CN205205789U - A flood control floodgate and drainage pumping stations body structure - Google Patents

A flood control floodgate and drainage pumping stations body structure Download PDF

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Publication number
CN205205789U
CN205205789U CN201520897875.6U CN201520897875U CN205205789U CN 205205789 U CN205205789 U CN 205205789U CN 201520897875 U CN201520897875 U CN 201520897875U CN 205205789 U CN205205789 U CN 205205789U
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CN
China
Prior art keywords
pump house
footing
floodgate
gate
lock
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Expired - Fee Related
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CN201520897875.6U
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Chinese (zh)
Inventor
李春劲
黄秋安
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李春劲
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Priority to CN201520897875.6U priority Critical patent/CN205205789U/en
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Publication of CN205205789U publication Critical patent/CN205205789U/en
Expired - Fee Related legal-status Critical Current
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/20Controlling water pollution; Waste water treatment

Abstract

A flood control floodgate and drainage pumping stations body structure, including the floodgate contain (1), shaft (2), enter outlet water pool (3) and (4), pump house ground flat (5), unit footing roof beam (6), supplementary work roof beam (7), gate (8), unit (9), pump house (10), the floodgate of controlling flood open and close room (11), foundation ditch (12), dykes and dams road surface (13), inlet tube (14), outlet pipe (15), floodgate platform (16), floodgate culvert body interface (17), characterized by: the flood control floodgate opens and close that room (11), floodgate platform (16), floodgate are contained (1), are entered outlet water pool (3) and (4), pump house (10), shaft (2), (5) adoption steel -concrete structure is put down on unit footing roof beam (6), supplementary work roof beam (7), foundation ditch (12) and pump house ground, gate (8) are the cast iron door, and the floodgate is contained (1) and is contained body interface (17) and adopt red copper piece stagnant water shroud ring for rectangle structure, floodgate, and gate (8) set up in the country fair dam outside, pump house (10) adjacent open and close room (11), and its clear width degree is greater than 2m, highly is greater than 2.5m, sets up unit footing roof beam (6) under pump house ground is flat, and install on the footing roof beam unit (9), and supplementary work roof beam (7) are divided into to the footing roof beam.

