CN111561036B - Self-pressurization impurity-removal oval-shaped groove drainage channel structure - Google Patents

Self-pressurization impurity-removal oval-shaped groove drainage channel structure Download PDF

Info

Publication number
CN111561036B
CN111561036B CN202010501817.2A CN202010501817A CN111561036B CN 111561036 B CN111561036 B CN 111561036B CN 202010501817 A CN202010501817 A CN 202010501817A CN 111561036 B CN111561036 B CN 111561036B
Authority
CN
China
Prior art keywords
lifting
disc
oval
embedded
wheel
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
CN202010501817.2A
Other languages
Chinese (zh)
Other versions
CN111561036A (en
Inventor
毛飞燕
瞿玲芳
陈文娟
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.)
Mao Feiyan
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN202010501817.2A priority Critical patent/CN111561036B/en
Publication of CN111561036A publication Critical patent/CN111561036A/en
Application granted granted Critical
Publication of CN111561036B publication Critical patent/CN111561036B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/04Pipes or fittings specially adapted to sewers

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)
  • Hydraulic Turbines (AREA)
  • Sewage (AREA)

Abstract

The invention provides a self-pressurization impurity-removing oval-shaped groove drainage channel structure which comprises a main body, a water inlet, a drainage channel, a pressurization wheel and a lifting fence. The device is provided with the pressure boost wheel, can increase the impact force of rivers through the pressure boost wheel and advance to wash with the impurity on the inner wall, can accelerate the speed that water flows into water inlet and outlet canal simultaneously.

