CN205412351U - Mud system of inhaling is scraped to showy formula - Google Patents
Mud system of inhaling is scraped to showy formula Download PDFInfo
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- CN205412351U CN205412351U CN201520958197.XU CN201520958197U CN205412351U CN 205412351 U CN205412351 U CN 205412351U CN 201520958197 U CN201520958197 U CN 201520958197U CN 205412351 U CN205412351 U CN 205412351U
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Abstract
The utility model discloses a mud system of inhaling is scraped to showy formula. By two heavy pond cell bodies, the pontoon is driven a vehicle and is inhaled the mud scrapping device constitution, the mud that subsides in the two heavy pond cell body separate tanks, clear away the mud of bottom of the pool, the pontoon driving drives in two heavy ponds inhales the reciprocal operation of mud scrapping device, it inhales and scrapes the sediment at two mud that sink the pond bottom of the pools to inhale mud scrapping device, the whole rectangle box that is in two heavy ponds, set up the backward flow canal at the two both sides pool sides that sink the pond cell body, the backward flow canal sets up along two both sides that sink the pond cell body, the backward flow canal is retrieved and is depositd at two mud that sink the pond bottom of the pool, discharge outside the two heavy ponds. The utility model relates to a science, simple structure, the operation of being convenient for, small, in succession the walking is steady, the noise is low, easy maintenance, the maintenance cost is low, the walking is automatic rectifies a deviation, need not to increase the thermal insulation that prevents frostbite winter, the simple structure, rationally distributed, the investment economizes, it is fast to take effect, the running cost is low, the management is convenient, the range of application is wide, can be extensive be applied to the sedimentation tank.
Description
Technical field
This utility model relates to a kind of second pond dirt cleaner, particularly relates to a kind of floatation type and scrapes suction mud system.
Background technology
At present, all use the cleaning shoe of mud-scraping frame bottom that sedimentation tank base sludge is scraped the collection mud sump to pool center in second pond, by spoil disposal pipeline pump or by going out outside pond from pressure.Mud scraper easily causes the disadvantage gnawing rail and derailing, at the bottom of the cleaning shoe easy scratch pond of mud-scraping frame bottom.Its structure is complicated, needs maintenance cost high, keeps in repair loaded down with trivial details, needs shutdown maintenance, winter to need to increase anti-freezing and heat-insulating.
Summary of the invention
Main purpose of the present utility model is to solve above-mentioned second pond and removes contamination problem present in operation, it is provided that a kind of floatation type scrapes suction mud system.
This utility model solves its technical problem and be the technical scheme is that
It is made up of second pond cell body, pontoon driving and suction mud-scraping apparatus, the mud of sedimentation, removing mud at the bottom of pond in second pond cell body separate tank, pontoon driving drives suction mud-scraping apparatus back and forth to run in second pond, inhale mud-scraping apparatus suction and scrape the mud being deposited at the bottom of second pond pond, the overall rectangular casing of second pond, the both sides pool side at second pond cell body arranges backflow canal, and backflow canal is arranged along the both sides of second pond cell body, backflow canal reclaims and is deposited in the mud at the bottom of second pond pond, is discharged into outside second pond.
This utility model is the system of removing contamination of the activated sludge scraping mud, suction mud eliminating sedimentation of width Type Kind Double Precipitation Pool in sewage disposal, suction mud-scraping apparatus is driven back and forth to run scavenger precipitation at the mud at the bottom of second pond pond in second pond by pontoon driving, reclaimed by backflow canal and be deposited in the mud at the bottom of second pond pond, be discharged into outside second pond.
The pool side of second pond side is placed equidistant cable slideway support along pool side, at least provided with 4 cable slideway supports, at cable slideway support setting cable slideway, cable slideway runs through the pool side of second pond side, being conducive to the cable being erected on cable slideway to run, travel driving unit and the immersible pump of suction mud-scraping apparatus that cable is driven a vehicle for pontoon provide power supply.
The pool side of this utility model second pond side is placed equidistant cable slideway support, cable slideway support uses metal material to make, pool side along second pond side installs cable slideway support, cable slideway installed by cable slideway support, cabling on cable slideway, cable moves on cable slideway along with travel driving unit operates in, and travel driving unit and the immersible pump of suction mud-scraping apparatus that cable is driven a vehicle for pontoon provide power supply.
