pool, by
Water pump 4 is promoted to discharge bay upper strata, and outer river 20 is flowed to by outlet passage 17;When being drawn, intake pool regulating gate 3, water outlet are closed
Pond top level control gate 13 is turned off, and separate unit water pump 4 works, and the closed conduit regulating gate 22 of work unit side is closed and discharge bay
Lower floor's regulating gate 12 is promoted, and the closed conduit regulating gate 22 of idle unit side is promoted, and discharge bay lower floor regulating gate 12 is closed,
Flap valve cover board 11 is opened by traction rope 14, outer river water stream is promoted to discharge bay upper strata by the water pump 4 of work unit, through idle unit
The water inlet that the hole 10 of side enters idle unit side is circulated, in the closed conduit 21 for flowing to idle unit side, hence into side
To river 23, the function of lateral river diversion thus can be realized.
Claims (5)
1. a kind of achievable river that intersects changes gear the pump station structure of water, including positive river, outer river, lateral river and water pump,
It is characterized in that:The pump station structure further includes intake pool and discharge bay, and intake pool is connected with positive river, is set in intake pool
Put intake pool regulating gate;The discharge bay is double-layer structure, including discharge bay lower floor bottom plate, discharge bay upper strata bottom plate and water outlet
Pool side wall, intake pool are connected with the lower floor of discharge bay;One end of the water pump is arranged in intake pool, and the other end of water pump is set
It puts on the upper strata of discharge bay;The one end of the discharge bay far from intake pool is connected by being discharged culvert with outer river facies, in discharge bay
The lower floor of the upper strata of discharge bay, discharge bay is connected by one end setting communication port far from intake pool, communication port with water outlet culvert;
Setting discharge bay lower floor of the lower floor regulating gate of discharge bay at the communication port, the upper strata of the discharge bay at communication port is set
Put discharge bay top level control gate;Hole, the top connection flap valve cover board of hole are set on the bottom plate of the discharge bay upper strata;
Closed conduit is connected in the discharge bay side wall, closed conduit is connected with lateral river, and closed conduit regulating gate is set on closed conduit.
It changes gear the pump station structure of water 2. can realize intersect river according to claim 1, it is characterised in that:In the intake pool
Intake pool is separated into the first intake pool and the second intake pool by interior setting intake pool dividing pier, intake pool dividing pier, the first intake pool and
Second intake pool is connected with positive river, and there are two intake pool regulating gates, is separately positioned on the first intake pool and second
In intake pool;The water pump has two groups, and one end of two groups of water pumps is separately positioned in the first intake pool and the second intake pool;Institute
Setting discharge bay lower floor of the lower floor dividing pier of discharge bay is stated, the lower floor of discharge bay is separated into the first discharge bay by discharge bay lower floor dividing pier
Lower floor and the second discharge bay lower floor, the first discharge bay lower floor are connected with the first intake pool, the second discharge bay lower floor with second into
Pond is connected;There are two discharge bay lower floor regulating gates, is separately positioned on the first discharge bay lower floor and the second discharge bay
In lower floor;There are two described holes, and corresponding to the first discharge bay lower floor and the second discharge bay lower floor, the flap valve cover board respectively has two
Block corresponds to two circular cavities respectively;There are two the closed conduits, is connected respectively with the first discharge bay lower floor and the second discharge bay lower floor
It is logical.
It changes gear the pump station structure of water 3. can realize intersect river according to claim 2, it is characterised in that:In every piece of door-slapping cover
Traction rope is connected on plate respectively, the other end of traction rope and the upper end of discharge bay connect.
It changes gear the pump station structure of water 4. can realize intersect river according to claim 3, it is characterised in that:In the discharge bay
Upper strata setting suspension bridge, the other end of traction rope tied up on suspension bridge.
It changes gear the pump station structure of water 5. can realize intersect river according to claim 1, it is characterised in that:In the intake pool
Upper setting access bridge.
Priority Applications (1)
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CN201721706953.5U CN207582409U (en) | 2017-12-11 | 2017-12-11 | It changes gear the pump station structure of water in a kind of achievable river that intersects |
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CN201721706953.5U CN207582409U (en) | 2017-12-11 | 2017-12-11 | It changes gear the pump station structure of water in a kind of achievable river that intersects |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109371922A (en) * | 2018-11-22 | 2019-02-22 | 浙江省水利水电勘测设计院 | A kind of pump lock combination discharge structure |
CN112012326A (en) * | 2020-08-18 | 2020-12-01 | 天津市市政工程设计研究院 | Intensive double-deck drainage pump station of ground saving |
CN112502092A (en) * | 2020-08-20 | 2021-03-16 | 长江勘测规划设计研究有限责任公司 | Water gate and pump station double-layer integrated structure and operation method thereof |
-
2017
- 2017-12-11 CN CN201721706953.5U patent/CN207582409U/en active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109371922A (en) * | 2018-11-22 | 2019-02-22 | 浙江省水利水电勘测设计院 | A kind of pump lock combination discharge structure |
CN109371922B (en) * | 2018-11-22 | 2023-09-26 | 浙江省水利水电勘测设计院有限责任公司 | Pump brake combines drainage structures |
CN112012326A (en) * | 2020-08-18 | 2020-12-01 | 天津市市政工程设计研究院 | Intensive double-deck drainage pump station of ground saving |
CN112502092A (en) * | 2020-08-20 | 2021-03-16 | 长江勘测规划设计研究有限责任公司 | Water gate and pump station double-layer integrated structure and operation method thereof |
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