CN106927563A - Aeration tank polycrystalline substance - Google Patents

Aeration tank polycrystalline substance Download PDF

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Publication number
CN106927563A
CN106927563A CN201710157452.4A CN201710157452A CN106927563A CN 106927563 A CN106927563 A CN 106927563A CN 201710157452 A CN201710157452 A CN 201710157452A CN 106927563 A CN106927563 A CN 106927563A
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CN
China
Prior art keywords
aeration tank
aeration
polycrystalline substance
arc
tank polycrystalline
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.)
Pending
Application number
CN201710157452.4A
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Chinese (zh)
Inventor
宋岱峰
牟俊龙
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.)
CHENGDU MFT MEMBRANE TECHNOLOGY Co Ltd
Original Assignee
CHENGDU MFT MEMBRANE TECHNOLOGY 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 CHENGDU MFT MEMBRANE TECHNOLOGY Co Ltd filed Critical CHENGDU MFT MEMBRANE TECHNOLOGY Co Ltd
Priority to CN201710157452.4A priority Critical patent/CN106927563A/en
Publication of CN106927563A publication Critical patent/CN106927563A/en
Pending legal-status Critical Current

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Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/02Aerobic processes
    • C02F3/12Activated sludge processes
    • C02F3/1278Provisions for mixing or aeration of the mixed liquor
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2203/00Apparatus and plants for the biological treatment of water, waste water or sewage
    • C02F2203/006Apparatus and plants for the biological treatment of water, waste water or sewage details of construction, e.g. specially adapted seals, modules, connections
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

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  • Life Sciences & Earth Sciences (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Microbiology (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)

Abstract

The invention discloses a kind of aeration tank polycrystalline substance.The aeration tank polycrystalline substance includes being surrounded by bottom surface and side aeration tank polycrystalline substance main body, the aeration head for being arranged at bottom surface, bottom surface and the side joint of the aeration tank polycrystalline substance main body are provided with air-flow buffer structure.When starting aeration inside aeration tank, air-flow buffer structure plays cushioning effect to entering into bottom surface with the air-flow of side joint, cause its change direction while, the energy of loss can also greatly reduce compared to common aeration tank before, due to the increase of current rate, activated sludge in the region is difficult to pile up, and activated sludge in aeration tank before can be more abundant compared with the degree that pending waste water mix.Under identical aeration rate, using aeration tank of the invention to the utilization rate of tolerance higher than common aeration tank, more fully, also more common aeration tank will be lacked the dead sludge that it is produced aeration, Treatment of Sludge operating cost step-down.

