CN105369779B - Anti-flood valve and drainage pumping stations integrative-structure - Google Patents
Anti-flood valve and drainage pumping stations integrative-structure Download PDFInfo
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- CN105369779B CN105369779B CN201510768030.1A CN201510768030A CN105369779B CN 105369779 B CN105369779 B CN 105369779B CN 201510768030 A CN201510768030 A CN 201510768030A CN 105369779 B CN105369779 B CN 105369779B
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- lock
- pump house
- flood valve
- unit
- room
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/20—Controlling water pollution; Waste water treatment
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Abstract
Anti-flood valve and drainage pumping stations integrative-structure, contain (1), vertical shaft (2), turnover pond (3) and (4), pump house Horizon (5), unit footing beam (6), back work beam (7), gate (8), unit (9), pump house (10), anti-flood valve keying room (11), foundation ditch (12), dykes and dams road surface (13), water inlet pipe (14), outlet pipe (15), lock platform (16), lock culvert body interface (17) including lock, it is characterized in that：Anti-flood valve opens and closes room (11), lock platform (16), lock culvert (1), turnover pond (3) and (4), pump house (10), vertical shaft (2), unit footing beam (6), back work beam (7), foundation ditch (12) and pump house Horizon (5) and uses steel and concrete structure；Gate (8) is cast iron door, it is rectangular configuration that lock, which contains (1), lock contains body interface (17) and uses copper sheet sealing shroud ring, gate (8) is arranged on the outside of country fair dam, the adjacent keying room (11) of pump house (10), and its span width is more than 2m, highly it is more than 2.5m, unit footing beam (6) is set under pump house Horizon, and unit (9) is arranged on footing beam, and footing beam divides into back work beam (7).
Description
Technical field
The invention belongs to flood control and projects for stagnant water drainage technical field, the construction of more particularly to anti-flood valve body and pump house is set
Meter, doubly make use of the culvert pipe and vertical shaft constructed.
Background technology
Pumping plant and anti-flood valve are common water conservancy project structures in hydraulic engineering, and both conventional methods are generally arranged at country fair dykes and dams
To both sides, to be used as power discharge to water body in the range of controlled protective embankments in lakeside areas or gravity flow is discharged and introduced and injects, also have because of ejectment water
The key elements such as condition are restricted, in the plane that pumping plant and anti-flood valve are arranged in Xu Ba different location.These methods are all to control flood
Lock puts Xu Ba outer ends, and pumping plant puts the inner mode in country fair dam, so being also all to be configured to construct respectively in design, construction.
It is also that pumping plant and anti-flood valve are managed respectively as needed in the management in later stage.And with the extension of pumping plant use time,
Pumping plant crosses dike outlet pipe, and to produce aging damaged, because country fair dykes and dams are commonly used as turnpike road, it is carried out during maintenance can cause
Break off a friendship logical, daily production, the life given people causes many inconvenience.
The content of the invention
The invention solves the problems that shore lake protective embankments in lakeside areas anti-flood valve with pumping plant is discrete is arranged oppositely, manage respectively；Pumping plant outlet pipe is damaged
The problem of being difficult to maintenance under country fair dykes and dams road 13.The construction of the present invention is particularly suitable for use in protective embankments in lakeside areas water level inside and outside riverine, shore lake and fallen
Less place, needs, which are set, to be regulated and controled to control the anti-flood valve and lift pumping station of water level in protective embankments in lakeside areas.Because such anti-flood valve and water lift
Pumping plant lock body is longer, buried depth is larger, and turnpike road is made again above Xu Di.
Anti-flood valve is combined together by the present invention with drainage pumping stations to be designed, in design, it is only necessary to according to local ground
Manage bar part, history hydrologic parameter, the actual secondary design of carry out one of regulatory demand, regard anti-flood valve and drainage pumping stations as an entirety
Carry out planning and designing.
