CN204714539U - A kind of floatage-type drift mud automatic clearing apparatus - Google Patents

A kind of floatage-type drift mud automatic clearing apparatus Download PDF

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Publication number
CN204714539U
CN204714539U CN201520387308.6U CN201520387308U CN204714539U CN 204714539 U CN204714539 U CN 204714539U CN 201520387308 U CN201520387308 U CN 201520387308U CN 204714539 U CN204714539 U CN 204714539U
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CN
China
Prior art keywords
floatage
type drift
drift mud
mud
shore pipe
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
CN201520387308.6U
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Chinese (zh)
Inventor
李勇
李超
邢涛
李贵海
侯亚琴
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.)
SHANDONG BRANCH OF HUADIAN POWER INTERNATIONAL Corp Ltd
State Grid Corp of China SGCC
Electric Power Research Institute of State Grid Shandong Electric Power Co Ltd
State Grid Shandong Electric Power Co Ltd
Original Assignee
SHANDONG BRANCH OF HUADIAN POWER INTERNATIONAL Corp Ltd
State Grid Corp of China SGCC
Electric Power Research Institute of State Grid Shandong Electric Power Co Ltd
State Grid Shandong Electric Power 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 SHANDONG BRANCH OF HUADIAN POWER INTERNATIONAL Corp Ltd, State Grid Corp of China SGCC, Electric Power Research Institute of State Grid Shandong Electric Power Co Ltd, State Grid Shandong Electric Power Co Ltd filed Critical SHANDONG BRANCH OF HUADIAN POWER INTERNATIONAL Corp Ltd
Priority to CN201520387308.6U priority Critical patent/CN204714539U/en
Application granted granted Critical
Publication of CN204714539U publication Critical patent/CN204714539U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to a kind of floatage-type drift mud automatic clearing apparatus.This kind of floatage-type drift mud automatic clearing apparatus, comprising: be installed on the floatage-type drift mud collection device in pond; Be positioned at the stationary installation for locating floatage-type drift mud collection device above pond; Be installed on the mud discharging device below floatage-type drift mud collection device; Described floatage-type drift mud collection device comprises the drift mud collector having mudhole, connects and is positioned at the fully-closed cavity ball float below drift mud collector, being arranged in the first shore pipe in fully-closed cavity ball float, being positioned at the balancing weight bottom the first shore pipe.The utility model, structure is simple, design science, one-body molded, and in-site installation is simple and easy, and volume is little, reduced investment, and without the need on duty after putting into operation, operation and maintenance expenses are very low; In addition, can adapt to various water quality, use occasion is extensive, can be used for open type, polytype treating pond such as closed, semi-enclosed, to pond shape outward appearance no requirement (NR).

