CN205348280U - Fluted body area outlet water pool formula pump station mound wall structure - Google Patents
Fluted body area outlet water pool formula pump station mound wall structure Download PDFInfo
- Publication number
- CN205348280U CN205348280U CN201620068525.3U CN201620068525U CN205348280U CN 205348280 U CN205348280 U CN 205348280U CN 201620068525 U CN201620068525 U CN 201620068525U CN 205348280 U CN205348280 U CN 205348280U
- Authority
- CN
- China
- Prior art keywords
- outlet water
- water pool
- pump station
- discharge bay
- pier wall
- 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.)
- Expired - Fee Related
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 29
- 238000005086 pumping Methods 0.000 claims description 29
- 238000010276 construction Methods 0.000 claims description 15
- 238000011144 upstream manufacturing Methods 0.000 claims description 4
- 239000008400 supply water Substances 0.000 abstract description 3
- 241001310793 Podium Species 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007257 malfunction Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
Classifications
-
- 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
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B10/00—Integration of renewable energy sources in buildings
- Y02B10/50—Hydropower in dwellings
Landscapes
- Barrages (AREA)
Abstract
The utility model discloses a fluted body area outlet water pool formula pump station mound wall structure, including outlet water pool (3), bottom plate (5) and a plurality of dun qiang (1), install perpendicularly dunqiang (1) on bottom plate (5), parallel arrangement between dun qiang (1), its characterized in that: it is equipped with mound wall recess (2) all to correspond on dun qiang (1), outlet water pool (3) are located in mound wall recess (2), outlet water pool (3) with form from the discharge orifice between bottom plate (5). The utility model discloses the whole side downriver of submerged structure of mound wall formula pump station pump house extends to certain length, and the length of extending is greater than outlet water pool's length to set up rectangle recess and outlet water pool structural connection on the wall at the mound that extends, with pump station dun qiang, pump station mound wall bottom plate and three key element structural connections of pump station outlet water pool. The utility model is suitable for a hydraulic and hydroelectric engineering is applicable to and arranges the pump station and need in the same direction as water flow direction and supply water simultaneously to water flow direction both sides.
Description
Technical field
This utility model relates to a kind of concave groove type and takes water tank type pumping plant pier wall construction out of, it is characterized in that pumping plant pier wall construction arranges rectangular recess and is connected with discharge bay structure.
Background technology
At present, the submerged structure of podium type pumping plant pump house generally by base plate, stand pier and retaining wall surrounds, overall submerged structure and pumping plant discharge bay are arranged apart.But, when pumping plant Parallel to the flow direction is arranged on river, and during simultaneously to the water delivery simultaneously of the both sides of water (flow) direction, pumping plant submerged structure and pumping plant discharge bay are arranged apart as easy as rolling off a log causes pumping plant cisco unity malfunction because sedimentation dislocation, if also needing to ensure, river has from row function, then it is bigger unfavorable construction to be brought.
Utility model content
In order to overcome podium type pumping plant submerged structure that existing Parallel to the flow direction is arranged on the river deficiency arranged apart with pumping plant discharge bay, this utility model provides a kind of concave groove type to take water tank type pumping plant pier wall construction out of, this utility model is applicable to Parallel to the flow direction and arranges pumping plant and need to supply water to water (flow) direction both sides simultaneously, this pier wall construction can not only ensure the globality of pumping plant, moreover it is possible to simultaneously ensure river from row function.
This utility model solves its technical problem and be employed technical scheme comprise that, a kind of concave groove type takes water tank type pumping plant pier wall construction out of, including discharge bay, base plate and several Dun Qiang, Dun Qiang is vertically mounted on described base plate, it be arranged in parallel between pier wall, it is characterized in that: be all correspondingly provided with pier wall groove on described Dun Qiang, described discharge bay is seated in pier wall groove；Formed from discharge orifice between described discharge bay and described base plate.
Preferably, bottom described discharge bay, the key-wall preventing discharge bay from moving is set by Dun Qiangchu.
Preferably, described Dun Qiang is provided with symmetrically arranged pier wall gate slot, and pier wall gate slot is distributed in side, described discharge bay upstream and downstream.
Preferably, described pier wall groove is arranged in the described Dun Qiang end in downstream.
Compared with prior art, the beneficial effects of the utility model are:
First, the submerged structure entirety downstream side of podium type pumping plant pump house extends to certain length, the length extended is more than the length of discharge bay, and rectangular recess is set on the Dun Qiang extended is connected with discharge bay structure, the size of rectangular recess is suitable with the size of discharge bay, arranges the key-wall preventing discharge bay from moving bottom discharge bay by Dun Qiangchu.After discharge bay and Dun Qiang are engaged togather, pumping plant starts the discharge bay that supplies water, and the water in discharge bay is carried to Transverse to the flow direction.Under discharge bay Installation Elevation partly as from discharge orifice, it is ensured that river from row function.
