CN201020302Y - Water treatment equipment - Google Patents

Water treatment equipment Download PDF

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Publication number
CN201020302Y
CN201020302Y CNU2007201433392U CN200720143339U CN201020302Y CN 201020302 Y CN201020302 Y CN 201020302Y CN U2007201433392 U CNU2007201433392 U CN U2007201433392U CN 200720143339 U CN200720143339 U CN 200720143339U CN 201020302 Y CN201020302 Y CN 201020302Y
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China
Prior art keywords
water treatment
treatment facilities
facilities according
conical
water
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Expired - Fee Related
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CNU2007201433392U
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Chinese (zh)
Inventor
陈治超
翟智高
翟艳娟
翟少刚
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Individual
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Individual
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Priority to CNU2007201433392U priority Critical patent/CN201020302Y/en
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Publication of CN201020302Y publication Critical patent/CN201020302Y/en
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Abstract

The utility model provides a water treatment device, which comprises a case body, a water inlet pipe and a water output pipe. Multi-layer conical tube plates are arranged at the upper part in the case body horizontally and a plurality of downward conical tubes are positioned on each layer conical tube plate. A sludge guide pipe is arranged below the each conical tube. For adopting the structure, the utility model is provided with small land occupation, low cost, flexibility and convenience. Moreover, the utility model, which can be produced in small mode modularization and has the advantages of high sedimentation efficiency and steady output water quality, has preferable popularization foreground on water treatment.

Description

Water treatment facilities
Technical field
The utility model relates to a kind of water treatment facilities, is specifically related to the settling apparatus that cycle of treatment water is used.
Background technology
According to shallow pool theory, under the certain condition of sedimentation basin dischargeable capacity, increase desilting area, particle removal efficiency is improved.Though dull and stereotyped sedimentation basin desilting area increases,, therefore can't promote because the spoil disposal problem is not resolved.Swash plate and tube settler can effectively solve the spoil disposal problem and increase desilting area, thereby improve deposition efficiency, therefore become the first-selection of sedimentation basin design.
But existing inclined tube and ramp type sedimentation basin floor space are big, and the manufacturing cost height is difficult for realizing aspect efficient, miniaturization.Cause muddy water to mix easily, the current disorder is difficult in practical work process guarantee that the suspension of its water outlet reaches designing requirement.
The utility model content
The purpose of this utility model is at above-mentioned technical problem, and a kind of water treatment facilities simple in structure are provided.Its take up an area of little, cost is low, flexible, can guarantee that the suspension of water outlet can reach designing requirement.
For achieving the above object, the utility model provides following technical scheme: a kind of water treatment facilities, it comprises casing, water inlet pipe and outlet pipe, it is characterized in that, the middle and upper part is horizontally disposed with multilayer and folds the taper tube sheet that falls in described casing, every layer of taper tube sheet is provided with the conical pipe of a plurality of downward settings, and each conical pipe below is provided with mud guiding tube.
In the such scheme, described bottom half is designed to ramp type, and is provided with blowoff valve at low level.
In the such scheme, the below of described casing inner conical tube sheet is provided with the dirt guiding gutter of one or more reverse tapers.
In the such scheme, described conical pipe is a conical tube, and the cone angle of conical tube is the 40-100 degree, can preferred 60 degree.
In the such scheme, described mud guiding tube internal diameter is 2-10 centimetre, and the mud guiding tube bottom is provided with support.
In the such scheme, the setting height(from bottom) between the described taper tube sheet is between 3-10 centimetre.
In the such scheme, the slope of described bottom half and the angle of horizontal plane are the 30-70 degree.
In the such scheme, the cone angle of described dirt guiding gutter is the 30-60 degree, and water conservancy diversion notch opening size is 2-10 centimetre.
In the such scheme, described casing water inlet pipe one side is provided with many group cloth mill weirs, and outlet pipe one side is provided with one group and receives mill weir.
The utility model is owing to adopt said structure, takes up an area of for a short time, and cost is low, and is changeable flexible, but also small modular production and processing, and have the advantage of deposition efficiency height, stable effluent quality, in water treatment, have promotion prospect preferably.
Description of drawings
Fig. 1 is a plan structure schematic diagram of the present utility model;
Fig. 2 is an A-A profile among Fig. 1;
Fig. 3 is the structural representation of the upper conical pipe of taper tube sheet among Fig. 2;
Fig. 4 is the structural representation of dirt guiding gutter among Fig. 2.
The specific embodiment
Further specify the utility model below in conjunction with accompanying drawing and preferred embodiment.
See figures.1.and.2, water treatment facilities of the present utility model comprise: casing 2, water inlet pipe 1 and the outlet pipe 9 of precipitation usefulness, the middle and upper part is horizontally disposed with multilayer and folds the taper tube sheet 6 that falls in casing 2, every layer of taper tube sheet 6 is provided with the conical tube 4 of a plurality of uniform downward settings, and each conical tube 4 below is provided with mud guiding tube 11.Casing 2 bottom design slopings 7, and be provided with blowoff valve 10 at low level; Can be unidirectional slope, as shown in Figure 1, also can be two-way slope, not shown.The slope 7 of described casing 2 bottoms is the 30-70 degree with the angle of horizontal plane.The below of described casing inner conical tube sheet 6 also is provided with the dirt guiding gutter 5 of 3 reverse tapers.Setting height(from bottom) between the described taper tube sheet 6 is 8 centimetres.
With reference to Fig. 3, the cone angle of described conical tube 4 is the 40-100 degree, preferred 60 degree.Described mud guiding tube 11 internal diameters are 2-10 centimetre, and mud guiding tube 11 bottoms are provided with support 12.
With reference to Fig. 4, the cone angle of described dirt guiding gutter 5 is the 30-60 degree, and water conservancy diversion notch 13 opening sizes are 2-10 centimetre.
With reference to Fig. 1, described casing 2 water inlet pipes 1 one sides are provided with many group cloth mill weirs 3, and outlet pipe 9 one sides are provided with one group and receive mill weir 8.
Handle water in water inlet pipe 1, cloth mill weir 3 enter the casing 2 of precipitation usefulness, carry out the mud-water separation precipitation during advection process multilayer taper tube sheet 6, dirt is deposited on the sidewall of conical pipe 4 and by gravity and successively slides into dirt guiding gutter 5 down by mud guiding tube 11, fall on the slope 7 of casing 2 bottoms through water conservancy diversion notch 13 again, regularly discharge at last from blowoff valve 10.The clear water of post precipitation is by receiving mill weir 8 collections and flowing out through outlet pipe 9.