Contain 1, vertical shaft 2, intake pool 3 and discharge bay 4, pump house Horizon 5, unit footing beam 6, auxiliary the invention mainly comprises lock
Work beam 7, gate 8, unit 9, pump house 10, anti-flood valve keying room 11, foundation ditch 12, country fair dykes and dams road 13, water inlet pipe 14, outlet pipe
15th, lock platform 16, lock contain body interface 17, it is characterized in that：Discharge bay 4, lock contain 1, vertical shaft 2, pump house 10, open and close room 11, gate 8, enter
Pond 3, by Xu Ba, order is set from inside to outside, and vertical shaft 2 sets up back work beam 7, unit footing beam 6, pump house successively above
Horizon 5, pump house 10, lock are contained 1 one end and are connected with discharge bay 4, and the other end is connected with intake pool 3, contain 1 close to intake pool 3 one in lock
Side, sets and opens and closes room 11, and anti-flood valve opens and closes room 11, lock platform 16, lock and contains 1, intake pool 3 and discharge bay 4, pump house 10, vertical shaft 2, machine
Group footing beam 6, back work beam 7, foundation ditch 12 and pump house Horizon 5 use steel and concrete structure；Gate 8 is cast iron door, and it is rectangular that lock, which contains 1,
Shape is constructed, and lock contains body interface 17 and uses copper sheet sealing shroud ring, and gate 8 is arranged on the outside of country fair dam, is set outside lock and shares water inlet
Pond 3, the adjacent keying room 11 of pump house 10, its span width is more than 2m, highly more than 2.5m, and unit footing beam 6 is set under pump house Horizon,
Unit 9 is arranged on footing beam, and footing beam divides into back work beam 7.
The present invention is located by exporting the inner in culverts and water gates, the setting pump house 10 after anti-flood valve opens and closes room 11, and by vertical shaft 2 and
Vertically Forebay of Pumping Station is made in connection for lock culvert 1, basic using vertical shaft foundation ditch 12 as pump house, pump house and lock body is opened and closed the shared base in room
Contain in the same plane, vertical shaft foundation ditch bottom with lock above plinth, front and rear to be integrally connected, saving construction cost, vertical shaft bottom of foundation ditch
Portion's thickness is more than lock and contains thickness 0.2-05m；Culverts and water gates delivery port shares a pond with pumping plant discharge bay；In electric power facility configuration side
Face, because pump house is connected with gate opening/closing room, can share a set of power transformer facility, merge power system management.It is anti-
Big vast lock and pumping plant share intake pool 3 and discharge bay 4, put pumping plant and anti-flood valve on the outside of country fair dike and the progress that is integrated together during building
Construction.
The width of vertical shaft foundation ditch 12 of the present invention determines that contain 1 design width in lock designs less than pump house foundation ditch 12 according to pump house basis
It is narrow in order to solve pump house area during width, operation is not easy to, the foundation ditch that this section of lock is contained is to the side vertical with road surface or lock culvert
To one side or both sides extension, become pump house basis, silo bottom and lock contain go to the bottom it is in the same plane.Shaft height with
Plane is less than dam crest 0.5m or slightly above Wai Xu lakes highest water level on records on footing beam.
Unit footing beam 6 is set under pump house Horizon, and unit 9 is arranged on footing beam, and footing beam is T-shaped in the same direction with gate, i.e.,
Footing beam sidewards parallel with road surface, other end is placed on lock chamber beam and set, and the material selection and making standard of beam are greater than this
Under total load capacity when unit works, footing beam back work beam 7 is set at about 2m.The side of 5 water inlet pipe of pump house Horizon 14 is whole
Sky remains for printing opacity, is laid with movable bar-mat reinforcement, the side of outlet pipe 15 is cast for Horizon.
The pumping plant power of the assembling unit is set, and is determined according to protective embankments in lakeside areas area is controlled with the history hydrology, it is ensured that can have when flood is produced
Water is discharged protective embankments in lakeside areas by effect.
Trash rack column, forebay flare shape are respectively provided with before intake pool 3 and discharge bay 4.
Outlet piping of pumping station inserts intake pool 3 around room outside is opened and closed, during to prevent outside lake, river draining, occurs lake, river
Pour in down a chimney phenomenon, in addition based on country fair lake water wet season elevation, water check valve is set in delivery port.
Regulation production water level in outer lake stage, it is necessary to when reducing water level in country fair, be less than interior country fair water level, starting gate 8, water body
From spilling out；When outer lake stage is higher than interior country fair, closed shutter 8 enables pumping plant 9 and inhales power water lift, interior country fair water body is discharged.
The present invention, by lock station Integral design, together constructs in the construction plan design phase in construction.Save pumping plant base
Plinth, reduce into and out of pond repeated construction；Reduced country fair dike section water outlet steel pipe, especially using Xu Di as turnpike road, it is necessary to
The flood control country fair dykes and dams that lock body is longer, buried depth is larger constructed.By present invention design, it doubly make use of the culvert pipe constructed and erect
Well, has saved construction cost, facilitates later maintenance.
Pump house of the present invention, gate opening/closing room are with side connection one, and lock, power system of standing share transformer, not only
Cost has been saved, and has obtained in terms of routine use and management service very big convenience.
Brief description of the drawings
Fig. 1 is anti-flood valve of the present invention and drainage pumping stations integrative-structure profile.