Traction bracing frame it is respectively provided with on the pool side at second pond two ends, at least provided with 2 traction bracing frames on the pool side of the every one end of second pond, the traction bracing frame at second pond two ends is the most corresponding, guide wheel is installed on traction bracing frame top, corresponding traction bracing frame sets up carrying cable, carrying cable is erected on guide wheel, the both ends of carrying cable are separately positioned on second pond two ends, counterweight is installed at the both ends of carrying cable respectively, by counterweight carrying cable tightened and stretch, every carrying cable is coiled on the traction wheel of pontoon driving, travel driving unit drives traction wheel, traction wheel affects carrying cable to drive pontoon driving back and forth to walk in second pond, cleaning settled sludge at the bottom of second pond pond.
Traction bracing frame it is oppositely arranged the most two-by-two on the pool side at this utility model second pond two ends, carrying cable is set up on traction bracing frame facing each other, traction bracing frame uses metal material to make, the weight of counterweight is determined according to the water level of second pond and the weight of pontoon driving, the level of tightness of carrying cable swims on the water surface depending on pontoon driving, bottom dredging tube does not scratch at the bottom of pond, and counterweight uses metal material to make.
Pontoon is driven a vehicle, pontoon is driven a vehicle by stop, travel driving unit, traction wheel and floating drum composition, pontoon driving is overall rectangular, floating drum is installed in the bottom of pontoon driving, at least install 6 floating drums, floating drum is vacuum tubbiness, floating drum holds up pontoon driving and swims in second pond, stop is installed at four angles of pontoon driving, stop limits pontoon driving and back and forth runs in the range of second pond, travel driving unit is installed in pontoon driving, at least install 2 travel driving units, travel driving unit is corresponding with carrying cable respectively, travel driving unit drives traction wheel by reductor, traction wheel is relative with carrying cable, carrying cable is coiled on traction wheel, open travel driving unit, travel driving unit drives traction wheel, pontoon driving is driven back and forth to walk in second pond.
The driving of this utility model pontoon is that floatation type scrapes the carrier inhaling mud system, floating drum is installed in the bottom of pontoon driving, pontoon is driven a vehicle at water float, pontoon driving uses fiber glass resin material to make, as floating carrier, floating drum uses fiber glass resin material to make, stop is installed at four angles of pontoon driving, when pontoon walks to the pool side of second pond one end, stop touches pool wall, stop sends a signal, manipulation travel driving unit inverted running, travel driving unit drives traction wheel to do inverted running, pontoon driving runs to the opposite end of second pond, pontoon driving is reciprocal to be run.Stop and installing of traction wheel are easy to pontoon moving operation, system for automatically correcting in reciprocal running.
nullInhale mud-scraping apparatus by immersible pump、Discharge pipeline、Delivery pipe、Drainage tube and dredging tube composition，The bottom of travel driving unit arranges suction mud-scraping apparatus，Inhale and install immersible pump on mud-scraping apparatus，At least 4，The water inlet of every immersible pump is connected with drainage tube，One end of drainage tube is connected with the water inlet of immersible pump，The other end of drainage tube is connected with dredging tube，Drainage tube is vertically arranged and stretches at the bottom of pond，Dredging tube is connected with the drainage tube of every immersible pump，Dredging tube horizontally set is corresponding with at the bottom of the pond of second pond，Mud-suction hole is set on dredging tube，Suck and be deposited on the mud at the bottom of pond，The outlet of every immersible pump is connected with discharge pipeline，Discharge pipeline is arranged on pontoon driving top，Discharge pipeline is laid in pontoon driving，Discharge pipeline stretches along pontoon driving to both sides，Discharge pipeline both ends are connected with delivery pipe respectively，The one end of delivery pipe is connected with the end of discharge pipeline，Backflow canal is stretched in the other end of delivery pipe，The pool bottom sludge collected is discharged in backflow canal，Backflow canal is by outside the mud discharging at the bottom of pond to second pond.