Claims (10)

1. water treatment facilities, it comprises casing, water inlet pipe and outlet pipe, it is characterized in that, the middle and upper part is horizontally disposed with multilayer and folds the taper tube sheet that falls in described casing, every layer of taper tube sheet is provided with the conical pipe of a plurality of downward settings, and each conical pipe below is provided with mud guiding tube.
2. water treatment facilities according to claim 1 is characterized in that described bottom half is designed to ramp type, and is provided with blowoff valve at low level.
3. water treatment facilities according to claim 1 is characterized in that, the below of described casing inner conical tube sheet group is provided with the dirt guiding gutter of one or more reverse tapers.
4. water treatment facilities according to claim 1 is characterized in that described conical pipe is a conical tube, and the cone angle of conical tube is the 40-100 degree.
5. water treatment facilities according to claim 4 is characterized in that, the cone angle of described conical tube is 60 degree.
6. water treatment facilities according to claim 1 is characterized in that, described mud guiding tube internal diameter is 2-10 centimetre, and the mud guiding tube bottom is provided with support.
7. water treatment facilities according to claim 1 is characterized in that, the setting height(from bottom) between the described taper tube sheet is between 3-10 centimetre.
8. water treatment facilities according to claim 1 is characterized in that, the slope of described bottom half and the angle of horizontal plane are the 30-70 degree.
9. water treatment facilities according to claim 1 is characterized in that, the cone angle of described dirt guiding gutter is the 30-60 degree, and water conservancy diversion notch opening size is 2-10 centimetre.
10. according to the described water treatment facilities of arbitrary claim in the claim 1 to 9, it is characterized in that described casing water inlet pipe one side is provided with many group cloth mill weirs, outlet pipe one side is provided with one group and receives mill weir.
CNU2007201433392U 2007-04-19 2007-04-19 Water treatment equipment Expired - Fee Related CN201020302Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2007201433392U CN201020302Y (en) 2007-04-19 2007-04-19 Water treatment equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2007201433392U CN201020302Y (en) 2007-04-19 2007-04-19 Water treatment equipment

Publications (1)

Publication Number Publication Date
CN201020302Y true CN201020302Y (en) 2008-02-13

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Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2007201433392U Expired - Fee Related CN201020302Y (en) 2007-04-19 2007-04-19 Water treatment equipment

Country Status (1)

Country Link
CN (1) CN201020302Y (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104015260A (en) * 2014-06-21 2014-09-03 安徽省神洲建材科技有限公司 Pouring waste recovery structure of aerated concrete blocks
CN108553947A (en) * 2018-06-21 2018-09-21 盐城工学院 A kind of novel flat flow inclined-plate clarifying basin

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104015260A (en) * 2014-06-21 2014-09-03 安徽省神洲建材科技有限公司 Pouring waste recovery structure of aerated concrete blocks
CN104015260B (en) * 2014-06-21 2016-08-24 安徽省神洲建材科技有限公司 The casting waste materials recovery structure of air-entrained concrete building block
CN108553947A (en) * 2018-06-21 2018-09-21 盐城工学院 A kind of novel flat flow inclined-plate clarifying basin

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GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20080213