Description

Aeration tank polycrystalline substance
Technical field
The present invention relates to technical field of sewage, in particular to a kind of aeration tank polycrystalline substance.
Background technology
In the sewage disposal of activated sludge process, aerobic aeration pond is a very important process section, and the aeration tank is The structures of sewage disposal are carried out using activated sludge process.Certain dwell time of sewage is provided in pond, aerobic microbiological institute is met The mixing condition that the oxygen amount and sewage of needs are fully contacted with activated sludge.Aeration tank mainly by pond body, aerating system and is entered Three parts of delivery port constitute.Pond body is typically built up with armored concrete, and flat shape has rectangle, square and circular etc..
Existing aeration tank bottom bottom surface and its side shape right angle in 90 °, then cause aeration tank bottom and aeration tank side The place of junction is easily created aeration blind area, so in the case where long-time is aerated, the aeration blind area can gather non- Often many aerobic activated sludges, if these activated sludge cannot get enough dissolved oxygens, then these aerobic activated sludge are then The activated sludge of anaerobism can be become, and the condition is unsatisfactory for the life condition of microorganism in anaerobic activated sludge, then these are exhausted The anaerobic activated sludge of big department will be inactivated, and become dead mud and floated, and cause sewage aeration insufficient, make the expense for the treatment of sludge Raise.
The content of the invention
It is a primary object of the present invention to provide aeration tank polycrystalline substance, formed with solving aeration tank bottom in the prior art Aeration blind area causes aeration insufficient, is aerated the increased problem of cost.
To achieve these goals, there is provided a kind of aeration tank polycrystalline substance, the aeration tank polycrystalline substance is included by bottom surface The aeration tank polycrystalline substance main body surrounded with side, the aeration head for being arranged at bottom surface, the bottom of the aeration tank polycrystalline substance main body Face is provided with air-flow buffer structure with side joint.When starting aeration inside aeration tank, air-flow buffer structure is to entering Air-flow to bottom surface and side joint plays cushioning effect, causes it while direction is changed, the energy of loss compared to Common aeration tank before can also greatly reduce, and due to the increase of current rate, the activated sludge in the region is difficult to pile up, and Activated sludge in aeration tank before can be more abundant compared with the degree that pending waste water mixes.Under identical aeration rate, Using aeration tank of the invention to the utilization rate of tolerance higher than common aeration tank, aeration is more abundant, its dead sludge for producing More common aeration tank will be lacked, Treatment of Sludge operating cost step-down.
Further, the air-flow buffer structure includes being arranged at the concave Iy curved structure of bottom surface and side joint.By This, when the air-flow of aeration meets the concave Iy curved structure, concave Iy curved structure plays a part of above-mentioned buffering to air-flow.
Further, arc of the concave Iy curved structure including covering bottom surface with side joint, the arc, A confined space is constituted between bottom surface, side.Thereby, it is possible to realize above-mentioned concave Iy curved structure, and simple structure, realize Get up to be easier.
Further, the concave Iy curved structure also includes the supporting construction of support arc.As a result, arc Mounting structure is more stablized.
Further, the supporting construction includes being filled in the concrete structure of confined space.Thus, it is fully filled close Space is closed, the more stable effect of arc board mounting structure is reached.When arc is also adopted by concrete structure, supporting construction with The concrete structure that arc holds together.
Further, the distance between the upper edge of the arc and described bottom surface and arc lower edge with it is described The distance between side is the half of the distance between the nearest aeration head of arc and the side.By practical study table It is bright under this condition, concave Iy curved structure is optimal for aeration gas flow buffering effect.
Further, the radian of the arc is 30 ° -45 °.Show under this condition by practical study, matrix is bent Face structure is preferable for aeration gas flow buffering effect.
Further, the radian of the arc is 45 °.Show under this condition by practical study, concave Iy curved knot Structure is optimal for aeration gas flow buffering effect.
Further, the aeration tank polycrystalline substance main body is square body, and the concave Iy curved structure setting is in square body The front and rear and/or left and right sides.Thus, concave Iy curved structure can be arranged on different several positions of aeration tank polycrystalline substance main body Put, aeration gas flow is buffered with realizing various ways.
It can be seen that, under identical aeration rate, the utilization rate of tolerance is exposed higher than common aeration tank using aeration tank of the invention Gas is more abundant, and also more common aeration tank will be lacked the dead sludge that it is produced, and Treatment of Sludge running cost is substantially reduced.
The present invention is described further with reference to the accompanying drawings and detailed description.The additional aspect of the present invention and excellent Point will be set forth in part in the description, and partly will become apparent from the description below, or by practice of the invention Solve.
Brief description of the drawings
The accompanying drawing for constituting a part of the invention is used for aiding in the understanding of the present invention, content provided in accompanying drawing and its Explanation relevant in the present invention can be used to explain the present invention, but not constitute inappropriate limitation of the present invention.In the accompanying drawings:
Fig. 1 is a kind of dimensional structure diagram of aeration tank polycrystalline substance of the invention.
Fig. 2 is a kind of internal structure schematic diagram of aeration tank polycrystalline substance embodiment 1 of the invention.
Fig. 3 is the mplifying structure schematic diagram of I in Fig. 2.
Fig. 4 is a kind of internal structure schematic diagram of aeration tank polycrystalline substance embodiment 2 of the invention.
Fig. 5 is the mplifying structure schematic diagram of H in Fig. 4.