This utility model is inhaled mud-scraping apparatus and is installed in the bottom of travel driving unit; inhale and install immersible pump on mud-scraping apparatus; immersible pump uses CP57.5-200-6P; flow by converter regulation immersible pump; inhale and install 4 immersible pumps on mud-scraping apparatus; every immersible pump is installed independent operation and is switched, independent operating, and with overload protection and water inlet protection.Immersible pump sucks the mud at the bottom of second pond pond by drainage tube and dredging tube, immersible pump is transported to the mud sucked in discharge pipeline, flow through after discharge pipeline from discharged to backflow canal, dredging tube, drainage tube and discharge pipeline use fiber glass resin material to make, and by backflow canal, mud are transported to outside second pond.
Pontoon driving is placed in second pond, the carrying cable set up on traction bracing frame facing each other for second pond two ends is coiled on the traction wheel in pontoon driving, counterweight is hung at the both ends of carrying cable respectively, by counterweight carrying cable tightened and stretch, swimming on the water surface of second pond by pontoon driving, bottom dredging tube does not scratch at the bottom of pond.
The cable being erected on the cable slideway support of second pond side is connected with travel driving unit and immersible pump respectively, switch on power, starting travel driving unit and immersible pump, travel driving unit drives traction wheel by reductor, drives pontoon driving back and forth to walk in second pond.
Traction wheel runs, traction wheel one receives carrying cable towards second pond one end, one puts carrying cable towards the second pond other end, along with the folding and unfolding carrying cable of traction wheel drives pontoon driving to run to second pond one end, when pontoon driving arrives second pond one end, the stop being installed on pontoon driving angle touches the pool wall of second pond one end, stop sends a signal, adjust travel driving unit inverted running, travel driving unit drives traction wheel to do inverted running, traction wheel one receives carrying cable towards the second pond other end, one puts carrying cable towards second pond one end, along with the folding and unfolding carrying cable of traction wheel drives pontoon driving to run to the second pond other end, pontoon driving back and forth runs in second pond.
Start immersible pump, immersible pump is in the operation of the reciprocal walking of pontoon driving, by the mud at the bottom of drainage tube and dredging tube collecting pit, immersible pump sucks from the mud-suction hole of dredging tube and is deposited on the mud at the bottom of pond, mud at the bottom of pond is flowed through dredging tube with immersible pump and drainage tube enters discharge pipeline, mud at the bottom of pond flows through discharge pipeline, and immersible pump enters the mud at the bottom of pond in backflow canal from delivery pipe, and backflow canal is outside the mud discharging at the bottom of pond to second pond.
This utility model is that floatation type scrapes suction mud system.Design science, simple in construction, it is simple to operation, volume is little, continuous walking is steady, and noise is low, easy to maintenance, and maintenance cost is low, walking automatic deviation correction, winter, breaking width streaming suction mud scraper had track walking mode, every immersible pump to be all separately provided control system without increasing anti-freezing and heat-insulating facility, this utility model utilizes the floating capacity that water surface pressure carries, and simple structure is rationally distributed, reduced investment, instant effect, operating cost is low, convenient management, applied range, can be widely applied and sedimentation tank.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, this utility model is described in detail.
Fig. 1 floatation type scrapes the schematic top plan view inhaling mud system.
Fig. 2 floatation type scrapes the cross-sectional schematic inhaling mud system.
1 second pond, 2 backflow canals, 3 stops, 4 pontoon drivings, 5 carrying cables, 6 travel driving units, 7 immersible pumps, 8 discharge pipelines, 9 traction bracing frames, 10 counterweights, 11 cable slideway supports, 12 cables, 13 cable slideways, 14 delivery pipes, 15 traction wheels, 16 floating drums, 17 drainage tubes, 18 dredging tubes, at the bottom of 19 ponds, 20 pool sides, 21 inhale mud-scraping apparatus, 22 guide wheels.
Detailed description of the invention
Embodiment 1
It is made up of second pond 1 cell body, pontoon driving 4 and suction mud-scraping apparatus 21, the mud of sedimentation, removing mud at the bottom of pond in second pond 1 cell body separate tank, pontoon driving 4 drives suction mud-scraping apparatus 21 back and forth to run in second pond 1, suction mud-scraping apparatus 21 is inhaled to scrape and is deposited in the mud of 19 at the bottom of second pond 1 pond, the overall rectangular casing of second pond 1, both sides pool side 20 at second pond 1 cell body arranges backflow canal 2, backflow canal 2 is arranged along the both sides of second pond 1 cell body, backflow canal 2 reclaims and is deposited in the mud of 19 at the bottom of second pond 1 pond, is discharged into outside second pond 1.
