CN206408667U - A kind of backwater gate bottom Accrete clearing device - Google Patents

A kind of backwater gate bottom Accrete clearing device Download PDF

Info

Publication number
CN206408667U
CN206408667U CN201621381424.8U CN201621381424U CN206408667U CN 206408667 U CN206408667 U CN 206408667U CN 201621381424 U CN201621381424 U CN 201621381424U CN 206408667 U CN206408667 U CN 206408667U
Authority
CN
China
Prior art keywords
stainless steel
gate
drilling
pressure
gate bottom
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
Application number
CN201621381424.8U
Other languages
Chinese (zh)
Inventor
董旭
闫毅志
韦国宝
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.)
Kunming University of Science and Technology
Original Assignee
Kunming University of Science and Technology
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 Kunming University of Science and Technology filed Critical Kunming University of Science and Technology
Priority to CN201621381424.8U priority Critical patent/CN206408667U/en
Application granted granted Critical
Publication of CN206408667U publication Critical patent/CN206408667U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model is related to a kind of new backwater gate bottom Accrete clearing device, belongs to hydraulic engineering field.The utility model includes high-pressure pump, gate, stainless steel pressure pipeline, the stainless steel tube with drilling;The gases at high pressure produced by high-pressure pump are circulated into stainless steel tube of the gate bottom with drilling, are washed open the mud and river sand of gate bottom by the effect of gases at high pressure by stainless steel pressure pipeline.The utility model solves regionally more containing husky, mud in water, and silt is easily deposited in the gate bottom of water retaining structure, makes the problem of gate is difficult to unlatching, while can also reduce the long-term maintenance cost of gate, there is more preferable practicality.

