A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Conch shell type sewer drainage channel structure
The invention discloses a conch shell type sewer drainage channel structure, and belongs to the technical field of urban building facilities. The structure can be arranged on a road structure, and theroad structure is provided with a sewer pipe structure and a wellhead structure; the structure comprises a drainage channel structure body; the drainage channel structure body is located between thewellhead structure and the sewer pipe structure and is in an oblique spiral conch shell shape; the drainage channel structure body is provided with a drainage outlet communicated with a drainage inlet; and the road surface waterlogging water of the road structure is drained along the drainage direction of a sewer pipeline when being drained to the sewer pipe structure through the drainage outlet.According to the structure, waterlogging water from the wellhead structure to the sewer pipe structure can be effectively conducted through the oblique spiral conch shell-shaped drainage channel structure body, and meanwhile, the possibility that drainage water in a sewer flows back to the wellhead structure in the reverse direction can be remarkably reduced, so that the internal pressure of the drainage water in the sewer is increased, the flow speed is higher, the urban inland inundation is prevented from being further intensified while the urban inland inundation is reduced more quickly.
本发明公开了海螺壳式下水道排水通道结构，属于城市建筑设施技术领域。其能够设于一道路结构，道路结构具有下水道管结构和井口结构；包括：排水通道结构；排水通道结构位于井口结构与下水道管结构之间，且排水通道结构为斜螺旋海螺壳状；排水通道结构具有与排水进口相连通的排水出口；道路结构的路面内涝水，经过排水出口排至下水道管结构时为顺势下水道管路排水方向排水。该装置能够通过斜螺旋海螺壳状的排水通道结构，使从井口结构到达下水道管结构的内涝水可以有效传导，同时能够显著降低下水道内的排水逆方向倒灌至井口结构的可能性，从而使下水道内的排水内部压强增大，流速更快，有助于更快消减城市内涝的同时，防止进一步加剧城市内涝。
Conch shell type sewer drainage channel structure
The invention discloses a conch shell type sewer drainage channel structure, and belongs to the technical field of urban building facilities. The structure can be arranged on a road structure, and theroad structure is provided with a sewer pipe structure and a wellhead structure; the structure comprises a drainage channel structure body; the drainage channel structure body is located between thewellhead structure and the sewer pipe structure and is in an oblique spiral conch shell shape; the drainage channel structure body is provided with a drainage outlet communicated with a drainage inlet; and the road surface waterlogging water of the road structure is drained along the drainage direction of a sewer pipeline when being drained to the sewer pipe structure through the drainage outlet.According to the structure, waterlogging water from the wellhead structure to the sewer pipe structure can be effectively conducted through the oblique spiral conch shell-shaped drainage channel structure body, and meanwhile, the possibility that drainage water in a sewer flows back to the wellhead structure in the reverse direction can be remarkably reduced, so that the internal pressure of the drainage water in the sewer is increased, the flow speed is higher, the urban inland inundation is prevented from being further intensified while the urban inland inundation is reduced more quickly.
本发明公开了海螺壳式下水道排水通道结构，属于城市建筑设施技术领域。其能够设于一道路结构，道路结构具有下水道管结构和井口结构；包括：排水通道结构；排水通道结构位于井口结构与下水道管结构之间，且排水通道结构为斜螺旋海螺壳状；排水通道结构具有与排水进口相连通的排水出口；道路结构的路面内涝水，经过排水出口排至下水道管结构时为顺势下水道管路排水方向排水。该装置能够通过斜螺旋海螺壳状的排水通道结构，使从井口结构到达下水道管结构的内涝水可以有效传导，同时能够显著降低下水道内的排水逆方向倒灌至井口结构的可能性，从而使下水道内的排水内部压强增大，流速更快，有助于更快消减城市内涝的同时，防止进一步加剧城市内涝。
Conch shell type sewer drainage channel structure
海螺壳式下水道排水通道结构
SUN HONGTAO (author) / YU RUIFENG (author)
2021-01-19
Patent
Electronic Resource
Chinese
IPC:
E03F
SEWERS
,
Abwasserkanäle
Structure Characteristics of the Hemifusus tuba Conch Shell
| British Library Online Contents | 2011
Lambdoidal Layup of Aragonite Sheets in Conch Shell
| British Library Online Contents | 2007
Structure Characteristics of the Shell of the Conch Hemifusus Tuba
| British Library Online Contents | 2004
Online Contents | 2010