CN107419796B - Siphon type rainwater grate drainage system - Google Patents

Siphon type rainwater grate drainage system Download PDF

Info

Publication number
CN107419796B
CN107419796B CN201710686788.XA CN201710686788A CN107419796B CN 107419796 B CN107419796 B CN 107419796B CN 201710686788 A CN201710686788 A CN 201710686788A CN 107419796 B CN107419796 B CN 107419796B
Authority
CN
China
Prior art keywords
rainwater
buried
vortex
guide plates
well
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.)
Active
Application number
CN201710686788.XA
Other languages
Chinese (zh)
Other versions
CN107419796A (en
Inventor
段晓彤
马锦
赵国政
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Railway Construction Group Co Ltd
Original Assignee
China Railway Construction Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Railway Construction Group Co Ltd filed Critical China Railway Construction Group Co Ltd
Priority to CN201710686788.XA priority Critical patent/CN107419796B/en
Publication of CN107419796A publication Critical patent/CN107419796A/en
Application granted granted Critical
Publication of CN107419796B publication Critical patent/CN107419796B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/04Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/0401Gullies for use in roads or pavements
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/04Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/06Gully gratings

Landscapes

  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Road Paving Structures (AREA)

Abstract

The invention discloses a siphon type rainwater grate drainage system, which comprises a rainwater grate arranged at the upper part of a shaft, wherein the rainwater grate comprises a fixed frame, the fixed frame is fixedly connected with the head ends of a plurality of vortex-resistant guide plates, the tail ends of the vortex-resistant guide plates extend backwards, the top surfaces of the vortex-resistant guide plates gradually rise upwards from the tail ends to the head ends, the tops of the vortex-resistant guide plates are fixedly connected with one end of an air partition plate horizontally arranged between the tail ends and the head ends of the vortex-resistant guide plates, the other ends of the air partition plate extend backwards and correspond to the size of the shaft, the bottom of the shaft is communicated with a buried transverse pipe, the buried transverse pipe is communicated with a buried vertical pipe, and the buried vertical pipe is communicated with a rainwater drainage well. The invention has the beneficial effects that: the siphon effect can be utilized to realize the functions of rapid suction and discharge of the rainwater on the road surface.