Description

A kind of floatage-type drift mud automatic clearing apparatus
Technical field
The utility model relates to a kind of automatic clearing apparatus for floating mud in sewage disposal, particularly a kind of can from the floatage-type of main regulation water level drift mud automatic clearing apparatus.
Background technology
In the biochemical treatment of sewage, because the reason such as sludge aging, bio foam causes Floating Sludge in Final Settling Basin, drift mud can flow out with water outlet, has a strong impact on process effluent quality.
Current large-scale water treatment system arranges mud scraper on second pond surface, strikes off drift mud.This Scraping device is generally arranged on the second pond of the pond such as circle, rectangle shape rule, open type, is driven, circular flow by electrical equipment.Scrape mud facility investment, operation and maintenance cost is higher, and semiclosed or closed second pond cannot be applied to.
Summary of the invention
The technical problems to be solved in the utility model is the above-mentioned defect how overcoming prior art, provides a kind of floatage-type to float mud automatic clearing apparatus.
The utility model is achieved through the following technical solutions:
This kind of floatage-type drift mud automatic clearing apparatus, comprising:
Be installed on the floatage-type drift mud collection device in pond;
Be positioned at the stationary installation for locating floatage-type drift mud collection device above pond;
Be installed on the mud discharging device below floatage-type drift mud collection device;
Described floatage-type drift mud collection device comprises the drift mud collector having mudhole, connects and is positioned at the fully-closed cavity ball float below drift mud collector, being arranged in the first shore pipe in fully-closed cavity ball float, being positioned at the balancing weight bottom the first shore pipe.Design like this, be only power with small pump or natural-drop, use natural buoyancy and the disposable allotment Equilibrium of balancing weight, with liquid level automatic controlled height in operation, less investment, operation and maintenance expenses be low, install convenient, simple to operate, treatment effect is good, without the need to artificial adjustment.
As optimization, described drift mud collector is dish.Design like this, be convenient to collect drift mud, and effect is better.
As optimization, described mudhole is positioned at the center of drift mud collector, and the first shore pipe is vertically arranged in the center of fully-closed cavity ball float.Design like this, balance is better, and result of use is better.
As optimization, described stationary installation comprises to be located at drop handle mudhole connecting fully-closed cavity ball float, the fixed arm being installed on pool wall of pool upper end, to be installed on fixed arm end and to be positioned at the deflection sheave directly over drop handle, the handle be positioned on pool wall of pool, connects drop handle and handle and through the steel wire of deflection sheave.Design like this, only plays the role of positioning to floatage-type drift mud collection device, not load-bearing, and damage probability is little, and when handle rotates, moment is very little.
As optimization, described handle is provided with positioning fastener.Design like this, accurately controls the position of whole device under can adapting to different water level.
As optimization, described mud discharging device comprises the built-in pipe being located at pool wall of pool, and described built-in pipe one end connects the first shore pipe by the second shore pipe, external 3rd shore pipe of the other end.Design like this, the 3rd shore pipe is arranged on outside pond, manages concentratedly with other equipment, and operating maintenance is convenient, and O&M cost is low.
As optimization, described 3rd shore pipe is provided with the first valve.Design like this, is convenient to control.
As optimization, described 3rd shore pipe having branch road is the 4th shore pipe, and described 4th shore pipe is provided with the second valve and sludge pump.Design like this, arranges and adds pump line road, easy switching, reduces energy consumption.
As optimization, above-mentioned a kind of floatage-type drift mud automatic clearing apparatus can adopt the various material such as iron and steel, plastics, rubber to make, and so designs, solid, durable.
The beneficial effects of the utility model are:
The utility model, structure is simple, design science, one-body molded, and in-site installation is simple and easy, and volume is little, reduced investment, and without the need on duty after putting into operation, operation and maintenance expenses are very low; In addition, can adapt to various water quality, use occasion is extensive, can be used for open type, polytype treating pond such as closed, semi-enclosed, to pond shape outward appearance no requirement (NR), has good actual application value and promotional value.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, this kind of floatage-type drift mud automatic clearing apparatus is described further:
Fig. 1 is the structural representation of this kind of floatage-type drift mud automatic clearing apparatus.
In figure: 1 is pond, 2 is floatage-type drift mud collection device, 2.1 is drift mud collector, 2.2 is mudhole, 2.3 is fully-closed cavity ball float, 2.4 is the first shore pipe, 2.5 is balancing weight, 3 is stationary installation, 3.1 is drop handle, 3.2 is deflection sheave, 3.3 is fixed arm, 3.4 is steel wire, 3.5 is handle, 4 is mud discharging device, 4.1 is the second shore pipe, 4.2 is built-in pipe, 4.3 is the 3rd shore pipe, 4.4 is the 4th shore pipe, 4.5 is the first valve, 4.6 is the second valve, 4.7 is sludge pump.
Embodiment
For making the purpose of this utility model, technical scheme and advantage clearly understand, to develop simultaneously embodiment referring to accompanying drawing, the utility model is further described.
As shown in Figure 1, this kind of floatage-type drift mud automatic clearing apparatus, comprising:
Be installed on the floatage-type drift mud collection device 2 in pond 1;
Be positioned at the stationary installation 3 for locating floatage-type drift mud collection device 2 above pond 1;
Be installed on the mud discharging device 4 below floatage-type drift mud collection device 2;
Described floatage-type drift mud collection device 2 comprises the drift mud collector 2.1 having mudhole 2.2, connect and be positioned at the fully-closed cavity ball float 2.3 below drift mud collector 2.1, be arranged in the first shore pipe 2.4 in fully-closed cavity ball float 2.3, be positioned at the balancing weight 2.5 bottom the first shore pipe 2.4.
Concrete, described drift mud collector 2.1 is dish.
Concrete, described mudhole 2.2 is positioned at the center of drift mud collector 2.1, and the first shore pipe 2.4 is vertically arranged in the center of fully-closed cavity ball float 2.3.
Concrete, described stationary installation 3 comprises to be located at the drop handle 3.1 mudhole 2.2 connecting fully-closed cavity ball float 2.3, the fixed arm 3.3 being installed on pool wall upper end, pond 1, to be installed on fixed arm 3.3 end and to be positioned at the deflection sheave 3.2 directly over drop handle 3.1, the handle 3.5 be positioned on the pool wall of pond 1, connects drop handle 3.1 and handle 3.5 and through the steel wire 3.4 of deflection sheave 3.2.
Concrete, described handle 3.5 is provided with positioning fastener.
Concrete, described mud discharging device 4 comprises the built-in pipe 4.2 being located at pond 1 pool wall, and described built-in pipe 4.2 one end connects the first shore pipe 2.4 by the second shore pipe 4.1, external 3rd shore pipe 4.3 of the other end.
Concrete, described 3rd shore pipe 4.3 is provided with the first valve 4.5.
Concrete, described 3rd shore pipe 4.3 having branch road is the 4th shore pipe 4.4, and described 4th shore pipe 4.4 is provided with the second valve 4.6 and sludge pump 4.7.
Installation method and the using method of this kind of floatage-type drift mud automatic clearing apparatus are specially:
(1) floatage-type is floated mud collection device and put into water, the quality of adjustment balancing weight, make the outer of dish drift mud collector a little less than the water surface;
(2) the second shore pipe, pool wall built-in pipe and outside drain pipeline is connected;
(3) external small-sized sludge pump is installed;
(4) according to the position that floatage-type drift mud collection device is placed, pool wall is installed fixing steel fixed arm, with fully-closed cavity ball float connecting portion, deflection sheave is installed, the handle of mounting strap positioning fastener on pool wall, drop handle and handle is connected with steel wire, by handle adjustment steel wire length, thus fixed buoyancy formula drift mud automatic clearing apparatus enters water level puts.
(5) outside pond, discharge pipe arranges the in line pipeline of gravity type boat davit and adds pump forced discharge pipeline, needs to select according to operation.When drift mud amount is less: open the first valve, close the second valve and sludge pump 11, float mud under gravity with water from flowing into drift mud collecting tank.When drift mud amount is larger: close the first valve, open the second valve and sludge pump, under the effect of pump, float mud with water from entering drift mud collecting tank.
Above-mentioned a kind of floatage-type drift mud automatic clearing apparatus, structure is simple, design science, one-body molded, and in-site installation is simple and easy, and volume is little, reduced investment, and without the need on duty after putting into operation, operation and maintenance expenses are very low; In addition, can adapt to various water quality, use occasion is extensive, can be used for open type, polytype treating pond such as closed, semi-enclosed, to pond shape outward appearance no requirement (NR).
Above-mentioned embodiment is only concrete case of the present utility model, be not restriction the utility model being made to other form, any those skilled in the art may utilize the technology contents of above-mentioned announcement to be changed or be modified as the equivalent implementations of equivalent variations.But every do not depart from the prerequisite of the utility model know-why under, any simple modification, equivalent variations and the remodeling done above embodiment according to technical spirit of the present utility model, all should fall into scope of patent protection of the present utility model.

