CN201232211Y - Mud suction concentration control apparatus for reservoir self-suction type sediment ejection pipe suction head - Google Patents

Mud suction concentration control apparatus for reservoir self-suction type sediment ejection pipe suction head Download PDF

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Publication number
CN201232211Y
CN201232211Y CNU2008201482444U CN200820148244U CN201232211Y CN 201232211 Y CN201232211 Y CN 201232211Y CN U2008201482444 U CNU2008201482444 U CN U2008201482444U CN 200820148244 U CN200820148244 U CN 200820148244U CN 201232211 Y CN201232211 Y CN 201232211Y
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China
Prior art keywords
pipeline
reservoir
control apparatus
suction
buoyancy tank
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Expired - Fee Related
Application number
CNU2008201482444U
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Chinese (zh)
Inventor
陈俊杰
宋莉萱
郭慧敏
朱超
吴国英
高航
江恩惠
张俊华
苏运启
武彩萍
任艳粉
李远发
勾兆莉
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Yellow River Institute of Hydraulic Research
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Yellow River Institute of Hydraulic Research
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Priority to CNU2008201482444U priority Critical patent/CN201232211Y/en
Application granted granted Critical
Publication of CN201232211Y publication Critical patent/CN201232211Y/en
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Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a mud suction concentration control device of a reservoir self-suction type sand draining pipeline mud suction head used on a sludge removing pipeline system in a reservoir area, which comprises a sealing box body suspended on sludge of the reservoir through adjusting the overall weight, a pontoon platform is arranged on the sealing box body, a pipeline lifting instrument is disposed in the center of the pontoon platform, a sand draining pipeline that can be lifted up and down is arranged on the pipeline lifting instrument, a silt content measuring instrument is disposed in the sand draining pipeline, the pipeline sediment concentration can be controlled more accurately and stably in the process of mud suction and moving of the pipeline through controlling the position relation between the pipeline inlet and the slurry liquid level, thereby meeting the functional requirements on purposes of high efficiency, safety and stable sediment discharging of the pipeline system.

Description

The self-priming desilting pipeline soil-suction head of reservoir is inhaled the mud concentration control apparatus
Technical field
The utility model relates to the self-priming desilting pipeline soil-suction head of a kind of reservoir that uses and inhales the mud concentration control apparatus on reservoir area silt displacement pipe-line system.
Technical background
The soil-suction head that uses on reservoir area silt displacement pipe-line system at present can effectively utilize the husky system of row of conduits to carry out reservoir area silt and handle, this soil-suction head, its function mainly lays particular emphasis on the fixed deposit in broken reservoir bottom and makes it to be easy to be inhaled into, and enter the concentration aspect of the husky system of row of conduits silt for more accurate control, there is no special function design.Silt belongs to the high density slurry of fines before some dam, new reservoir reservoir area, be inhaled into pipeline and be very easy to, in this case, soil-suction head in the past is when inhaling mud, especially inhale the bricklayer when doing in moving, the concentration of hydraulic mixture difficulty that stable accurately control enters the silt pipeline is bigger.
Summary of the invention
The objective of the invention is to overcome the deficiencies in the prior art and provide a kind of and can concern by control entrance and slurry liquid level position, be implemented in pipeline and inhale more accurate, more stable control pipeline sediment concentration in mud and the moving process, reach that pipe-line system is efficient, safety, stablize the self-priming desilting pipeline soil-suction head suction of sediment transport purpose reservoir mud concentration control apparatus.
The object of the present invention is achieved like this: comprise by regulating overall weight being suspended in seal case on the fine sediment of reservoir, the buoyancy tank platform is installed on seal case, at buoyancy tank platform center pipeline lifting instrument is installed, the desilting pipeline of oscilaltion is installed on pipeline lifting instrument, in desilting pipeline, is equipped with and contains husky measuring instrument.
Described seal case is four seal cases that are separated from each other, and is the silt passage between four seal cases, and desilting pipeline passes the center of buoyancy tank platform, and its sand inlet is arranged between four seal cases.
Described buoyancy tank platform is circular buoyancy tank platform or square buoyancy tank platform.
The present invention compares with the soil-suction head Accrete clearing device of existing other type, its significant advantage is: can be by control entrance and slurry liquid level position relation, being implemented in that pipeline inhales in mud and the moving process can more accurate, more stable control pipeline sediment concentration, reaches that pipe-line system is efficient, safety, the functional requirement of stablizing the sediment transport purpose.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is a vertical view of the present utility model.
The specific embodiment
As shown in Figure 1, 2, the utility model comprises by regulating overall weight and is suspended in seal case 1 on the fine sediment of reservoir, buoyancy tank platform 2 is installed on seal case 1, at buoyancy tank platform 2 centers pipeline lifting instrument 3 is installed, the desilting pipeline 5 of oscilaltion is installed on pipeline lifting instrument 3, on desilting pipeline 5, is equipped with and contains husky measuring instrument 4.Described seal case 1 is four seal cases that are separated from each other, and is the silt passage between four seal cases, and desilting pipeline 5 passes the center of buoyancy tank platform 2, and its sand inlet is arranged between four seal cases.Described buoyancy tank platform 2 is circular or square buoyancy tank platform.
Seal case 1 is designed to four seal cases that can regulate overall weight, makes whole device to sink at the bottom of the reservoir water, and can be suspended on the fine sediment of reservoir; Four seal cases 1 all are connected on the circular buoyancy tank platform 2; Pipeline lifting instrument 3 is installed in circular buoyancy tank platform 2 centers; Desilting pipeline 5 is connected with pipeline lifting instrument 3, and pipeline lifting instrument 3 can lifting desilting pipeline 5, reaches the purpose of control desilting pipeline 5 positions.Contain husky measuring instrument 4 and be installed on the ducting side wall on the desilting pipeline 5, can measure the concentration of mud, the concentration signal of its feedback reaches optimum efficiency as the foundation of pipeline lifting instrument 3 lifting pipelines to guarantee the concentration of hydraulic mixture that sucks.