Description

Self-pressurization impurity-removal oval-shaped groove drainage channel structure
Technical Field
The invention relates to the technical field of pavement drainage, in particular to an oval-shaped drainage channel.
Background
Oval groove drainage canal refers to the drainage canal that sets up in the bottom on road surface, and the middle part of drainage canal is the hollow part that is oval form, set up like this and to make the mobility of rivers bigger, can increase the efficiency of drainage, set up like this simultaneously and can bury it in the underground on road surface has increased the aesthetic property on road surface, but current oval groove drainage canal can depend on some impurity on the inner wall and be difficult to with its clarity after long-time drainage, simultaneously because bury the water inlet that makes the road surface at the bottom of the earth can be more narrow, because water can be very slow when flowing in has reduced the efficiency of drainage.
Disclosure of Invention
The invention aims to solve the technical problems that the oval-shaped drainage channel is difficult to clean because the oval-shaped drainage channel is buried in the ground bottom, and the drainage efficiency is low because the water inlet is narrow.
The purpose and the effect of the self-pressurizing impurity-removing oval-shaped groove drainage channel structure are achieved by the following specific technical means:
the utility model provides an oval groove drainage canal structure from pressure boost edulcoration, includes main part, water inlet, drainage canal, pressure boost wheel and lift fence, the top end opening of main part is provided with the water inlet, the inside opening of main part is provided with drainage canal, one side embedding of water inlet is provided with the pressure boost wheel, therefore the embedding of water inlet is provided with the lift fence.
Further preferred embodiments: the water inlet is also provided with a water chute, and the opening of the water chute is arranged at one side of the water inlet.
Further preferred embodiments: the pressure increasing wheel further comprises a lifting disc, a rotating disc, a limiting ring, an impact column and a rotating speed wheel, the lifting disc is embedded into one side of the pressure increasing wheel, the impact column is embedded into one side of the lifting disc, and the rotating speed wheel is fixedly connected to the surface of one side of the impact column.
Further preferred embodiments: the rotating disc is embedded in the lifting disc, and the number of tooth marks in the middle of the rotating disc is less than that of tooth marks on the rotating speed wheel.
Further preferred embodiments: the limiting ring is embedded in the middle of the lifting disc, and half area of the limiting ring is arranged in a hollow shape.
Further preferred embodiments: the lifting fence further comprises a connecting disc, an inclined ring, a limiting block and a water outlet groove, the connecting disc is embedded in one side of the lifting fence, and the water outlet groove is embedded in one side of the connecting disc.
Further preferred embodiments: the inclined ring is embedded in the connecting disc.
Further preferred embodiments: the limiting block is fixedly connected to the inside of the connecting disc.
Has the advantages that:
(1) this kind of oval groove drainage canal structure from pressure boost edulcoration is provided with the pressure boost wheel, can let the lift fence descend because of the increase of weight when the rivers in the lift fence are too much, the haulage rope on the lift fence can stimulate the rotary disk in the lifting disk to rotate and emit the line when descending, make the lift fence can descend then can drive the impact column and begin to rotate because of the reason of gear when the rotary disk is rotatory, and make the rotational speed between them different because the quantity of two tooth marks makes the rotational speed between them, make the rotational speed of impact column want faster than the rotational speed of rotary disk, then can the convection current carry out the application of force at surperficial rivers when the impact column rotates, make rivers can have certain impact force to flow into in the drainage canal, make can dash the impurity of depending on the inner wall and fall, accelerate the speed that water flows into in the drainage canal simultaneously.
(2) Then the protrusion can be dragged the spring and rotate at the middle part of spacing ring when the rotary disk is rotatory for can reset when rotatory certain distance and pull up the lift fence, also can drive the rotatory water feeding of impact column when reseing simultaneously and increase the impact force.
(3) At last when the lift fence descends to certain position inside water holds fully rivers can flow through play basin, cause the lift fence can take place to incline because of the reason of weight when flowing, the tilt ring can begin to rotate when the slope, the arch of one side can support the opposite side of stopper when the pivoted, let the lift fence can't continue to incline, then can make the lift fence rise because of not having weight when inside water is whole to flow out, can let the tilt ring turn back and reset the lift fence because dragging that rises to produce when rising, so relapse go up and down to carry out the pressure boost to the rivers.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is an enlarged schematic view of the structure at a in fig. 1 according to the present invention.
Fig. 3 is a side view of the anatomical structure of the interface disc of the present invention.
Fig. 4 is a partial overall structure diagram of the lifting fence of the present invention.
Fig. 5 is a partial overall structural schematic view of the booster wheel of the present invention.
Figure 6 is a side view of the anatomical representation of the booster wheel of the present invention.
In FIGS. 1-6: the water outlet device comprises a main body 1, a water inlet 2, a water chute 201, a drainage channel 3, a pressurizing wheel 4, a lifting disc 401, a rotating disc 4011, a limiting ring 4012, an impact column 402, a rotating speed wheel 4021, a lifting column 5, a connecting disc 501, an inclined ring 5011, a limiting block 5012 and a water outlet groove 502.
Detailed Description
As shown in figures 1 to 6:
the invention provides a self-pressurization impurity-removal oval-shaped groove drainage channel structure which comprises a main body 1, a water inlet 2, a drainage channel 3, a pressurization wheel 4 and a lifting fence 5, wherein the water inlet 2 is arranged at an opening at the top end of the main body 1, the drainage channel 3 is arranged at an opening in the main body 1, the pressurization wheel 4 is embedded into one side of the water inlet 2, and the lifting fence 5 is embedded into the water inlet 2.
Wherein, water inlet 2 is still including guiding gutter 201, and the opening of guiding gutter 201 sets up in one side of water inlet 2, and guiding gutter 201 is the arc recess form setting of incurving simultaneously.
Wherein, pressure boost wheel 4 is still including lifting disk 401, rotary disk 4011, spacing ring 4012, impact post 402 and tacho wheel 4021, and lifting disk 401 embedding sets up in one side of pressure boost wheel 4, and strikes post 402 embedding and sets up in lifting disk 401 one side, and tacho wheel 4021 fixed connection is in one side surface of impact post 402 simultaneously, and the surface of impact post 402 is provided with spiral helicine recess simultaneously for impact post 402 can apply force to the rivers and let rivers can have certain impact force and flow down when rotatory.
The rotating disc 4011 is embedded in the lifting disc 401, the number of teeth marks in the middle of the rotating disc 4011 is less than that of teeth marks on the rotating wheel 4021, and the rotating speeds of the two teeth marks are different due to the fact that the two teeth marks are different, so that the rotating speed of the impact column 402 is higher than that of the rotating disc 4011.
Wherein, the insert of spacing ring 4012 sets up in the middle part of lifting disk 401, and half area of spacing ring 4012 is the setting of cavity form, simultaneously because half of spacing ring 4012 sets up half for solid setting for cavity for half for the rotary disk 4011 can only rotate at hollow portion, and one side of spacing ring 4012 still passes through spring coupling together with rotary disk 4011 one side rectangle form arch.
The lifting fence 5 further comprises a connecting disc 501, an inclined ring 5011, a limiting block 5012 and a water outlet groove 502, wherein the connecting disc 501 is embedded in one side of the lifting fence 5, and the water outlet groove 502 is embedded in one side of the connecting disc 501.
The inclined ring 5011 is embedded in the connecting plate 501, the middle of the inclined ring 5011 is hollow, and a rectangular protrusion is further disposed on one side of the middle of the inclined ring 5011.
The limit block 5012 is fixedly connected to the inside of the connecting pad 501, the limit block 5012 is semicircular, and the limit block 5012 can enable the protruding portion of the inclined ring 5011 to abut against the limit block 5012 during rotation so as to limit the rotation angle of the inclined ring 5011.
The working principle is as follows:
firstly, accumulated water on the road surface can enter the drainage channel 3 through the water filling port 2, then the water flow is discharged through the drainage channel 3, when the water flow enters the water filling port 2, the water flow can be attached to the groove to flow due to the arc-shaped groove of the water chute 201, so that the water flow can flow into the lifting rail 5, then when the water flow in the lifting rail 5 is excessive, the lifting rail 5 can descend due to the increase of the weight, when descending, the traction rope on the lifting rail 5 can pull the rotating disc 4011 in the lifting disc 401 to rotate to discharge a line, so that the lifting rail 5 can descend, and when the rotating disc 4011 rotates, the impact column 402 can be driven to rotate due to the gear, and because the rotating speeds of the two tooth marks are different, the rotating speed of the impact column 402 is higher than that of the rotating disc 4011, then when the impact column 402 rotates, force can be applied to the water flow on the surface, the water flow can flow into the water inlet and outlet channel 3 with a certain impact force, then the protrusion can pull the spring to rotate at the middle part of the limit ring 4012 when the rotating disc 4011 rotates, so that the lifting rail 5 can be pulled up by resetting when rotating to a certain distance, and simultaneously the impact column 402 can be driven to rotate to feed water flow to increase the impact force when resetting, finally the water flow can flow out through the water outlet groove 502 when the lifting rail 5 descends to a certain position and the water in the lifting rail 5 is full, the lifting rail 5 can incline due to the weight when flowing out, the inclined ring 5011 can start to rotate when inclining, the protrusion on one side can abut against the other side of the limit block 5012 when rotating, so that the lifting rail 5 can not incline continuously, then the lifting rail 5 can ascend due to the absence of the weight when the water in the lifting, the inclined ring 5011 can rotate back to reset the lifting rail 5 due to the pull generated by ascending, the water flow is pressurized by repeatedly ascending and descending.