Fig. 2 is anti-flood valve of the present invention and drainage pumping stations integrative-structure profile partial enlarged drawing.
Fig. 3 is anti-flood valve of the present invention and drainage pumping stations integrative-structure top view.
In figure：1 is that lock is contained, 2 is vertical shaft, 3 is intake pool, 4 is discharge bay, 5 is pump house Horizon, 6 is unit footing beam, 7
For back work beam, 8 be gate, 9 be unit, 10 be pump house, 11 be anti-flood valve open and close room, 12 be foundation ditch, 13 be Xu Dibadao
Road, 14 be water inlet pipe, 16 be lock platform, 17 be lock contain body cast interface.
Embodiment
In order that the technical means, the inventive features, the objects and the advantages of the present invention are easy to understand, tie below
Conjunction is specifically illustrating, and the present invention is expanded on further.
With reference to lake country fair history hydrologic regime, according to diversion and draining needs, planning and designing anti-flood valve and drainage pumping stations one
Structure, wherein discharge bay 4, lock contain 1, vertical shaft 2, pump house 10, open and close room 11, gate 8, and intake pool 3 is sequentially set from inside to outside by Xu Ba
Put, vertical shaft 2 sets up back work beam 7, unit footing beam 6, pump house Horizon 5, pump house 10 successively above, lock contain 1 one end with
Discharge bay 4 is connected, and the other end is connected with intake pool 3, contains 1 close to the side of intake pool 3 in lock, sets and open and close room 11, anti-flood valve is opened
Close room 11, lock platform 16, lock and contain 1, intake pool 3 and discharge bay 4, pump house 10, vertical shaft 2, unit footing beam 6, back work beam 7, base
Hole 12 and pump house Horizon 5, using steel and concrete structure；Gate 8 is cast iron door, and lock contains 1 square configuration, and inside dimension is 2.0m*
2.0m, wall thickness 0.5m；Lock contains body interface 17 and uses copper sheet sealing shroud ring.Gate 8 is cylinder iron constructed, and is arranged on the outside of country fair dam,
Discharge bay is set to double as intake pool 3 outside lock, discharge bay is bell-mouth structure of air；The adjacent keying room 11 of pump house 10, for convenience of operation,
Its span width is set to 2.5m, is highly set to 3m.
The foundation ditch of vertical shaft hypomere lock culvert is extended into 0.5m to the direction both sides vertical with road surface altogether, pump house base is made
Plinth, vertical shaft free height is so that plane on footing beam is less than dam crest 0.5m or is slightly above outer country fair history water level.
Unit footing beam 6 is set under pump house Horizon, and unit 9 is arranged on footing beam, and footing beam is T-shaped in the same direction with gate, i.e.,
Footing beam sidewards parallel with road surface, other end is placed on lock chamber beam and set, and the material selection and making standard of beam are greater than this
Total load capacity when unit works, is safeguarded for ease of installation operation and later stage to equipment, under footing beam at about 2m
If back work beam 7.The side of 5 water inlet pipe of pump house Horizon 14 whole sky remains for printing opacity, is laid with movable bar-mat reinforcement, water outlet
Pipe side is cast for Horizon.
The pumping plant power of the assembling unit is set, and is determined according to protective embankments in lakeside areas area is controlled with the history hydrology, it is ensured that can have when flood is produced
Water is discharged protective embankments in lakeside areas by effect.
On power configuration, the station power system of design lock shares transformer.
Anti-flood valve two ends are respectively provided with trash rack column, forebay flare shape before turnover pond.
Outlet piping of pumping station inserts intake pool 3 around room outside is opened and closed, during to prevent outside lake, river draining, occurs Wai Hu, river
Water pours in down a chimney phenomenon, in addition based on country fair lake wet season elevation, and water check valve is set in delivery port.
Regulation production water level in outer lake stage, it is necessary to when reducing water level in country fair, be less than interior country fair water level, starting gate 8, water body
From spilling out；When outer lake stage is higher than interior country fair, closed shutter 8 enables pumping plant 9 and inhales power water lift, interior country fair water body is discharged.