Claims (5)

1, the self-priming desilting pipeline soil-suction head of a kind of reservoir is inhaled the mud concentration control apparatus, comprise by regulating overall weight and be suspended in seal case (1) on the fine sediment of reservoir, it is characterized in that: buoyancy tank platform (2) is installed on seal case (1), at buoyancy tank platform (2) center pipeline lifting instrument (3) is installed, the desilting pipeline (5) of oscilaltion is installed on pipeline lifting instrument (3), in desilting pipeline (5), is equipped with and contains husky measuring instrument (4).
2, the self-priming desilting pipeline soil-suction head of reservoir according to claim 1 is inhaled the mud concentration control apparatus, it is characterized in that: described seal case (1) is four seal cases that are separated from each other, be the silt passage between four seal cases, desilting pipeline (5) passes the center of buoyancy tank platform (2), and its sand inlet is arranged between four seal cases.
3, the self-priming desilting pipeline soil-suction head of reservoir according to claim 1 is inhaled the mud concentration control apparatus, and it is characterized in that: described buoyancy tank platform (2) is circular buoyancy tank platform or square buoyancy tank platform.
4, the self-priming desilting pipeline soil-suction head of reservoir according to claim 1 is inhaled the mud concentration control apparatus, it is characterized in that: the lift installation of described pipeline lifting instrument (3) desilting pipeline import for a change upper-lower position.
5, the self-priming desilting pipeline soil-suction head of reservoir according to claim 1 is inhaled the mud concentration control apparatus, it is characterized in that: described sediment concentration measuring instrument (4) is for detecting desilting pipeline concentration, and it detects the facility of data as pipeline upgrading instrument operating basis.
CNU2008201482444U 2008-07-29 2008-07-29 Mud suction concentration control apparatus for reservoir self-suction type sediment ejection pipe suction head Expired - Fee Related CN201232211Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008201482444U CN201232211Y (en) 2008-07-29 2008-07-29 Mud suction concentration control apparatus for reservoir self-suction type sediment ejection pipe suction head

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008201482444U CN201232211Y (en) 2008-07-29 2008-07-29 Mud suction concentration control apparatus for reservoir self-suction type sediment ejection pipe suction head

Publications (1)

Publication Number Publication Date
CN201232211Y true CN201232211Y (en) 2009-05-06

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CNU2008201482444U Expired - Fee Related CN201232211Y (en) 2008-07-29 2008-07-29 Mud suction concentration control apparatus for reservoir self-suction type sediment ejection pipe suction head

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102562562A (en) * 2011-11-30 2012-07-11 江苏大学 Novel slurry pump test bench capable of adjusting inhaled slurry concentration
CN103912032A (en) * 2014-04-28 2014-07-09 中交疏浚技术装备国家工程研究中心有限公司 Sweeping and suction desilting machine for floating sludge and flowing sludge of drinking water reservoir and desilting method thereof
CN104895132A (en) * 2015-06-09 2015-09-09 中建三局第二建设工程有限责任公司 Induction apparatus for guaranteeing slurry pumping concentration of underflow pump in adjusting tank
CN106394814A (en) * 2016-09-26 2017-02-15 浙江义海航道工程有限公司 Working ship
CN107217696A (en) * 2017-07-12 2017-09-29 汪哲荪 Mud station and its application method are inhaled in trestle type reservoir desilting

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102562562A (en) * 2011-11-30 2012-07-11 江苏大学 Novel slurry pump test bench capable of adjusting inhaled slurry concentration
CN103912032A (en) * 2014-04-28 2014-07-09 中交疏浚技术装备国家工程研究中心有限公司 Sweeping and suction desilting machine for floating sludge and flowing sludge of drinking water reservoir and desilting method thereof
CN104895132A (en) * 2015-06-09 2015-09-09 中建三局第二建设工程有限责任公司 Induction apparatus for guaranteeing slurry pumping concentration of underflow pump in adjusting tank
CN104895132B (en) * 2015-06-09 2017-12-26 中建三局第二建设工程有限责任公司 Ensure the induction installation of underflow pump pump drainage concentration of slurry in a kind of regulating reservoir
CN106394814A (en) * 2016-09-26 2017-02-15 浙江义海航道工程有限公司 Working ship
CN106394814B (en) * 2016-09-26 2018-07-20 浙江义海航道工程有限公司 A kind of working ship
CN107217696A (en) * 2017-07-12 2017-09-29 汪哲荪 Mud station and its application method are inhaled in trestle type reservoir desilting

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C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20090506

Termination date: 20100729