The pool side 20 of second pond 1 side is placed equidistant cable slideway support 11 along pool side 20, at least provided with 4 cable slideway supports 11, cable slideway 13 is installed at cable slideway support 11, cable slideway 13 runs through the pool side 20 of second pond 1 side, be conducive to the cable 12 being erected on cable slideway 13 to run, cable 12 be pontoon driving 4 travel driving unit 6 and inhale mud-scraping apparatus 21 immersible pump 7 power supply is provided.
nullTraction bracing frame 9 it is respectively provided with on the pool side 20 at second pond 1 two ends，At least provided with 2 traction bracing frames 9 on the pool side 20 of the every one end of second pond 1，The traction bracing frame 9 at second pond 1 two ends is the most corresponding，Guide wheel 22 is installed on traction bracing frame 9 top，Corresponding traction bracing frame 9 sets up carrying cable 5，Carrying cable 5 is erected on guide wheel 22，The both ends of carrying cable 5 are separately positioned on second pond 1 two ends，Counterweight 10 is installed at the both ends of carrying cable 5 respectively，Tightened by 10 carrying cables 5 of counterweight and stretch，Every carrying cable 5 is coiled on the traction wheel 15 of pontoon driving 4，Travel driving unit 6 drives traction wheel 15，Traction wheel 15 affects carrying cable 5 to drive pontoon driving 4 back and forth to walk in second pond 1，The settled sludge of 19 at the bottom of cleaning second pond 1 pond，Such as Fig. 1、Shown in Fig. 2.
Embodiment 2
nullPontoon driving 4，Pontoon driving 4 is by stop 3、Travel driving unit 6、Traction wheel 15 and floating drum 16 form，Pontoon driving 4 is overall rectangular，Floating drum 16 is installed in the bottom of pontoon driving 4，At least install 6 floating drums 16，Floating drum 16 is vacuum tubbiness，Floating drum 16 holds up pontoon driving 4 and swims in second pond 1，Stop 3 is installed at four angles of pontoon driving 4，Stop 3 limits pontoon driving 4 and back and forth runs in the range of second pond 1，Travel driving unit 6 is installed in pontoon driving 4，At least install 2 travel driving units 6，Travel driving unit 6 is corresponding with carrying cable 5 respectively，Travel driving unit 6 drives traction wheel 15 by reductor，Traction wheel 15 is relative with carrying cable 5，Carrying cable 5 is coiled on traction wheel 15，Open travel driving unit 6，Travel driving unit 6 drives traction wheel 15，Pontoon driving 4 is driven back and forth to walk in second pond 1，Such as Fig. 1、Shown in Fig. 2.
Embodiment 3
nullInhale mud-scraping apparatus 21 by immersible pump 7、Discharge pipeline 8、Delivery pipe 14、Drainage tube 17 and dredging tube 18 form，The bottom of travel driving unit 6 arranges suction mud-scraping apparatus 21，Inhale and install immersible pump 7 on mud-scraping apparatus 21，At least 4，The water inlet of every immersible pump 7 is connected with drainage tube 17，One end of drainage tube 17 is connected with the water inlet of immersible pump 7，The other end of drainage tube 17 is connected with dredging tube 18，Drainage tube 17 is vertically arranged and stretches at the bottom of pond 19，Dredging tube 18 is connected with the drainage tube 17 of every immersible pump 7，Dredging tube 18 horizontally set is corresponding with at the bottom of the pond of second pond 1 19，On dredging tube 18, mud-suction hole is set，Suck and be deposited on the mud of 19 at the bottom of pond，The outlet of every immersible pump 7 is connected with discharge pipeline 8，Discharge pipeline 8 is arranged on pontoon and drives a vehicle 4 tops，Discharge pipeline 8 is laid in pontoon driving 4，Discharge pipeline 8 stretches along pontoon driving 4 to both sides，Discharge pipeline 8 both ends are connected with delivery pipe 14 respectively，The one end of delivery pipe 14 is connected with the end of discharge pipeline 8，Backflow canal 2 is stretched in the other end of delivery pipe 14，In 19 mud dischargings at the bottom of the pond collected to backflow canal 2，Backflow canal 2 is by outside the mud discharging of 19 at the bottom of pond to second pond 1，Such as Fig. 1、Shown in Fig. 2.