Description

Siphon type rainwater grate drainage system
Technical Field
The invention relates to the technical field of municipal drainage systems, in particular to a siphon rainwater grate drainage system.
Background
The water outlet installed in municipal road construction at present is a traditional common water drainage grate. The conventional common drainage grate has large volume, occupies too much space and has poor drainage effect, and when the amount of rainwater is too large, the conventional drainage grate obviously cannot drain road surface ponding rapidly at a drainage rate, so that deep ponding is easily formed on the road surface.
Above-mentioned traditional drainage comb, drainage efficiency is low, easily forms ponding on the road surface, and road ponding not only influences urban surface appearance, road traffic safety, and ponding soaks simultaneously also can destroy road surface, road bed, damages the road.
For the problems in the related art, no effective solution has been proposed at present.
Disclosure of Invention
Aiming at the technical problems in the related art, the invention provides a siphon rainwater grate drainage system which can realize the functions of rapidly sucking and draining the rainwater on the road surface.
In order to achieve the technical purpose, the technical scheme of the invention is realized as follows:
the utility model provides a hydrocone type rainwater grate drainage system, includes the rainwater grate that sets up in pit shaft upper portion, the rainwater grate includes fixed frame, the head end of a plurality of vortex deflectors of fixed connection on the fixed frame, the tail end of vortex deflectors of preventing extends backward, just the top surface of vortex deflectors of preventing upwards rises gradually from its tail end to head end, a plurality of the top of vortex deflectors of preventing is at the one end of the air baffle that fixed connection level set up between its tail end and head end, the other end of air baffle extends backward and with the size of pit shaft corresponds, the bottom intercommunication of pit shaft has buried the violently pipe, buried the violently pipe intercommunication has buried the riser, buried the riser intercommunication rainwater drainage well, buried the violently pipe, buried the riser through the difference in height with the rainwater grate forms the negative pressure district jointly.
Further, a well wall is arranged on the outer side of the well shaft, an opening matched with the fixed frame is formed in the well wall, and a well ring and a well cover are arranged at the top of the well wall.
Further, the part of the buried vertical pipe communicated with the rainwater drainage well is a positive pressure area.
Further, the fixing frame is positioned on the curbstone at the top of the road pavement.
Further, the rainwater drainage well is communicated with the atmosphere.
The invention has the beneficial effects that: the siphon effect can be utilized to realize the functions of rapid suction and discharge of the rainwater on the road surface.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings that are needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic diagram of a siphon type rain grate drainage system according to an embodiment of the present invention;
FIG. 2 is a schematic view of a rain grate according to an embodiment of the present invention;
fig. 3 is a schematic view of a structure of a rain grate according to an embodiment of the present invention when installed.
In the figure:
1. a fixed frame; 2. vortex-preventing flow guide plates; 3. an air separator; 4. A well ring; 5. a well cover; 6. burying a horizontal pipe; 7. a wellbore; 8. a well wall; 9. a buried stand pipe; 10. a rain water drainage well; 11. road pavement; 12. curbstone.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which are derived by a person skilled in the art based on the embodiments of the invention, fall within the scope of protection of the invention.
As shown in fig. 1-3, according to an embodiment of the present invention, a siphon-type rainwater grate drainage system includes a rainwater grate disposed at an upper portion of a shaft 7, the rainwater grate includes a fixed frame 1, a plurality of head ends of vortex-preventing deflectors 2 are fixedly connected to the fixed frame 1, tail ends of the vortex-preventing deflectors 2 extend backward, top surfaces of the vortex-preventing deflectors 2 gradually rise upward from the tail ends to the head ends, a plurality of top surfaces of the vortex-preventing deflectors 2 are fixedly connected with one ends of an air baffle 3 disposed horizontally between the tail ends and the head ends, the other ends of the air baffle 3 extend backward and correspond to the size of the shaft 7, a buried cross pipe 6 is connected to the bottom of the shaft 7, a buried vertical pipe 9 is connected to the buried vertical pipe 6, the buried vertical pipe 9 is connected to a rainwater drainage well 10, and the buried cross pipe 6 and the buried vertical pipe 9 form a negative pressure region together through a height difference with the rainwater grate.
In a specific embodiment of the present invention, a well wall 8 is disposed at the outer side of the well bore 7, an opening matched with the fixed frame 1 is formed on the well wall 8, and a well ring 4 and a well lid 5 are disposed at the top of the well wall 8.
In one embodiment of the present invention, the part of the buried stand pipe 9 communicating with the rainwater drainage well 10 is a positive pressure area.
In one embodiment of the present invention, the fixing frame 1 is located on the curb stone 12 on top of the road surface 11.
In one embodiment of the invention, the rain drain well 10 is in communication with the atmosphere.
In order to facilitate understanding of the above technical solutions of the present invention, the following describes the above technical solutions of the present invention in detail by a specific usage manner.
The fixed connection mode can be replaced by conventional technical means such as bolt connection, clamping connection and the like.
The system utilizes the energy generated by the height difference between the road surface and the municipal rainwater pipeline, and adjusts the configuration of the pipeline through accurate calculation, so as to balance the head loss, the water pressure and the flow velocity of the system pipe network. Under the design state, the pipeline reaches a full pipe flow state, so that a road system for rapidly sucking and discharging the rainwater on the road surface is realized.
The main working process of the system is roughly divided into the following steps: in the early stage of rainfall, when the rainwater height at the road surface 11 does not exceed the water collection depth of the air partition plate 3, the working condition of the whole drainage system is the same as that of the gravity drainage system. Along with the duration of rainfall, when the rainwater height of road surface 11 department reaches air separator 3 catchment degree of depth, owing to adopted vortex-proof flow guide plate 2, through vortex-proof flow guide plate 2 steerable rainwater flow and adjustment flow state avoid the vortex, can prevent the air entrained when rainwater gets into the system through air separator 3 simultaneously, make each pipeline in the system be full flow state, when the water flow increase water level increases and when the height of air separator 3 is walked, the below of air separator 3 is full flow state, the flowing water can not form the vortex simultaneously, can prevent to take the air through steady rivers, thereby the separation air gets into in this system.
By utilizing the potential energy of the height of the road surface 11 and the height of the rainwater grate, when rainwater continuously flows through the buried transverse pipe 6 and is transferred into the buried vertical pipe 9 to fall, a siphon action is formed, a negative pressure area is formed, the maximum negative pressure is formed in the pipe where the buried transverse pipe 6 is transferred into the buried vertical pipe 9, and the rainwater at the road surface 11 is discharged to the rainwater drainage well 10 communicated with the atmosphere at a higher flow rate under the suction action of the negative pressure in the pipeline.
The fixing frame 1 and the vortex-preventing guide plate 2 can prevent road surface garbage, fallen leaves and the like from entering the drainage system in the drainage process, so that the drainage system is prevented from being blocked by garbage. After a certain time, the well cover 5 can be opened to clean the garbage in the rainwater grate, so that the smoothness of the drainage system is kept.
In summary, by means of the technical scheme of the invention, the siphon effect can be utilized to realize the functions of rapidly sucking and discharging the rainwater on the road surface.
The foregoing description of the preferred embodiments of the invention is not intended to be limiting, but rather is intended to cover all modifications, equivalents, alternatives, and improvements that fall within the spirit and scope of the invention.