Description

A kind of backwater gate bottom Accrete clearing device
Technical field
The utility model is related to a kind of backwater gate bottom Accrete clearing device, belongs to hydraulic engineering field.
Background technology
Sluice refers to be built in river course, channel or lake, Haikou, controls flow using gate and adjust the waterwork of water level Thing.When closed shutter, upper pond level can be raised with flood retention, gear tide, retaining, the need for meeting upstream water intaking or navigation;When During starting gate, with flood discharge, water drainage, sand surfing, water intaking or according to the need for downstream water demand flow can be adjusted.Sluice is in hydraulic engineering In be widely used.But easily it is deposited on gate upstream containing many silts, impurity etc. in the place that part sluice is built, water Bottom.Gate is caused to be hard to turn on.If irregular desilting, gate bottom sediment sludge is excessive, many economic losses will be caused.
The content of the invention
The utility model provides a kind of backwater gate bottom Accrete clearing device, solves more containing husky, mud in water Area, silt is easily deposited in the gate bottom of water retaining structure, makes the problem of gate is difficult to unlatching, while can also reduce gate Long-term maintenance cost.
The technical solution of the utility model is:A kind of backwater gate bottom Accrete clearing device, including high-pressure pump 1, gate 2, Stainless steel tube 3, drilling 4, stainless steel pressure pipeline 5;High-pressure pump 1 is connected with stainless steel pressure pipeline 5, then with drilling Stainless steel tube 3 be connected with stainless steel pressure pipeline 5.Wherein, stainless steel pressure pipeline 5 needs to be embedded in the inside of gate 2, convenient Gate 2 is opened and closed, and high-pressure pump 1 is connected with the closing of stainless steel pressure pipeline 5, and the bottom of gate 2 is provided with stainless steel tube 3, with drilling The closing of stainless steel tube 3 and stainless steel pressure pipeline 5 be connected.Drilling 4 above stainless steel tube 3 with drilling is unsuitable excessive, Prevent large granular impurity from blocking drilling.
Operation principle of the present utility model is:During work, the gases at high pressure produced by high-pressure pump 1 are through stainless steel pressure pipe Road 5 reaches stainless steel tube 3 of the gate bottom with drilling, is gone out by the gas of drilling 4 through high pressure, by the mud of gate bottom And impurity is removed totally.
The beneficial effects of the utility model are:It is simple in construction, it is easy to operate, it is adaptable to which that water retaining structure river water quality is poor Area.The gate bottom that silt is easily deposited in water retaining structure is solved, makes the problem of gate is difficult to unlatching, gate is reduced Long-term maintenance cost.
Brief description of the drawings
Fig. 1 is the plan of backwater gate Accrete clearing device of the present utility model;
Fig. 2 is the side view of backwater gate Accrete clearing device of the present utility model;
Each label in figure:1- high-pressure pumps, 2- gates, 3- stainless steel tubes, 4- drillings, 5- stainless steel pressure pipelines.
Embodiment
The utility model is further described below in conjunction with the accompanying drawings.
Embodiment 1:As shown in Figure 1-2, a kind of backwater gate bottom Accrete clearing device, including it is high-pressure pump 1, gate 2, stainless Steel pipe 3, drilling 4, stainless steel pressure pipeline 5;
The both sides of gate 2 are provided with stainless steel pressure pipeline 5, and the bottom of gate 2 is provided with stainless steel tube 3, stainless steel pressure pipe The lower end stainless steel tube 3 of road 5 is with being connected, and upper end is connected with high-pressure pump 1, and stainless steel tube 3 is provided with drilling 4, by high-pressure pump 1 The gases at high pressure of generation reach stainless steel tube 3 of the gate bottom with drilling through stainless steel pressure pipeline 5, are carried out by drilling 4 Desilting.
Wherein, stainless steel pressure pipeline 5 is embedded in the both sides of gate 2, is fixed together with gate 2, current when preventing from using The impact produced during gate 2 is reached to wash away stainless steel pressure pipeline 5 or it is caused to damage.
In addition the size of drilling 4 and quantity above stainless steel tube 3 are set according to actual use environment, the size of drilling 4 It is unsuitable excessive, prevent large granular impurity from blocking drilling 4, the dense degree of the distribution of drilling 4 also will rationally be set.
Embodiment 2:The present embodiment is identical with the other parts of embodiment 1, and wherein high-pressure pump 1 changes high-pressure hydraulic pump into, work When, the High-Pressure Water produced by high-pressure hydraulic pump reaches stainless steel tube 3 of the gate bottom with drilling through stainless steel pressure pipeline 5, High pressure is flowed through by the water of drilling 4 to go out, and the mud of gate bottom and impurity is removed clean.
Embodiment of the present utility model is explained in detail above in conjunction with accompanying drawing, but the utility model is not It is limited to above-mentioned embodiment, in the knowledge that those of ordinary skill in the art possess, this practicality can also be not being departed from Various changes can be made on the premise of new objective.

Claims (4)

1. a kind of backwater gate bottom Accrete clearing device, it is characterised in that:Including high-pressure pump(1), gate(2), stainless steel tube (3), drilling(4), stainless steel pressure pipeline(5);
The gate(2)Both sides are provided with stainless steel pressure pipeline(5), gate(2)Bottom is provided with stainless steel tube(3), stainless steel pressure Hydraulic piping(5)Lower end stainless steel tube(3)With being connected, upper end and high-pressure pump(1)It is connected, stainless steel tube(3)Provided with drilling (4), by high-pressure pump(1)The gases at high pressure of generation are through stainless steel pressure pipeline(5)Gate bottom is reached with the stainless of drilling Steel pipe(3), pass through drilling(4)Carry out desilting.
2. backwater gate bottom according to claim 1 Accrete clearing device, it is characterised in that:The stainless steel pressure pipeline (5)It is embedded in gate(2)Both sides.
3. backwater gate bottom according to claim 1 Accrete clearing device, it is characterised in that:The stainless steel tube(3)Above Drilling(4)Size and quantity are adjustable.
4. backwater gate bottom according to claim 1 Accrete clearing device, it is characterised in that:The high-pressure pump(1)Replace For high-pressure hydraulic pump.
CN201621381424.8U 2016-12-16 2016-12-16 A kind of backwater gate bottom Accrete clearing device Expired - Fee Related CN206408667U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621381424.8U CN206408667U (en) 2016-12-16 2016-12-16 A kind of backwater gate bottom Accrete clearing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621381424.8U CN206408667U (en) 2016-12-16 2016-12-16 A kind of backwater gate bottom Accrete clearing device

