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Pipeline box culvert large drop water drainage system and method
The invention discloses a pipeline connecting box culvert large water drop drainage system and method, solves the problem that in the prior art, an energy dissipation well is large in occupied area, and has the beneficial effects of being small in occupied area and convenient to maintain, and according to the specific scheme, the pipeline connecting box culvert large water drop drainage system comprises a first energy dissipation well, and the first energy dissipation well is provided with a plurality of water inlet pipe culverts; a first anti-scour protection layer is arranged at the bottom in the first energy dissipation well, a first anti-scour plate is pre-buried in the inner wall of the first energy dissipation well, and a mud settling groove is formed in the bottom in the first energy dissipation well; a third cylinder is arranged at the top of the second energy dissipation well, the top of the third cylinder is located on the ground, the second energy dissipation well is located on one side of the first energy dissipation well, the top and the middle in the first energy dissipation well communicate with the second energy dissipation well, the bottom of the second energy dissipation well communicates with the drainage box culvert, an energy dissipation plate is arranged in the second energy dissipation well, and a second impingement plate is embedded in the second energy dissipation well; the energy dissipation plate can rotate relative to the well wall of the second energy dissipation well, and the bottom end of the silt lifting component is located in the silt groove.
本发明公开了一种管道接箱涵大跌水排水系统及方法,解决了现有技术中消能井占地面积大的问题,具有占地面积小,方便维护的有益效果,具体方案如下:一种管道接箱涵大跌水排水系统,包括第一消能井,第一消能井设置若干进水管涵,第一消能井内底部设置第一防冲保护层,第一消能井内壁预埋第一防冲板,第一消能井内底部形成沉泥槽;第二消能井顶部设置第三筒,第三筒顶部位于地面,第二消能井位于第一消能井的一侧,第一消能井内顶部和中部分别与第二消能井连通,第二消能井的底部与排水箱涵连通,第二消能井内设置消能板并预埋有第二防冲板,消能板相对于第二消能井的井壁可转动,沉泥提升部件底端位于沉泥槽内。
Pipeline box culvert large drop water drainage system and method
The invention discloses a pipeline connecting box culvert large water drop drainage system and method, solves the problem that in the prior art, an energy dissipation well is large in occupied area, and has the beneficial effects of being small in occupied area and convenient to maintain, and according to the specific scheme, the pipeline connecting box culvert large water drop drainage system comprises a first energy dissipation well, and the first energy dissipation well is provided with a plurality of water inlet pipe culverts; a first anti-scour protection layer is arranged at the bottom in the first energy dissipation well, a first anti-scour plate is pre-buried in the inner wall of the first energy dissipation well, and a mud settling groove is formed in the bottom in the first energy dissipation well; a third cylinder is arranged at the top of the second energy dissipation well, the top of the third cylinder is located on the ground, the second energy dissipation well is located on one side of the first energy dissipation well, the top and the middle in the first energy dissipation well communicate with the second energy dissipation well, the bottom of the second energy dissipation well communicates with the drainage box culvert, an energy dissipation plate is arranged in the second energy dissipation well, and a second impingement plate is embedded in the second energy dissipation well; the energy dissipation plate can rotate relative to the well wall of the second energy dissipation well, and the bottom end of the silt lifting component is located in the silt groove.
本发明公开了一种管道接箱涵大跌水排水系统及方法,解决了现有技术中消能井占地面积大的问题,具有占地面积小,方便维护的有益效果,具体方案如下:一种管道接箱涵大跌水排水系统,包括第一消能井,第一消能井设置若干进水管涵,第一消能井内底部设置第一防冲保护层,第一消能井内壁预埋第一防冲板,第一消能井内底部形成沉泥槽;第二消能井顶部设置第三筒,第三筒顶部位于地面,第二消能井位于第一消能井的一侧,第一消能井内顶部和中部分别与第二消能井连通,第二消能井的底部与排水箱涵连通,第二消能井内设置消能板并预埋有第二防冲板,消能板相对于第二消能井的井壁可转动,沉泥提升部件底端位于沉泥槽内。
Pipeline box culvert large drop water drainage system and method
一种管道接箱涵大跌水排水系统及方法
WANG QUAN (author) / LIU HUAN (author) / SONG XUSHENG (author) / YANG CHANGLING (author) / WANG CHUANHUI (author) / HUANG MINGXIANG (author)
2023-05-30
Patent
Electronic Resource
Chinese
IPC:
E03F
SEWERS
,
Abwasserkanäle
/
E01F
ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
,
Zusätzliche Baumaßnahmen, wie die Ausstattung von Straßen oder die bauliche Ausbildung von Bahnsteigen, Landeplätzen für Hubschrauber, Wegweisern, Schneezäunen oder dgl.
/
F03B
MACHINES OR ENGINES FOR LIQUIDS
,
Kraft- und Arbeitsmaschinen oder Kraftmaschinen für Flüssigkeiten
/
H02J
CIRCUIT ARRANGEMENTS OR SYSTEMS FOR SUPPLYING OR DISTRIBUTING ELECTRIC POWER
,
Schaltungsanordnungen oder Systeme für die Abgabe oder Verteilung elektrischer Leistung
/
H02S
GENERATION OF ELECTRIC POWER BY CONVERSION OF INFRA-RED RADIATION, VISIBLE LIGHT OR ULTRAVIOLET LIGHT, E.G. USING PHOTOVOLTAIC [PV] MODULES
,
Erzeugung elektrischer Energie durch Umwandlung von Infrarot-Strahlung, sichtbarem Licht oder ultraviolettem Licht, z.B. unter Verwendung von Photovoltaik [PV]-Modulen
Drainage box culvert manholes and drainage box culvert maintenance method
European Patent Office | 2020
|