Claims (2)

1. The utility model provides a hydrocone type rainwater grate drainage system, includes the rainwater grate that sets up in pit shaft (7) upper portion, its characterized in that, the rainwater grate includes fixed frame (1), the head end of a plurality of vortex guide plates (2) of fixedly connected on fixed frame (1), the tail end of vortex guide plates (2) is extended backward, just the top surface of vortex guide plates (2) is upwards lifted gradually from its tail end to head end, a plurality of the top of vortex guide plates (2) is at the one end of air baffle (3) that fixed connection level set up between its tail end and head end, the other end of air baffle (3) extend to the rear and with pit shaft (7) size is corresponding, the bottom intercommunication of pit shaft (7) has buried cross pipe (6), buried cross pipe (6) intercommunication has buried riser (9), buried riser (9) intercommunication rainwater drainage well (10), buried cross pipe (6), buried riser (9) form together through the difference in height with rainwater between the head end and the rainwater, buried riser (9) are located in the road (12) and are located in the road and are fixed in the pit (12), the road is located in the top of pit (1).
2. The siphon-type rainwater grate drainage system according to claim 1, wherein a well wall (8) is arranged on the outer side of the well shaft (7), an opening matched with the fixed frame (1) is formed in the well wall (8), and a well ring (4) and a well cover (5) are arranged at the top of the well wall (8).
CN201710686788.XA 2017-08-11 2017-08-11 Siphon type rainwater grate drainage system Active CN107419796B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710686788.XA CN107419796B (en) 2017-08-11 2017-08-11 Siphon type rainwater grate drainage system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710686788.XA CN107419796B (en) 2017-08-11 2017-08-11 Siphon type rainwater grate drainage system

Publications (2)

Publication Number Publication Date
CN107419796A CN107419796A (en) 2017-12-01
CN107419796B true CN107419796B (en) 2023-09-15

Family

ID=60437916

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710686788.XA Active CN107419796B (en) 2017-08-11 2017-08-11 Siphon type rainwater grate drainage system

Country Status (1)

Country Link
CN (1) CN107419796B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109399084A (en) * 2018-12-14 2019-03-01 马钢集团矿业有限公司 A kind of organized pollution discharge structure of band conveyer corridor and method