Publications (1)

Publication Number Publication Date
CN206408667U true CN206408667U (en) 2017-08-15

Family

ID=59550908

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621381424.8U Expired - Fee Related CN206408667U (en) 2016-12-16 2016-12-16 A kind of backwater gate bottom Accrete clearing device

Country Status (1)

Country Link
CN (1) CN206408667U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107938616A (en) * 2017-12-28 2018-04-20 中国电建集团贵阳勘测设计研究院有限公司 One kind prevents tail lock gate slot ground sill sediment siltation device
CN113718726A (en) * 2021-09-18 2021-11-30 山脉科技股份有限公司 Automatic dredging method for integrated gate
CN115404933A (en) * 2022-08-25 2022-11-29 北京恒润安科技有限公司 Channel siltation identification method and dredging device
CN115450181A (en) * 2022-10-15 2022-12-09 山西省水利建筑工程局集团有限公司 Water sluicegate intelligent system

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107938616A (en) * 2017-12-28 2018-04-20 中国电建集团贵阳勘测设计研究院有限公司 One kind prevents tail lock gate slot ground sill sediment siltation device
CN113718726A (en) * 2021-09-18 2021-11-30 山脉科技股份有限公司 Automatic dredging method for integrated gate
CN115404933A (en) * 2022-08-25 2022-11-29 北京恒润安科技有限公司 Channel siltation identification method and dredging device
CN115450181A (en) * 2022-10-15 2022-12-09 山西省水利建筑工程局集团有限公司 Water sluicegate intelligent system
CN115450181B (en) * 2022-10-15 2024-03-08 山西省水利建筑工程局集团有限公司 Water conservancy gate intelligent system

Similar Documents

Publication Publication Date Title
CN206408667U (en) A kind of backwater gate bottom Accrete clearing device
CN107327014A (en) A kind of anti-block apparatus of the pre-buried pipeline of water conservancy
CN211215565U (en) Sand setting tank for detection
CN103321179A (en) Self-absorbing reservoir river load removing pipeline system
CN207672512U (en) Channel cleanout structure
CN207567736U (en) Silt arrester water storage intelligence delayed release device
CN207109989U (en) A kind of town road portable drainage system
CN204326155U (en) A kind of infiltration water fetching device
CN206245390U (en) A kind of culvert pipe water channeling type pumping plant
CN104328820B (en) A kind of infiltration water fetching device
CN201850643U (en) Closure deep well self-siphon hydraulic dredging device
CN102261124A (en) Eccentric type curved weir intercepting well
CN112081063A (en) Go into sea mouth and fall siphon system
CN108661100A (en) A kind of reservoir desilting system of novel hydropower driving
CN107558571A (en) Municipal drainage pipeline
CN108729407A (en) Clear husky device is arrheaed in river double flute hardening riverbed exchange
CN206015598U (en) A kind of pipe-line system for hydraulic engineering river regulation
CN205935164U (en) A hydrocone type drainage filter equipment for urban road
CN210140870U (en) Small-flow pipeline water taking arrangement structure
CN204543668U (en) One under water gas rushes soil discharging facility
CN209907330U (en) Submersible gate bottom dredging device
CN208501857U (en) A kind of drainage system that Box-shaped Drainage Culvert is not deposited
CN203487619U (en) Water resource recycling system for city underground engineering construction
CN102912761B (en) Wind force dredging method for river
CN203498994U (en) Eccentric sand-glass type diversion channel

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170815

Termination date: 20181216

CF01 Termination of patent right due to non-payment of annual fee