Fig. 6 is the top view of a kind of aeration tank polycrystalline substance embodiment 1 of the invention and embodiment 2.
Fig. 7 is a kind of internal structure schematic diagram of aeration tank polycrystalline substance embodiment 3 of the invention.
Fig. 8 is a kind of top view of aeration tank polycrystalline substance embodiment 3 of the invention.
Fig. 9 is a kind of internal structure schematic diagram of aeration tank polycrystalline substance embodiment 4 of the invention.
Figure 10 is a kind of top view of aeration tank polycrystalline substance embodiment 4 of the invention.
Specific embodiment
Clear, complete explanation is carried out to the present invention below in conjunction with the accompanying drawings.Those of ordinary skill in the art are based on these It is possible to realize the present invention in the case of explanation.Before with reference to accompanying drawing, the present invention will be described, it is necessary to it is emphasized that:
(1) technical scheme and technical characteristic provided in each several part in the present invention including including the description below, In the case of not conflicting, these technical schemes and technical characteristic can be mutually combined.
(2) embodiments of the invention being related in the description below are generally only the embodiment of a part of the invention, without It is whole embodiments.Therefore, based on the embodiment in the present invention, those of ordinary skill in the art are not making creative labor The every other embodiment obtained on the premise of dynamic, should all belong to the scope of protection of the invention.
(3) on the explanation to term in the present invention.In description and claims of this specification and relevant part Term term " including " and their any deformation, it is intended that covering is non-exclusive to be included.Term " radian " refers to arc The number of degrees of central angle corresponding to shape plate.Term " concrete structure " refers to the structure made based on concrete, including plain coagulation Soil structure, reinforced concrete structure and prestressed reinforced concrete construction etc..
Aeration tank polycrystalline substance of the present invention, including surrounded by bottom surface 13 and side 11 aeration tank polycrystalline substance main body 1, set The aeration head 2 of bottom surface 13 is placed in, bottom surface 13 and the joint of side 11 of the aeration tank polycrystalline substance main body 1 are provided with air-flow buffer Structure.
The air-flow buffer structure includes being arranged at the concave Iy curved structure 12 of bottom surface 13 and the joint of side 11.
The concave Iy curved structure 12 includes the arc 121 of covering bottom surface 13 and the joint of side 11, the arc 121st, a confined space is constituted between bottom surface 13, side 11.
The concave Iy curved structure 12 also includes the supporting construction 122 of support arc 121.
The supporting construction 122 includes being filled in the concrete structure of confined space.
Distance and the lower edge of arc 121 and the side between the upper edge of the arc 121 and the bottom surface 13 Distance is the half of the distance between the nearest aeration head 2 of arc 121 and the side 11 between face 11.
The radian of the arc 121 is 30 ° -45 °.
The radian of the arc 121 is 45 °.
The aeration tank polycrystalline substance main body 1 is square body, and the concave Iy curved structure 12 is arranged at the front and rear of square body And/or the left and right sides.
Such as Fig. 1, Fig. 1 is a kind of dimensional structure diagram of aeration tank polycrystalline substance of the invention, shown aeration tank of the present invention Polycrystalline substance includes the aeration tank polycrystalline substance main body 1 of the square body shape surrounded by bottom surface 13 and four sides 11.
1,2,3,4 the invention will be further described by the following examples, and the internal structure of embodiment 1,2,3,4 is different.
Embodiment 1
As shown in Figure 2,6, Fig. 2 is a kind of internal structure schematic diagram of aeration tank polycrystalline substance embodiment 1 of the invention.
The horizontal row of aeration tank polycrystalline substance bottom surface 13 of the present invention is furnished with several aeration tubes 3, and aeration tube 3 is counted in the present embodiment It is three to measure, and several aeration heads 2 are interval with each aeration tube 3, and the quantity of aeration tube 3 is six, bottom surface 13 in the present embodiment Joint with two sides 11 in left and right is coated with arc 121, and one is constituted between the arc 121, bottom surface 13, side 11 Individual confined space, filled with concrete structure as supporting construction 122 in the confined space.Aeration tube 3 hangs down with left and right side 11 It is straight to set.
As shown in figure 3, being the mplifying structure schematic diagram of I in Fig. 2.Height of the upper edge of the arc 121 apart from bottom surface 13 It is h to spend, and distance of the upper edge of arc 121 apart from side 11 is d, between the aeration head 2 nearest apart from side 11 and side 11 Distance be the half of L for L, the h and d.
The arc 121 of aeration tank polycrystalline substance main body 1, supporting construction 122 use concrete structure in the present embodiment.
Wherein the radian of arc 121 is 45 °.
When starting aeration inside aeration tank, the arc 121 pairs of left and right side enters into bottom surface and connects with side The air-flow at place plays cushioning effect, causes it while direction is changed, and the energy of loss is compared to common aeration tank before Also can greatly reduce, due to the increase of current rate, the activated sludge in the region is difficult to pile up, and the activity dirt in aeration tank Mud before can be more abundant compared with the degree that pending waste water mixes.Under identical aeration rate, using aeration of the invention Pond is higher than common aeration tank to the utilization rate of tolerance, and more fully, also more common aeration tank will be lacked the dead sludge that it is produced aeration, Treatment of Sludge operating cost step-down.
Embodiment 2
It is a kind of internal structure schematic diagram of aeration tank polycrystalline substance embodiment 2 of the invention as shown in Fig. 4,6.
The horizontal row of aeration tank polycrystalline substance bottom surface 13 of the present invention is furnished with several aeration tubes 3, and aeration tube 3 is counted in the present embodiment It is three to measure, and several aeration heads 2 are interval with each aeration tube 3, and the quantity of aeration tube 3 is six, bottom surface 13 in the present embodiment Joint with two sides 11 in left and right is coated with arc 121, and one is constituted between the arc 121, bottom surface 13, side 11 Individual confined space.Aeration tube 3 be arranged in parallel with left and right side 11.