Claims (3)
1. a floatation type scrapes suction mud system, it is characterized in that by second pond (1) cell body, pontoon driving (4) and suction mud-scraping apparatus (21) composition, the mud of sedimentation in second pond (1) cell body separate tank, remove the mud at the bottom of pond, pontoon driving (4) drives suction mud-scraping apparatus (21) back and forth to run in second pond (1), suction mud-scraping apparatus (21) is inhaled to scrape and is deposited in the mud of (19) at the bottom of second pond (1) pond, the overall rectangular casing of second pond (1), both sides pool side (20) at second pond (1) cell body arranges backflow canal (2), backflow canal (2) is arranged along the both sides of second pond (1) cell body, backflow canal (2) is reclaimed and is deposited in the mud of (19) at the bottom of second pond (1) pond, it is discharged into second pond (1) outward；
The pool side (20) of second pond (1) side is placed equidistant cable slideway support (11) along pool side (20), at least provided with 4 cables slideway support (11), cable slideway (13) is installed at cable slideway support (11), cable slideway (13) runs through the pool side (20) of second pond (1) side, the cable (12) being erected on cable slideway (13) is conducive to run, cable (12) is travel driving unit (6) and immersible pump (7) the offer power supply of suction mud-scraping apparatus (21) of pontoon driving (4)；
nullTraction bracing frame (9) it is respectively provided with on the pool side (20) at second pond (1) two ends，At least provided with 2 traction bracing frames (9) on the pool side (20) of the every one end of second pond (1)，The traction bracing frame (9) at second pond (1) two ends is the most corresponding，Guide wheel (22) is installed on traction bracing frame (9) top，Corresponding traction bracing frame (9) sets up carrying cable (5)，Carrying cable (5) is erected on guide wheel (22)，The both ends of carrying cable (5) are separately positioned on second pond (1) two ends，Counterweight (10) is installed at the both ends of carrying cable (5) respectively，By counterweight (10) carrying cable (5) tightened and stretch，Every carrying cable (5) is coiled on the traction wheel (15) of pontoon driving (4)，Travel driving unit (6) drives traction wheel (15)，Traction wheel (15) affects carrying cable (5) to drive pontoon driving (4) back and forth to walk in second pond (1)，The settled sludge of (19) at the bottom of cleaning second pond (1) pond.
nullFloatation type the most according to claim 1 scrapes suction mud system，It is characterized in that described pontoon driving (4)，Pontoon driving (4) is by stop (3)、Travel driving unit (6)、Traction wheel (15) and floating drum (16) composition，Pontoon driving (4) is overall rectangular，Floating drum (16) is installed in the bottom of pontoon driving (4)，At least install 6 floating drums (16)，Floating drum (16) is vacuum tubbiness，Floating drum (16) holds up pontoon driving (4) and swims in second pond (1)，Stop (3) is installed at four angles of pontoon driving (4)，Stop (3) limits pontoon driving (4) and back and forth runs in the range of second pond (1)，Travel driving unit (6) is installed on pontoon driving (4)，At least install 2 travel driving units (6)，Travel driving unit (6) is corresponding with carrying cable (5) respectively，Travel driving unit (6) drives traction wheel (15) by reductor，Traction wheel (15) is relative with carrying cable (5)，Carrying cable (5) is coiled on traction wheel (15)，Open travel driving unit (6)，Travel driving unit (6) drives traction wheel (15)，Pontoon driving (4) is driven back and forth to walk in second pond (1).