Claims (6)
1. anti-flood valve and drainage pumping stations integrative-structure, including lock contains (1), vertical shaft (2), intake pool (3), discharge bay (4), pump house
Flat (5), unit footing beam (6), back work beam (7), gate (8), unit (9), pump house (10), anti-flood valve open and close room (11),
Foundation ditch (12), country fair dykes and dams road（13）, water inlet pipe (14), outlet pipe（15）, lock platform (16), lock contain body interface (17), its feature
It is：Discharge bay（4）, lock contain（1）, vertical shaft（2）, pump house（10）, open and close room（11）, gate（8）, intake pool（3）, from country fair dam in
Outer order is set, vertical shaft（2）Set up back work beam successively above（7）, unit footing beam（6）, pump house Horizon（5）, pump
Room（10）, lock contains (1) one end and discharge bay（4）It is connected, the other end and intake pool（3）It is connected, contains (1) close to intake pool in lock
（3）Side, set open and close room (11), anti-flood valve open and close room (11), lock platform (16), lock contain (1), intake pool (3), discharge bay (4),
Pump house (10), vertical shaft (2), unit footing beam (6), back work beam（7）, foundation ditch（12）And pump house Horizon (5) uses steel reinforced concrete knot
Structure；Gate (8) is cast iron door, and it is rectangular configuration that lock, which contains (1), and lock contains body interface (17) and uses copper sheet sealing shroud ring, gate
(8) it is arranged on the outside of country fair dam, is set outside lock and share intake pool (3), the adjacent keying room (11) of pump house (10), its span width is big
In 2m, highly more than 2.5m, unit footing beam (6) is set, and unit (9) is arranged on footing beam, under footing beam under pump house Horizon
If back work beam (7).
2. anti-flood valve and drainage pumping stations integrative-structure according to claim 1, it is characterized in that：Intake pool（3）And discharge bay（4）
Before be respectively provided with trash rack column.
3. anti-flood valve and drainage pumping stations integrative-structure according to claim 1, it is characterized in that：Its foundation ditch is contained (1) section in lock and set
When counting width less than pump house foundation ditch (12) design width, one side or both sides that foundation ditch contains vertical direction to lock extend.
4. anti-flood valve and drainage pumping stations integrative-structure according to claim 1, it is characterized in that：Its silo bottom is contained with lock goes to the bottom
In the same plane, shaft height is less than dam crest 0.5m.
5. anti-flood valve and drainage pumping stations integrative-structure according to claim 1, it is characterized in that：Its back work beam is in footing beam
At lower 2m.
6. anti-flood valve and drainage pumping stations integrative-structure according to claim 1, it is characterized in that：Its outlet pipe (15) is around keying
Intake pool is inserted on the outside of room（3）, delivery port setting water check valve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510768030.1A CN105369779B (en) | 2015-11-12 | 2015-11-12 | Anti-flood valve and drainage pumping stations integrative-structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510768030.1A CN105369779B (en) | 2015-11-12 | 2015-11-12 | Anti-flood valve and drainage pumping stations integrative-structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105369779A CN105369779A (en) | 2016-03-02 |
| CN105369779B true CN105369779B (en) | 2017-10-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510768030.1A Expired - Fee Related CN105369779B (en) | 2015-11-12 | 2015-11-12 | Anti-flood valve and drainage pumping stations integrative-structure |
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| Country | Link |
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| CN (1) | CN105369779B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN113216105A (en) * | 2021-04-28 | 2021-08-06 | 中国电建集团华东勘测设计研究院有限公司 | Semi-gravity drainage system of pumped storage power station and control method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201972142U (en) * | 2011-04-11 | 2011-09-14 | 冯保玉 | Shaft lifting type water power station |
| CN102505733A (en) * | 2011-11-15 | 2012-06-20 | 上海市水利工程设计研究院 | Double-layered pump gate arrangement structure |
| KR20150049738A (en) * | 2013-10-31 | 2015-05-08 | 한국건설기술연구원 | Water-quality management system and water-quality management method for retarding basin |
| CN205205789U (en) * | 2015-11-12 | 2016-05-04 | 李春劲 | A flood control floodgate and drainage pumping stations body structure |
-
2015
- 2015-11-12 CN CN201510768030.1A patent/CN105369779B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201972142U (en) * | 2011-04-11 | 2011-09-14 | 冯保玉 | Shaft lifting type water power station |
| CN102505733A (en) * | 2011-11-15 | 2012-06-20 | 上海市水利工程设计研究院 | Double-layered pump gate arrangement structure |
| KR20150049738A (en) * | 2013-10-31 | 2015-05-08 | 한국건설기술연구원 | Water-quality management system and water-quality management method for retarding basin |
| CN205205789U (en) * | 2015-11-12 | 2016-05-04 | 李春劲 | A flood control floodgate and drainage pumping stations body structure |
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| Publication number | Publication date |
|---|---|
| CN105369779A (en) | 2016-03-02 |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171017 Termination date: 20181112 |
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| CF01 | Termination of patent right due to non-payment of annual fee |