As shown in figure 5, Fig. 5 is the mplifying structure schematic diagram of H in Fig. 4.The upper edge of the arc 121 is apart from bottom surface 13 Highly be h, distance of the upper edge of arc 121 apart from side 11 is d, the aeration head 2 nearest apart from side 11 and side 11 it Between distance be the half of L for L, the h and d.
Aeration tank polycrystalline substance main body 1, arc 121 uses concrete structure in the present embodiment.Wherein arc 121 Radian is 45 °.
Compared with Example 1, supporting construction 122 is lacked in the present embodiment, is decreased on cost, but embodiment 1 The structure of arc 121 is more consolidated.
When starting aeration inside aeration tank, the arc 121 pairs of left and right side enters into bottom surface and connects with side The air-flow at place plays cushioning effect, causes it while direction is changed, and the energy of loss is compared to common aeration tank before Also can greatly reduce, due to the increase of current rate, the activated sludge in the region is difficult to pile up, and the activity dirt in aeration tank Mud before can be more abundant compared with the degree that pending waste water mixes.Under identical aeration rate, using aeration of the invention Pond is higher than common aeration tank to the utilization rate of tolerance, and more fully, also more common aeration tank will be lacked the dead sludge that it is produced aeration, Treatment of Sludge operating cost step-down.
Embodiment 3
As shown in Figure 7,8, Fig. 7 is a kind of internal structure schematic diagram of aeration tank polycrystalline substance embodiment 3 of the invention.Fig. 8 It is a kind of top view of aeration tank polycrystalline substance embodiment 3 of the invention.
The horizontal row of the present embodiment aeration tank polycrystalline substance bottom surface 13 is furnished with several aeration tubes 3, aeration tube 3 in the present embodiment Quantity is three, and several aeration heads 2 are interval with each aeration tube 3, and the quantity of aeration tube 3 is six, bottom surface in the present embodiment 13 are coated with arc 121 with the joint of former and later two sides 11, are constituted between the arc 121, bottom surface 13, side 11 One confined space.Aeration tube 3 be arranged in parallel with front and back sides 11.
Wherein the radian of arc 121 is 45 °.
The specific installation of its arc 121 can be using the structure in embodiment 1, it would however also be possible to employ the structure of embodiment 2, Using effect is suitable with embodiment 1, embodiment 2.
When starting aeration inside aeration tank, the arc 121 pairs of front and back sides enters into bottom surface and connects with side The air-flow at place plays cushioning effect, causes it while direction is changed, and the energy of loss is compared to common aeration tank before Also can greatly reduce, due to the increase of current rate, the activated sludge in the region is difficult to pile up, and the activity dirt in aeration tank Mud before can be more abundant compared with the degree that pending waste water mixes.Under identical aeration rate, using aeration of the invention Pond is higher than common aeration tank to the utilization rate of tolerance, and more fully, also more common aeration tank will be lacked the dead sludge that it is produced aeration, Treatment of Sludge operating cost step-down.
Embodiment 4
As shown in Figure 9, Figure 10, Fig. 9 is a kind of internal structure schematic diagram of aeration tank polycrystalline substance embodiment 4 of the invention. It is a kind of top view of aeration tank polycrystalline substance embodiment 4 of the invention.
The horizontal row of aeration tank polycrystalline substance bottom surface 13 of the present invention is furnished with several aeration tubes 3, and aeration tube 3 is counted in the present embodiment It is three to measure, and several aeration heads 2 are interval with each aeration tube 3, and the quantity of aeration tube 3 is six, bottom surface 13 in the present embodiment Arc 121 is coated with the joint of four sides 11 around, between the arc 121, bottom surface 13, side 11 A confined space is constituted, filled with concrete structure as supporting construction 122 in the confined space.Aeration tube 3 and front and rear side Face 11 be arranged in parallel.Aeration tube 3 is vertically arranged with left and right side 11.
Wherein the radian of arc 121 is 45 °.
The specific installation of its arc 121 can be using the structure in embodiment 1, it would however also be possible to employ the structure of embodiment 2, It is more preferable to aerating gas buffering effect compared with embodiment 1,2,3 in using effect, it is aerated more abundant.
When starting aeration inside aeration tank, four arcs of side 121 pairs enter into bottom surface and connect with side The air-flow at place plays cushioning effect, causes it while direction is changed, and the energy of loss is compared to common aeration tank before Also can greatly reduce, due to the increase of current rate, the activated sludge in the region is difficult to pile up, and the activity dirt in aeration tank Mud before can be more abundant compared with the degree that pending waste water mixes.Under identical aeration rate, using aeration of the invention Pond is higher than common aeration tank to the utilization rate of tolerance, and more fully, also more common aeration tank will be lacked the dead sludge that it is produced aeration, Treatment of Sludge operating cost step-down.
Embodiment 5
With embodiment 1 only difference is that the radian of its arc 121 is 30 °.Under identical aeration rate, using this The aeration tank of embodiment is higher than common aeration tank to the utilization rate of tolerance, and more fully, the dead sludge that it is produced is also more general for aeration Logical aeration tank will be lacked, and Treatment of Sludge running cost is substantially reduced.The present embodiment is omited for embodiment 1 to the utilization rate of tolerance Micro- decline.
Embodiment 6
With embodiment 1 only difference is that the radian of its arc 121 is 40 °.Under identical aeration rate, using this The aeration tank of embodiment is higher than common aeration tank to the utilization rate of tolerance, and more fully, the dead sludge that it is produced is also more general for aeration Logical aeration tank will be lacked, and Treatment of Sludge running cost is substantially reduced.The present embodiment is omited for embodiment 5 to the utilization rate of tolerance Micro- rising, the utilization rate to tolerance for embodiment 1 slightly declines.