Description

Flood gate and drainage pumping stations integrative-structure
Technical field
the utility model belongs to flood control and projects for stagnant water drainage technical field, particularly the tectonic sieving of flood gate body and pump house, make use of the culvert pipe and vertical shaft constructed doubly.
Background technology
pumping plant and flood gate are water conservancy project structure common in hydraulic engineering, both conventional methods are arranged on the subtend both sides of country fair dykes and dams usually, discharge to be used as power to water body within the scope of controlled protective embankments in lakeside areas or flow automatically to discharge and introduce and inject, also have because of key element restrictions such as ejectment water conditions, pumping plant and flood gate are arranged in the plane of the different location of Xu Ba.These methods are all that flood gate is put Xu Ba outer end, and the mode of the inner, country fair dam put by pumping plant, so be also all carry out setting respectively to construct when design, construction.In the management in later stage, be also as required pumping plant and flood gate are managed respectively.And along with the prolongation of pumping plant service time, dike outlet pipe crossed by pumping plant can produce aging breakage, because country fair dykes and dams are through being commonly used for turnpike road, maintenance carried out to it and can cause and suspend traffic, causing a lot of inconvenience to the daily production of people, life.
Summary of the invention
the utility model will solve lake, shore protective embankments in lakeside areas flood gate and the discrete subtend of pumping plant is arranged, and manages respectively; The damaged problem being difficult to keep in repair at turnpike road for 13 times of pumping plant outlet pipe.Structure of the present utility model be specially adapted to protective embankments in lakeside areas water level inside and outside riverine, lake, shore fall less place, need to arrange regulation and control control flood gate and the lift pumping station of water level in protective embankments in lakeside areas.Because this type of flood gate and lift pumping station lock body is longer, buried depth is comparatively large, above Xu Di, make turnpike road again.
flood gate and drainage pumping stations combine and design by the utility model, when designing, only need once to design according to local geographical conditions, history hydrologic parameter, the actual of regulatory demand, flood gate and drainage pumping stations are integrally carried out planning and designing.
the utility model mainly comprises lock culvert 1, pond 4, vertical shaft 2, first pond 3, second, pump house Horizon 5, unit footing beam 6, back work beam 7, gate 8, unit 9, pump house 10, flood gate keying room 11, foundation ditch 12, dykes and dams road surface 13, water inlet pipe 14, outlet conduit 15, lock platform 16, lock culvert body interface 17, it is characterized in that: flood gate opens and closes room 11, lock platform 16, lock culvert the 1, first pond 4, pond 3, second, pump house 10, vertical shaft 2, unit footing beam 6, back work beam 7, foundation ditch 12 and pump house Horizon 5 and adopts steel and concrete structure; Gate 8 is cast iron door, it is rectangular configuration that lock contains 1, lock is contained body interface 17 and is adopted copper sheet sealing shroud ring, gate 8 is arranged on outside country fair dam, the adjacent keying room 11 of pump house 10, and its span width is greater than 2m, highly be greater than 2.5m, arrange unit footing beam 6 under pump house Horizon, unit 9 is arranged on footing beam, and footing beam divides into back work beam 7.
the utility model is by locating in culverts and water gates outlet the inner, after lock body opens and closes room 11, pump house 10 is set, and contained by vertical shaft 2 and lock and 1 vertical connection made Forebay of Pumping Station, the basis using vertical shaft foundation ditch 12 as pump house, make pump house and lock body open and close room and share a basis, front and back are integrally connected, and save construction cost, in the same plane with culvert pipe above bottom vertical shaft foundation ditch, vertical shaft foundation ditch bottom thickness is greater than culvert pipe thickness 0.2-05m; Culverts and water gates delivery port and pumping plant discharge bay share a pond; In electric power facility configuration, because pump house is connected with gate opening/closing room, a set of power transformer facility can be shared, merge power system management.Flood gate and pumping plant share the first pond 4, pond 3, second, pumping plant and flood gate to be put together outside country fair dike and be integrated to construct during building.
the utility model vertical shaft foundation ditch 12 width is determined according to pump house basis, culvert pipe 1 design width be less than pump house foundation ditch 12 design width time, narrow in order to solve pump house area, be not easy to operation, the foundation ditch of this section of culvert pipe is expanded to the one side in the direction vertical with road surface or culvert pipe or both sides, make to become pump house basis, silo bottom and culvert pipe are gone to the bottom in the same plane.Shaft height with plane on footing beam lower than dam crest 0.5m or a little more than Wai Xu lake highest water level on records.
unit footing beam 6 is set under pump house Horizon, unit 9 is arranged on footing beam, footing beam and gate are T-shaped in the same way, i.e. footing beam sidewards parallel with road surface, other end is placed on lock chamber beam and arranges, the material selection of beam and production standard are greater than the total load capacity during work of this unit, and under footing beam, about 2m place establishes back work beam 7.The whole sky in pump house Horizon 5 water inlet pipe 14 side remains for printing opacity, lays with movable steel mesh reinforcement, and outlet conduit 15 side is cast for Horizon.
the pumping plant power of the assembling unit is arranged, and determines, guarantee effectively water to be discharged protective embankments in lakeside areas when flood produces according to institute's protective embankments in lakeside areas area of controlling and the history hydrology.
before first pond 3 and the second pond 4, trashrack hurdle is all set, forebay flare shape.
outlet piping of pumping station inserts the first pond 3 outside keying room, during for preventing outside lake, river draining, lake occurs, river pours in down a chimney phenomenon, in addition based on country fair lake water wet season elevation, arrange water check valve at delivery port.
regulate and produce water level, when needing to reduce water level in country fair, lake stage is lower than interior country fair water level outside, starting gate 8, and water body is from spilling out; When lake stage is higher than interior country fair outside, closed shutter 8, enables pumping plant 9 and inhales power water lift, is discharged by interior country fair water body.
the utility model, in the construction plan design stage, by lock station Integral design, is together constructed when constructing.Save pumping plant basis, decrease into and out of pond repeated construction; Reduce over country fair dike section water outlet steel pipe, especially using Xu Di as turnpike road, need the flood control country fair dykes and dams that lock body is longer, buried depth is larger constructed.Designed by the utility model, make use of the culvert pipe and vertical shaft constructed doubly, saved construction cost, facilitated later maintenance.
the utility model pump house, the gate opening/closing room side that coexists connects a place, and lock, power system of standing share converting equipment, have not only saved cost, and obtain very large convenience in routine use and management maintenance.
Accompanying drawing explanation
fig. 1 is the utility model flood gate and drainage pumping stations integrative-structure sectional drawing.
fig. 2 is the utility model flood gate and drainage pumping stations integrative-structure sectional drawing partial enlarged drawing.
fig. 3 is the utility model flood gate and drainage pumping stations integrative-structure top view.
in figure: 1 is that lock is contained, 2 is pump house Horizon, 6 is unit footing beam, 7 is back work beam, 8 is gate, 9 is unit, 10 is pump house, 11 is foundation ditch for flood gate opens and closes room, 12,13 is country fair dykes and dams road, 14 is water inlet pipe, 16 is lock platform, 17 pours into a mould interface for lock culvert body for vertical shaft, 3 to be the first pond, 4 be the second pond, 5.
Detailed description of the invention
the technological means realized to make the utility model, creation characteristic, reaching object and effect is easy to understand, below in conjunction with concrete diagram, setting forth the utility model further.
in conjunction with lake country fair history hydrologic regime, according to diversion and draining needs, planning and designing flood gate and drainage pumping stations integrative-structure, wherein flood gate opens and closes room 11, lock platform 16, lock culvert the 1, first pond 4, pond 3, second, pump house 10, vertical shaft 2, unit footing beam 6, back work beam 7, foundation ditch 12 and pump house Horizon 5, all adopts 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 is contained body interface 17 and is adopted copper sheet sealing shroud ring.Gate 8 cylinder iron constructs, and is arranged on outside country fair dam, and set out pond outside lock and double as the first pond 3, 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 culvert pipe is expanded 0.5m altogether to the both sides, direction vertical with road surface, makes it to become pump house basis, vertical shaft clear height with plane on footing beam lower than dam crest 0.5m or a little more than outer country fair history water level.
unit footing beam 6 is set under pump house Horizon, unit 9 is arranged on footing beam, footing beam and gate are T-shaped in the same way, i.e. footing beam sidewards parallel with road surface, other end is placed on lock chamber beam and arranges, the material selection of beam and production standard are greater than the total load capacity during work of this unit, and safeguard equipment for ease of fitting operation and later stage, under footing beam, about 2m place establishes back work beam 7.The whole sky in pump house Horizon 5 water inlet pipe 14 side remains for printing opacity, and lay with movable steel mesh reinforcement, outlet conduit side is cast for Horizon.
the pumping plant power of the assembling unit is arranged, and determines, guarantee effectively water to be discharged protective embankments in lakeside areas when flood produces according to institute's protective embankments in lakeside areas area of controlling and the history hydrology.
on power configuration, design lock station power system shares converting equipment.
before first pond, the second pond, trashrack hurdle is all set, forebay flare shape.
outlet piping of pumping station inserts the first pond 3 outside keying room, during for preventing outside lake, river draining, outer lake occurs, river pours in down a chimney phenomenon, in addition based on country fair lake wet season elevation, arrange water check valve at delivery port.
regulate and produce water level, when needing to reduce water level in country fair, lake stage is lower than interior country fair water level outside, starting gate 8, and water body is from spilling out; When lake stage is higher than interior country fair outside, closed shutter 8, enables pumping plant 9 and inhales power water lift, is discharged by interior country fair water body.