Second, this utility model is by pumping plant Dun Qiang, pumping plant pier wall base plate and pumping plant discharge bay three elements structure connect, and the submerged structure entirety downstream side of podium type pumping plant pump house extends to certain length, and arrange rectangular recess on the Dun Qiang extended and be connected with discharge bay structure.This utility model can ensure that pumping plant submerged structure and discharge bay entirety combine, it is achieved facilitating water supply water delivery draining, structure is elegant in appearance, convenient construction.
Accompanying drawing explanation
Fig. 1 is the structural representation that this utility model concave groove type takes water tank type pumping plant pier wall construction out of.
Fig. 2 is the planar configuration figure that concave groove type takes water tank type pumping plant pier wall construction embodiment out of.
Fig. 3 is the A--A sectional view of Fig. 2.
Fig. 4 is the B--B sectional view of Fig. 2.
1 Dun Qiang in figure, 2 pier wall grooves, 3 discharge baies, 4 discharge bay key-walls, 5 base plates, 6 pier wall gate slotes.
Detailed description of the invention
Below in conjunction with drawings and Examples, this utility model is further illustrated.
A kind of concave groove type takes water tank type pumping plant pier wall construction out of, and including discharge bay 3, base plate 5 and several pier walls 1, pier wall 1 is vertically mounted on described base plate 5, be arranged in parallel between pier wall 1.
All being correspondingly provided with pier wall groove 2 on pier wall 1, described discharge bay 3 is seated in pier wall groove 2；Formed from discharge orifice between described discharge bay 3 and described base plate 5.
The key-wall preventing discharge bay from moving is set by Dun Qiangchu bottom discharge bay 3.
Pier wall 1 is provided with symmetrically arranged pier wall gate slot 6, and pier wall gate slot 6 is distributed in side, described discharge bay 3 upstream and downstream.
Pier wall groove 2 is arranged in described pier wall 1 end in downstream.
In FIG, pier wall 1 extends certain length, and the length extended is more than the length of discharge bay 3, and arranges pier wall groove 2 on the pier wall 1 extended and be connected with discharge bay 3 structure, the size of pier wall groove 2 is suitable with the size of discharge bay 3, and discharge bay 3 is placed horizontally in pier wall groove 2.For avoiding discharge bay 3 to be moved under water impact, bottom discharge bay 3, trapezoidal discharge bay key-wall 4 is set near pier wall 1 place；For ensure river from row function, stay under discharge bay 3 Installation Elevation and set drainage space.
In the embodiment depicted in figure 2, pier wall 1 extends certain length with the common downstream side of base plate 5, and discharge bay 3 is seated on pier wall 1, and pier wall 1 upstream and downstream side is provided with symmetrical pier wall gate slot 6 for overhauling and blocking dirt simultaneously.
Cross-section structure as shown in Figure 3 and Figure 4, discharge bay 3 is seated in pier wall groove 2, and is provided with trapezoidal discharge bay key-wall 4 near pier wall 1 place bottom discharge bay 3.Trapezoidal discharge bay key-wall 4 is set bottom discharge bay 3, it is to avoid discharge bay 3 is moved under water impact；Staying under discharge bay 3 Installation Elevation sets from discharge orifice, it is ensured that river from row function.
Claims (4)
1. a concave groove type takes water tank type pumping plant pier wall construction out of, including discharge bay (3), base plate (5) and several Dun Qiang (1), Dun Qiang (1) is vertically mounted on described base plate (5), Dun Qiang be arranged in parallel between (1), it is characterized in that: being all correspondingly provided with pier wall groove (2) on described Dun Qiang (1), described discharge bay (3) is seated in pier wall groove (2)；Formed from discharge orifice between described discharge bay (3) and described base plate (5).
2. concave groove type according to claim 1 takes water tank type pumping plant pier wall construction out of, it is characterised in that: described discharge bay (3) bottom arranges the key-wall preventing discharge bay from moving by Dun Qiangchu.
3. concave groove type according to claim 1 takes water tank type pumping plant pier wall construction out of, it is characterised in that: described Dun Qiang (1) is provided with symmetrically arranged pier wall gate slot (6), and pier wall gate slot (6) is distributed in described discharge bay (3) side, upstream and downstream.
4. concave groove type according to claim 1 takes water tank type pumping plant pier wall construction out of, it is characterised in that: described pier wall groove (2) is arranged in described Dun Qiang (1) end in downstream.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620068525.3U CN205348280U (en) | 2016-01-25 | 2016-01-25 | Fluted body area outlet water pool formula pump station mound wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620068525.3U CN205348280U (en) | 2016-01-25 | 2016-01-25 | Fluted body area outlet water pool formula pump station mound wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205348280U true CN205348280U (en) | 2016-06-29 |
Family
ID=56182079
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620068525.3U Expired - Fee Related CN205348280U (en) | 2016-01-25 | 2016-01-25 | Fluted body area outlet water pool formula pump station mound wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205348280U (en) |
-
2016
- 2016-01-25 CN CN201620068525.3U patent/CN205348280U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| 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: 20160629 |