Claims (6)

1. The utility model provides an oval groove drainage canal structure from pressure boost edulcoration, includes main part (1), water inlet (2), drainage canal (3), pressure boost wheel (4) and lift fence (5) its characterized in that: the top end opening of the main body (1) is provided with a water inlet (2), the inner opening of the main body (1) is provided with a drainage channel (3), one side of the water inlet (2) is embedded with a pressurizing wheel (4), the water inlet (2) is embedded with a lifting fence (5), the pressurizing wheel (4) further comprises a lifting disc (401), a rotating disc (4011), a limiting ring (4012), an impact column (402) and a rotating speed wheel (4021), the lifting disc (401) is embedded into one side of the pressurizing wheel (4), the impact column (402) is embedded into one side of the lifting disc (401), the rotating speed wheel (4021) is fixedly connected to one side surface of the impact column (402), the lifting fence (5) further comprises a connecting disc (501), an inclined ring (5011), a limiting block (5012) and a water outlet groove (502), and the connecting disc (501) is embedded into one side of the lifting fence (5), meanwhile, the water outlet groove (502) is embedded in one side of the connecting disc (501).
2. The self-pressurizing impurity-removing oval-shaped drainage channel structure according to claim 1, characterized in that: the water inlet (2) further comprises a water guide groove (201), and an opening of the water guide groove (201) is formed in one side of the water inlet (2).
3. The self-pressurizing impurity-removing oval-shaped drainage channel structure according to claim 1, characterized in that: the rotating disc (4011) is embedded in the lifting disc (401), and the number of tooth marks in the middle of the rotating disc (4011) is less than that of tooth marks on the rotating wheel (4021).
4. The self-pressurizing impurity-removing oval-shaped drainage channel structure according to claim 1, characterized in that: spacing ring (4012) embedding sets up in the middle part of lifting disk (401), and half area of spacing ring (4012) is the setting of cavity form.
5. The self-pressurizing impurity-removing oval-shaped drainage channel structure according to claim 1, characterized in that: the inclined ring (5011) is embedded in the connecting disc (501).
6. The self-pressurizing impurity-removing oval-shaped drainage channel structure according to claim 1, characterized in that: and the limiting block (5012) is fixedly connected to the inside of the connecting disc (501).
CN202010501817.2A 2020-06-04 2020-06-04 Self-pressurization impurity-removal oval-shaped groove drainage channel structure Active CN111561036B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010501817.2A CN111561036B (en) 2020-06-04 2020-06-04 Self-pressurization impurity-removal oval-shaped groove drainage channel structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010501817.2A CN111561036B (en) 2020-06-04 2020-06-04 Self-pressurization impurity-removal oval-shaped groove drainage channel structure

Publications (2)

Publication Number Publication Date
CN111561036A CN111561036A (en) 2020-08-21
CN111561036B true CN111561036B (en) 2021-12-21

Family

ID=72075121

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202010501817.2A Active CN111561036B (en) 2020-06-04 2020-06-04 Self-pressurization impurity-removal oval-shaped groove drainage channel structure

Country Status (1)