nullFloatation type the most according to claim 1 scrapes suction mud system，It is characterized in that described suction mud-scraping apparatus (21)，Inhale mud-scraping apparatus (21) by immersible pump (7)、Discharge pipeline (8)、Delivery pipe (14)、Drainage tube (17) and dredging tube (18) composition，The bottom of travel driving unit (6) arranges suction mud-scraping apparatus (21)，Inhale and install immersible pump (7) on mud-scraping apparatus (21)，At least 4，The water inlet of every immersible pump (7) is connected with drainage tube (17)，One end of drainage tube (17) is connected with the water inlet of immersible pump (7)，The other end of drainage tube (17) is connected with dredging tube (18)，Drainage tube (17) is vertically arranged and stretches to (19) at the bottom of pond，Dredging tube (18) is connected with the drainage tube (17) of every immersible pump (7)，Dredging tube (18) horizontally set is corresponding with (19) at the bottom of the pond of second pond (1)，Dredging tube arranges mud-suction hole on (18)，Suction is deposited on the mud of (19) at the bottom of pond，The outlet of every immersible pump (7) is connected with discharge pipeline (8)，Discharge pipeline (8) is arranged on pontoon driving (4) top，Discharge pipeline (8) is laid on pontoon driving (4)，Discharge pipeline (8) stretches along pontoon driving (4) to both sides，Discharge pipeline (8) both ends are connected with delivery pipe (14) respectively，The one end of delivery pipe (14) is connected with the end of discharge pipeline (8)，Backflow canal (2) is stretched in the other end of delivery pipe (14)，In (19) mud discharging at the bottom of the pond collected to backflow canal (2)，The mud discharging of backflow canal (2) Jiang Chidi (19) is to second pond (1) outward.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520958197.XU CN205412351U (en) | 2015-11-27 | 2015-11-27 | Mud system of inhaling is scraped to showy formula |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520958197.XU CN205412351U (en) | 2015-11-27 | 2015-11-27 | Mud system of inhaling is scraped to showy formula |
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| CN205412351U true CN205412351U (en) | 2016-08-03 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105771339A (en) * | 2015-11-27 | 2016-07-20 | 中国葛洲坝集团投资控股有限公司 | Float-type sludge scraping and suction system, and sludge scraping and suction operation method |
| CN106045064A (en) * | 2016-08-08 | 2016-10-26 | 哈尔滨北方环保工程有限公司 | Sludge discharge method for settling zone of bio-doubling process system |
| WO2019214195A1 (en) * | 2018-05-11 | 2019-11-14 | 河海大学 | Floating sludge discharge device for square sedimentation tank |
-
2015
- 2015-11-27 CN CN201520958197.XU patent/CN205412351U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105771339A (en) * | 2015-11-27 | 2016-07-20 | 中国葛洲坝集团投资控股有限公司 | Float-type sludge scraping and suction system, and sludge scraping and suction operation method |
| CN105771339B (en) * | 2015-11-27 | 2018-10-16 | 中国葛洲坝集团投资控股有限公司 | Floatation type scrapes the maneuver inhaled mud system and scrape suction mud |
| CN106045064A (en) * | 2016-08-08 | 2016-10-26 | 哈尔滨北方环保工程有限公司 | Sludge discharge method for settling zone of bio-doubling process system |
| CN106045064B (en) * | 2016-08-08 | 2019-01-18 | 哈尔滨北方环保工程有限公司 | A kind of sludge discharging method of biology multiplication process system settling zone |
| WO2019214195A1 (en) * | 2018-05-11 | 2019-11-14 | 河海大学 | Floating sludge discharge device for square sedimentation tank |
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| TR01 | Transfer of patent right |
Effective date of registration: 20190108 Address after: 430000 No. 5 Changsheng Road, Gutian Second Road, Qiekou District, Wuhan City, Hubei Province Co-patentee after: TIANJIN BINHAI NEW AREA TANGGU HUANKE XINHE SWEAGE TREATMENT CO., LTD. Patentee after: China Gezhouba Dam Group Water Operation Co., Ltd. Address before: 430000 Jiefang Avenue 558, Qiekou District, Wuhan City, Hubei Province Co-patentee before: TIANJIN BINHAI NEW AREA TANGGU HUANKE XINHE SWEAGE TREATMENT CO., LTD. Patentee before: CHINA GEZHOUBA GROUP INVESTMENT HOLDING CO., LTD. |
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