Claims (6)

1. flood gate and drainage pumping stations integrative-structure, comprise lock and contain (1), vertical shaft (2), first pond (3), second pond (4), pump house Horizon (5), unit footing beam (6), back work beam (7), gate (8), unit (9), pump house (10), flood gate opens and closes room (11), foundation ditch (12), dykes and dams road surface (13), water inlet pipe (14), outlet conduit (15), lock platform (16), lock contains body interface (17), it is characterized in that: flood gate opens and closes room (11), lock platform (16), lock contains (1), first pond (3), second pond (4), pump house (10), vertical shaft (2), unit footing beam (6), back work beam (7), foundation ditch (12) and pump house Horizon (5) adopt steel and concrete structure, gate (8) is cast iron door, it is rectangular configuration that lock contains (1), lock is contained body interface (17) and is adopted copper sheet sealing shroud ring, gate (8) is arranged on outside country fair dam, the adjacent keying room (11) of pump house (10), and its span width is greater than 2m, highly be greater than 2.5m, arrange unit footing beam (6) under pump house Horizon, unit (9) is arranged on footing beam, and footing beam divides into back work beam (7).
2. according to claim 1, flood gate and drainage pumping stations integrative-structure, is characterized in that: the first pond (3) and the second pond (4) are front all arranges trashrack hurdle.
3. flood gate and drainage pumping stations integrative-structure according to claim 1, it is characterized in that: its foundation ditch lock contain (1) section design width be less than pump house foundation ditch (12) design width time, foundation ditch to the vertical direction of culvert pipe or both sides expansion.
4. according to claim 1, flood gate and drainage pumping stations integrative-structure, it is characterized in that: its silo bottom and culvert pipe are gone to the bottom in the same plane, shaft height is lower than dam crest 0.5m.
5. according to claim 1, flood gate and drainage pumping stations integrative-structure, is characterized in that: its back work beam 2m place under footing beam.
6. according to claim 1, flood gate and drainage pumping stations integrative-structure, is characterized in that: its outlet conduit (15) inserts the first pond (3) outside keying room, and delivery port arranges water check valve.
CN201520897875.6U 2015-11-12 2015-11-12 A flood control floodgate and drainage pumping stations body structure Expired - Fee Related CN205205789U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520897875.6U CN205205789U (en) 2015-11-12 2015-11-12 A flood control floodgate and drainage pumping stations body structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520897875.6U CN205205789U (en) 2015-11-12 2015-11-12 A flood control floodgate and drainage pumping stations body structure

Publications (1)

Publication Number Publication Date
CN205205789U true CN205205789U (en) 2016-05-04

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105369779A (en) * 2015-11-12 2016-03-02 李春劲 Flood gate and drainage pump station integrated structure
CN108457365A (en) * 2017-02-20 2018-08-28 天津大学 A kind of stealthy drainage pumping stations of rapid construction

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105369779A (en) * 2015-11-12 2016-03-02 李春劲 Flood gate and drainage pump station integrated structure
CN105369779B (en) * 2015-11-12 2017-10-17 李春劲 Anti-flood valve and drainage pumping stations integrative-structure
CN108457365A (en) * 2017-02-20 2018-08-28 天津大学 A kind of stealthy drainage pumping stations of rapid construction
CN108457365B (en) * 2017-02-20 2020-04-24 天津大学 Invisible drainage pumping station capable of being constructed quickly

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CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160504

Termination date: 20171112