Country Link
CN (1) CN111561036B (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100733586B1 (en) * 2006-11-28 2007-06-28 (주)해석 Road structure
CN205776667U (en) * 2016-07-13 2016-12-07 南京万通城市建设设计咨询有限公司 A kind of rain gutter
CN106958286A (en) * 2017-04-10 2017-07-18 九牧厨卫股份有限公司 A kind of fast discharge method of floor drain and fast row's floor drain
CN206956894U (en) * 2017-07-03 2018-02-02 周欣 A kind of municipal gardens drainage arrangement
CN208088050U (en) * 2018-02-02 2018-11-13 南通城欣市政工程有限公司 A kind of Water Drainage of Expressway structure
CN109267641A (en) * 2018-05-07 2019-01-25 李三源 A kind of house house water supply and drainage irrigation canals and ditches furrow bank descaling machine
CN209745093U (en) * 2019-01-22 2019-12-06 青岛裕安石化装备有限公司 Internal scale cleaning device for steam heater

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5452853A (en) * 1994-05-04 1995-09-26 Action Products Marketing Corporation Method and apparatus for spraying grout onto the interior surface of an enclosed elongated cavity
DE10302494B3 (en) * 2003-01-23 2004-09-16 Hans Huber Ag Maschinen- Und Anlagenbau Device for removing screenings from liquid flowing in a channel
DE102016003654A1 (en) * 2016-03-10 2017-09-14 Wllo Se Method for operating a pressure drainage system for wastewater

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100733586B1 (en) * 2006-11-28 2007-06-28 (주)해석 Road structure
CN205776667U (en) * 2016-07-13 2016-12-07 南京万通城市建设设计咨询有限公司 A kind of rain gutter
CN106958286A (en) * 2017-04-10 2017-07-18 九牧厨卫股份有限公司 A kind of fast discharge method of floor drain and fast row's floor drain
CN206956894U (en) * 2017-07-03 2018-02-02 周欣 A kind of municipal gardens drainage arrangement
CN208088050U (en) * 2018-02-02 2018-11-13 南通城欣市政工程有限公司 A kind of Water Drainage of Expressway structure
CN109267641A (en) * 2018-05-07 2019-01-25 李三源 A kind of house house water supply and drainage irrigation canals and ditches furrow bank descaling machine
CN209745093U (en) * 2019-01-22 2019-12-06 青岛裕安石化装备有限公司 Internal scale cleaning device for steam heater

Also Published As

Publication number Publication date
CN111561036A (en) 2020-08-21

Similar Documents

Publication Publication Date Title
CN106930249A (en) A kind of taper volute chamber rotational flow silo flood discharging tunnel system
CN102011383B (en) Hydraulic and wind power dirt remover
CN111561036B (en) Self-pressurization impurity-removal oval-shaped groove drainage channel structure
CN214592789U (en) Yellow peach is planted with device of digging pit
CN111877283B (en) Hydraulically-driven ditch garbage intercepting device for hydraulic engineering
CN109113670B (en) Electric sealing type eddy flow guiding device
CN112252340A (en) Mining device is used in landslide prevention when antiskid for mining engineering withdraws from
CN107762707A (en) Flow force blade device
CN111512741A (en) A equipment of digging pit for fruit tree is planted
CN211975053U (en) Temporary centralized drainage device for water burst of lithologic stratum tunnel
CN113202148B (en) Basement water conservancy diversion pressure limiting structure
CN111593814B (en) House building construction site waste water and rainwater cyclic utilization device
CN211959965U (en) A irrigation equipment for tealeaves is planted
CN211395414U (en) Water conservancy culvert capable of draining water in time
CN216339173U (en) Construction device for car stopping stone pillar
CN200958479Y (en) Two-way impeller submerged pump
CN217266853U (en) Expressway surface concrete crack prosthetic devices
CN110777851B (en) Inspection well cover warning indicator
CN218175763U (en) Multistage telescopic steel dam gate
CN215448291U (en) Reservoir dam piezometer tube maintenance device
CN219654625U (en) Piling device for construction
CN212984118U (en) Drainage plate for accelerating water flow
CN214943982U (en) Plug-in long screw pile machine for piling and preventing soil falling
CN113684906B (en) Profound system drainage structure and use method
CN208236415U (en) A kind of efficient constructing tunnel device

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
CB03 Change of inventor or designer information

Inventor after: Mao Feiyan

Inventor after: Qu Lingfang

Inventor after: Chen Wenjuan

Inventor before: Chen Wenjuan

CB03 Change of inventor or designer information
TA01 Transfer of patent application right

Effective date of registration: 20211125

Address after: 310000 No. 66, Funing lane, Hangzhou, Zhejiang

Applicant after: Mao Feiyan

Address before: 271600 No. 301, Xipo village, bianjiayuan Town, Feicheng City, Tai'an City, Shandong Province

Applicant before: Chen Wenjuan

TA01 Transfer of patent application right
GR01 Patent grant
GR01 Patent grant