Claims (9)

1. aeration tank polycrystalline substance, including aeration tank polycrystalline substance main body (1), the setting surrounded by bottom surface (13) and side (11) In the aeration head (2) of bottom surface (13), it is characterised in that the bottom surface (13) and side of the aeration tank polycrystalline substance main body (1) (11) joint is provided with air-flow buffer structure.
2. aeration tank polycrystalline substance as claimed in claim 1, it is characterised in that the air-flow buffer structure includes being arranged at bottom Face (13) and the concave Iy curved structure (12) of side (11) joint.
3. aeration tank polycrystalline substance as claimed in claim 2, it is characterised in that the concave Iy curved structure (12) includes covering Bottom surface (13) and the arc (121) of side (11) joint, the arc (121), structure between bottom surface (13), side (11) Into a confined space.
4. aeration tank polycrystalline substance as claimed in claim 3, it is characterised in that the concave Iy curved structure (12) also includes branch The supporting construction (122) of support arc (121).
5. aeration tank polycrystalline substance as claimed in claim 4, it is characterised in that the supporting construction (122) is including being filled in The concrete structure of confined space.
6. aeration tank polycrystalline substance as claimed in claim 3, it is characterised in that the upper edge of the arc (121) and institute State between bottom surface (13) that distance is away from arc between distance and arc (121) lower edge and the side (11) (121) between nearest aeration head (2) and the side (11) distance half.
7. aeration tank polycrystalline substance as claimed in claim 3, it is characterised in that the radian of the arc (121) is 30 °- 45°。
8. aeration tank polycrystalline substance as claimed in claim 7, it is characterised in that the radian of the arc (121) is 45 °.
9. aeration tank polycrystalline substance as claimed in claim 2, it is characterised in that the aeration tank polycrystalline substance main body (1) is Square body, the concave Iy curved structure (12) is arranged at the front and rear and/or left and right sides of square body.
CN201710157452.4A 2017-03-16 2017-03-16 Aeration tank polycrystalline substance Pending CN106927563A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710157452.4A CN106927563A (en) 2017-03-16 2017-03-16 Aeration tank polycrystalline substance

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710157452.4A CN106927563A (en) 2017-03-16 2017-03-16 Aeration tank polycrystalline substance

Publications (1)

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CN106927563A true CN106927563A (en) 2017-07-07

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110296270A (en) * 2019-06-27 2019-10-01 天虹阀门科技(泉州)有限公司 A kind of self-sealing elasticity seat valve lock

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1356860A (en) * 1970-07-30 1974-06-19 Creusot Loire Apparatus for aerating and circulating liquids
CN101983937A (en) * 2010-10-14 2011-03-09 北京恩菲环保股份有限公司 Aeration tank and method of replacing hoses therein
CN105731647A (en) * 2016-04-26 2016-07-06 北京博汇特环保科技有限公司 Mixed liquid air pushing device of BioDopp biochemical reactor

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1356860A (en) * 1970-07-30 1974-06-19 Creusot Loire Apparatus for aerating and circulating liquids
CN101983937A (en) * 2010-10-14 2011-03-09 北京恩菲环保股份有限公司 Aeration tank and method of replacing hoses therein
CN105731647A (en) * 2016-04-26 2016-07-06 北京博汇特环保科技有限公司 Mixed liquid air pushing device of BioDopp biochemical reactor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110296270A (en) * 2019-06-27 2019-10-01 天虹阀门科技(泉州)有限公司 A kind of self-sealing elasticity seat valve lock

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