Claims (8)

1. a floatage-type drift mud automatic clearing apparatus, is characterized in that, comprising:
Be installed on the floatage-type drift mud collection device in pond;
Be positioned at the stationary installation for locating floatage-type drift mud collection device above pond;
Be installed on the mud discharging device below floatage-type drift mud collection device;
Described floatage-type drift mud collection device comprises the drift mud collector having mudhole, connects and is positioned at the fully-closed cavity ball float below drift mud collector, being arranged in the first shore pipe in fully-closed cavity ball float, being positioned at the balancing weight bottom the first shore pipe.
2. a kind of floatage-type drift mud automatic clearing apparatus as claimed in claim 1, is characterized in that: described drift mud collector is dish or ship shape.
3. a kind of floatage-type drift mud automatic clearing apparatus as claimed in claim 2, is characterized in that: described mudhole is positioned at the center of drift mud collector, and the first shore pipe is vertically arranged in the center of fully-closed cavity ball float.
4. a kind of floatage-type drift mud automatic clearing apparatus as claimed in claim 1, it is characterized in that: described stationary installation comprises to be located at drop handle mudhole connecting fully-closed cavity ball float, the fixed arm being installed on pool wall of pool upper end, to be installed on fixed arm end and to be positioned at the deflection sheave directly over drop handle, the handle be positioned on pool wall of pool, connect drop handle and handle and through the steel wire of deflection sheave.
5. a kind of floatage-type drift mud automatic clearing apparatus as claimed in claim 4, is characterized in that: described handle is provided with positioning fastener.
6. a kind of floatage-type drift mud automatic clearing apparatus as claimed in claim 1, it is characterized in that: described mud discharging device comprises the built-in pipe being located at pool wall of pool, described built-in pipe one end connects the first shore pipe by the second shore pipe, external 3rd shore pipe of the other end.
7. a kind of floatage-type drift mud automatic clearing apparatus as claimed in claim 6, is characterized in that: described 3rd shore pipe is provided with the first valve.
8. a kind of floatage-type drift mud automatic clearing apparatus as claimed in claim 7, is characterized in that: described 3rd shore pipe having branch road is the 4th shore pipe, and described 4th shore pipe is provided with the second valve and sludge pump.
CN201520387308.6U 2015-06-08 2015-06-08 A kind of floatage-type drift mud automatic clearing apparatus Expired - Fee Related CN204714539U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520387308.6U CN204714539U (en) 2015-06-08 2015-06-08 A kind of floatage-type drift mud automatic clearing apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520387308.6U CN204714539U (en) 2015-06-08 2015-06-08 A kind of floatage-type drift mud automatic clearing apparatus

Publications (1)

Publication Number Publication Date
CN204714539U true CN204714539U (en) 2015-10-21

Family

ID=54313548

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520387308.6U Expired - Fee Related CN204714539U (en) 2015-06-08 2015-06-08 A kind of floatage-type drift mud automatic clearing apparatus

Country Status (1)

Country Link
CN (1) CN204714539U (en)

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20151021

Termination date: 20170608

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