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2641166Y (en) * 2003-08-19 2004-09-15 张世杰 Cover for drainage ditch
JP3132038U (en) * 2007-03-12 2007-05-31 黄健堯 Load bearing grating
BE1016948A6 (en) * 2006-01-18 2007-10-02 Puljiz Georges Emile Trap of court (sterfput).
CN101265722A (en) * 2008-05-12 2008-09-17 北京市水利科学研究所 Environment-friendly type roads rain inlet
CN201436329U (en) * 2009-07-17 2010-04-07 上海市城市建设设计研究院 Overhead drain and water collection well grates
CN103526824A (en) * 2012-07-02 2014-01-22 上海佳长环保科技有限公司 Square stereoscopic rainwater grate
CN204401755U (en) * 2015-01-21 2015-06-17 重庆交通大学 A kind of dewatering in siphon type filtration system for urban road
CN206034613U (en) * 2016-08-31 2017-03-22 谢润峰 Novel water discharging floor drain
CN207160197U (en) * 2017-08-11 2018-03-30 中铁建设集团有限公司 A kind of hydrocone type rain perforaled strainer drainage system

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2641166Y (en) * 2003-08-19 2004-09-15 张世杰 Cover for drainage ditch
BE1016948A6 (en) * 2006-01-18 2007-10-02 Puljiz Georges Emile Trap of court (sterfput).
JP3132038U (en) * 2007-03-12 2007-05-31 黄健堯 Load bearing grating
CN101265722A (en) * 2008-05-12 2008-09-17 北京市水利科学研究所 Environment-friendly type roads rain inlet
CN201436329U (en) * 2009-07-17 2010-04-07 上海市城市建设设计研究院 Overhead drain and water collection well grates
CN103526824A (en) * 2012-07-02 2014-01-22 上海佳长环保科技有限公司 Square stereoscopic rainwater grate
CN204401755U (en) * 2015-01-21 2015-06-17 重庆交通大学 A kind of dewatering in siphon type filtration system for urban road
CN206034613U (en) * 2016-08-31 2017-03-22 谢润峰 Novel water discharging floor drain
CN207160197U (en) * 2017-08-11 2018-03-30 中铁建设集团有限公司 A kind of hydrocone type rain perforaled strainer drainage system

Also Published As

Publication number Publication date
CN107419796A (en) 2017-12-01

Similar Documents

Publication Publication Date Title
CN103074934B (en) Sewer well lid
CN102635157A (en) Siphoning type rainwater drainage and recovery system
CN201695334U (en) Bridge deck siphon drainage system
CN107419796B (en) Siphon type rainwater grate drainage system
CN204530462U (en) Elevated rain gathering system
CN207160197U (en) A kind of hydrocone type rain perforaled strainer drainage system
CN104631313A (en) Elevated rainwater collection system
CN208844706U (en) A kind of energy dissipating well of the pressure pipeline with automatic coupling device
CN206646747U (en) Building roof rainwater-collecting utilization of resources system
CN214613574U (en) Bridge drainage system
CN215253321U (en) Drainage system of underpass tunnel
CN210117787U (en) Underground garage drainage system
CN210857472U (en) Bury formula dispersion regulation storage battery system
CN107435369A (en) Storage pond under river course
CN107060054A (en) A kind of functional rain well for adapting to rainfall
CN210369240U (en) Sponge city rainwater outlet structure
CN209011283U (en) A kind of sponge novel urban rainwater separate system
CN207794261U (en) A kind of Integral rain solid-liquid separation system
CN113846740A (en) Initial rainwater collecting device
CN206859319U (en) A kind of Novel water tank hydrating structure
CN207435096U (en) A kind of double-cyclone rainwater treatment device
CN206121273U (en) Rainwater riser separator
CN213014572U (en) Town road inlet for stom water
CN208465289U (en) Rainwater-collecting hanging basket device
CN103351037B (en) Oily wastewater and sludge treatment device and treatment method thereof

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant