CN108211435A - A kind of accelerator with novel inclined-tube support - Google Patents
A kind of accelerator with novel inclined-tube support Download PDFInfo
- Publication number
- CN108211435A CN108211435A CN201810233140.1A CN201810233140A CN108211435A CN 108211435 A CN108211435 A CN 108211435A CN 201810233140 A CN201810233140 A CN 201810233140A CN 108211435 A CN108211435 A CN 108211435A
- Authority
- CN
- China
- Prior art keywords
- web member
- fixed
- stent
- clarifying basin
- horizontal beam
- 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.)
- Granted
Links
- 238000007789 sealing Methods 0.000 claims abstract description 31
- 230000008093 supporting effect Effects 0.000 claims abstract description 16
- 238000009432 framing Methods 0.000 claims abstract description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 26
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 229910052742 iron Inorganic materials 0.000 claims description 12
- 239000007787 solid Substances 0.000 claims description 2
- 238000003756 stirring Methods 0.000 abstract description 4
- 239000000463 material Substances 0.000 abstract description 3
- 239000013049 sediment Substances 0.000 abstract description 3
- 239000012530 fluid Substances 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 12
- 238000010907 mechanical stirring Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 241001347978 Major minor Species 0.000 description 2
- 238000005352 clarification Methods 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 230000008021 deposition Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000002244 precipitate Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 241000544061 Cuculus canorus Species 0.000 description 1
- 210000001015 abdomen Anatomy 0.000 description 1
- 238000013019 agitation Methods 0.000 description 1
- 230000001174 ascending effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000002562 thickening agent Substances 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/02—Settling tanks with single outlets for the separated liquid
- B01D21/04—Settling tanks with single outlets for the separated liquid with moving scrapers
- B01D21/06—Settling tanks with single outlets for the separated liquid with moving scrapers with rotating scrapers
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/24—Feed or discharge mechanisms for settling tanks
- B01D21/245—Discharge mechanisms for the sediments
Landscapes
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Joining Of Building Structures In Genera (AREA)
- Revetment (AREA)
Abstract
A kind of accelerator with novel inclined-tube support, including clarifying basin and its inclined-tube support of the internal inclined tube being covered with and support inclined tube；Inclined-tube support includes stent, main beam, secondary crossbeam, edge sealing beam, grid cover board, and triangular framing of the stent to support inclined tube in the vertical direction, including horizontal beam, diagonal brace, perpendicular web member and diagonal web member, stent is uniformly distributed multiple along the circle of clarifying basin one and is disposed radially；It is enclosed along clarifying basin one, main beam, secondary crossbeam and edge sealing beam is connected between adjacent stent in inclined tube bottom；The large cover of equal Gridding is laid between the pool wall of two neighboring horizontal beam and main beam and clarifying basin, the minor flaps of equal Gridding, each side edge thereof enclosing cover board frame are laid between two neighboring horizontal beam and main beam and edge sealing beam.Stent of the present invention can not only meet stirring clarifying basin can only unilateral support bracket fastened restrictive condition, and can ensure the fluid flow of flow and sediment while stablizing and supporting inclined tube, save material and ensure safety.
Description
Technical field
The present invention relates to the inclined-tube supports in a kind of water treatment facilities, and in particular to a kind of machine with novel inclined-tube support
Tool stirs clarifying basin.
Background technology
Accelerator is to install inclined tube in clarifying basin pond, further to promote sedimentation effect, improves water outlet water
Matter.Inclined tube needs to be covered with entire settling section, and ascending current is precipitated by inclined tube, and sediment is gradually accumulated in inclined tube to certain
It is slid after amount.Inclined tube needs to bear water impact and silt gravity in Water treatment, it is therefore desirable to which inclined tube is supported.
As shown in Figure 1, inclined tube supporting way in pond using setting cast-in-place concrete in traditional accelerator pond
Diagonal brace and precast concrete or steel bolster.Such as the tenth water factory of Beijing, cuckoo village water factory, the sub- water factory in city and building also
Village water factory, Shijingshan water factory, Men Cheng water factories etc..
Novel accelerator can not support tiltedly in the manner described above due to cancelling inner concrete support construction
Pipe.Therefore, in entitled " inclined-tube support in the thickener " patent of Publication No. CN201613045U, novel mechanical stirring clarification
The inclined-tube support that inclined tube supporting way uses in Chi Chi has made improvement, refers to Fig. 2, however is had using such supporting way
Following shortcoming：
1) since branch is provided with vertical supporting, bottom mud scraper operating diameter is influenced, it, need to be by pond body to avoid deposition problem
It is poured on the inside of pool wall sloping.Civil construction workload will be increased in this way, waste pond body volume, reduce the clarifying basin residence time,
Reduce treatment effeciency.
2) it since supporting structure stability is poor, only uses in pond type of the pond body diameter less than 22m, is supported to guarantee
Inclined tube weight needs number of holders more, investment is caused to increase, and influence fluidised form in pond.
To sum up, there are following problems for existing inclined tube supporting way：
1) the inclined-tube support mode of traditional both ends support, which can not be stirred in novel mechanical in clarifying basin, uses.
2) the existing novel mechanical stirring clarifying basin inclined-tube support structural stability based on traditional support mode is poor, only exists
Pond body diameter uses in the pond type less than 22m, inclined tube weight is supported to need number of holders more to guarantee, investment is caused to increase,
And influence fluidised form in pond.
3) it is straight to influence bottom mud scraper operating due to being equipped with vertical support for existing novel mechanical stirring clarifying basin inclined-tube support
Diameter to avoid deposition problem, need to will pour sloping on the inside of pond body pool wall.Civil construction workload will be increased in this way, waste pond
Body volume reduces the clarifying basin residence time, reduces treatment effeciency.
Invention content
In order to overcome the above technical defects and insufficient, the present invention provides a kind of mechanical agitation with novel inclined-tube support
Clarifying basin, the stent can not only meet novel mechanical stirring clarifying basin can only unilateral support bracket fastened restrictive condition, Er Qieneng
Enough fluid flows for ensureing flow and sediment while stablizing and supporting inclined tube, save material and ensure safety.
The present invention uses following technical solution：A kind of accelerator with novel inclined-tube support, including clear
Clear pond, the inclined tube being covered in the clarifying basin support the inclined-tube support of the inclined tube；The inclined-tube support include stent, main beam,
Secondary crossbeam, edge sealing beam, grid cover board, the stent are the triangular framing for supporting the inclined tube in the vertical direction, the branch
Frame is uniformly distributed multiple along the clarifying basin one circle and is disposed radially；
The stent includes horizontal beam, diagonal brace, perpendicular web member and diagonal web member；The horizontal beam fixing end is consolidated with the pool wall
Fixed, cantilever end level stretches to the center of circle of the clarifying basin, and the diagonal brace lower end below the horizontal beam is fixed with the pool wall, upper end
Close up the triangular framing described in fixed form with the cantilever end of the horizontal beam, fix what is be vertically arranged in the middle part of the horizontal beam
Perpendicular web member upper end, the perpendicular web member lower end closes up with the diagonal web member lower end to be fixed on the diagonal brace, the diagonal web member upper end
Close up fixation with the fixing end of the horizontal beam；
It is enclosed along the clarifying basin one, main beam, secondary crossbeam and edge sealing is connected between the adjacent stent in the inclined tube bottom
Beam, the both ends of the main beam are separately fixed at the upper end of two neighboring perpendicular web member, and the both ends of the pair crossbeam are separately fixed at
The upper end of the two neighboring diagonal brace, the edge sealing beam connect adjacent horizontal beam end and fixation；Two neighboring horizontal beam and
The region surrounded between the pool wall of main beam and the clarifying basin is laid with the large cover of equal Gridding, two neighboring horizontal beam and main horizontal stroke
The region surrounded between beam and edge sealing beam is laid with the edge enclosing cover board frame of the minor flaps of equal Gridding, the large cover and minor flaps
The fixed grid.
It is cylinder inside the clarifying basin；In the horizontal plane, edge sealing beam, the secondary horizontal stroke set gradually from inner ring to outer ring
The horizontal beam of beam, main beam and each stent is web-like structure after fixing；The edge sealing beam is Curved beam, and each edge sealing beam connects
It is connected into circle.
It is fixed on the clarifying basin pool wall and multiple buries iron；The horizontal beam both ends and middle part, the diagonal brace fixing end and in
Portion is welded to connect block, and the link block of the horizontal beam and diagonal brace fixing end is fixed with the iron bolt that buries, the perpendicular web member and
The both ends of diagonal web member are fixed with the link block bolt of corresponding position, the diagonal brace end and the connection of horizontal beam cantilever end
Block bolt is fixed；The quadrangle of the cover board frame is fixed with the link block bolt of corresponding position.
The main beam is bolted with adjacent two stands on perpendicular web member top, and the pair crossbeam is with adjacent two stands oblique
Support terminal bolt connects, and the edge sealing beam is connect with adjacent two stands in horizontal beam cantilever end head bolts.
The perpendicular web member and diagonal web member are I-steel, and the cover board frame is angle steel, and the grid is band steel grid.
The stent is at least 6.
The present invention has following positive beneficial effect：
1) present invention uses the composite structure of stent, major-minor beam and cover board, and main support is fixed using triangular structure unilateral side,
And the fixed I-steel of two auxiliary is set, stable structure intensity is high, can be clear in major diameter novel mechanical stirring of the diameter more than 22m
It is used in clear pond, required number of holders is few when supporting equivalent inclined tube weight, and falling on sludge in inclined tube, it is small to influence；
2) stent is only fixed in pool wall unilateral side, stretches to pond center position, is not influenced mud scraper operating, is ensured that novel mechanical stirs
Mix clarifying basin processing capacity and efficiency；
3) less material can be used and achieve the effect that support stablizing for inclined tube, reduce construction work amount in pond,
Number of holders is reduced, so as to reduce investment outlay；
4) it is connected between adjacent stent with major-minor beam and edge sealing beam, on the one hand enhances stent self stability, on the other hand may be used
Effective protection support lattice cover board, reduces grid cover board strength demand.
Description of the drawings
Fig. 1 is the structure diagram of traditional accelerator inclined tube and supporting way；
Fig. 2 is the structure diagram of existing minor diameter novel mechanical stirring clarifying basin inclined tube supporting way；
Fig. 3 is the vertical view after present invention installation；
The A-A position profile schematic diagrames of Fig. 4 Fig. 3；
Fig. 5 is the vertical view of large cover；
Fig. 6 is the vertical view of minor flaps；
Fig. 7 present invention stirs the structure diagram of clarifying basin inclined tube and supporting way.
Accompanying drawing number：1- stents, 2- main beams, 3- pair crossbeams, 4- edge sealing beams, 5- large covers, 6- minor flaps, 7- bury iron,
8- horizontal beams, 9- diagonal braces, 10- erect web member, 11- diagonal web members, 12- link blocks, 13- cover board frames, 14- grids, a- clarifying basins, and b- is oblique
Pipe, c- vertical supportings, d- slopes.
Specific embodiment
The specific embodiment of the present invention is described further below in conjunction with the accompanying drawings.
Following embodiment is only example of the present invention to clearly illustrate, and not to the limit of embodiments of the present invention
It is fixed.For those of ordinary skill in the art, it is various forms of that other can also be made on the basis of the following description
Variation changes, and these belong to protection of the spiritual obvious changes or variations drawn of the invention still in the present invention
Among range.
Refer to Fig. 3~7, a kind of accelerator with novel inclined-tube support, including clarifying basin a, the clarification
The inclined tube b being covered in a of pond supports the inclined-tube support of the inclined tube b；The inclined-tube support includes stent 1, main beam 2, secondary crossbeam
3rd, edge sealing beam 4, grid cover board, the stent 1 are the triangular framing for supporting the inclined tube in the vertical direction, the stent 1
It is evenly distributed with multiple along the clarifying basin a mono- circles and is disposed radially；
Fig. 4 is referred to, the stent 1 includes horizontal beam 8, diagonal brace 9, perpendicular web member 10 and diagonal web member 11；The horizontal beam 8 is solid
Fixed end and the pool wall are fixed, cantilever end level stretches to the center of circle of the clarifying basin a, 9 lower end of diagonal brace of 8 lower section of horizontal beam
It is fixed with the pool wall, the cantilever end of upper end and the horizontal beam 8 closes up and fixed forms the triangular framing, the level
Fixed 10 upper end of perpendicular web member being vertically arranged in 8 middle part of beam, perpendicular 10 lower end of web member closes up fixation with 11 lower end of diagonal web member
On the diagonal brace 9,11 upper end of diagonal web member and the fixing end of the horizontal beam 8 close up fixation；
Fig. 3~5 are referred to, the inclined tube b bottoms are enclosed along the clarifying basin a mono-, connect main horizontal stroke between the adjacent stent 1
Beam 2, secondary crossbeam 3 and edge sealing beam 4, the both ends of the main beam 2 are separately fixed at the upper end of two neighboring perpendicular web member 10, the pair
The both ends of crossbeam 3 are separately fixed at the upper end of the two neighboring diagonal brace 9, and the edge sealing beam 4 connects adjacent 8 end of horizontal beam
It is and fixed；The region surrounded between the pool wall of two neighboring horizontal beam 8 and main beam 2 and the clarifying basin a is laid with equal Gridding 14
Large cover 5, the region that is surrounded between two neighboring horizontal beam 8 and main beam 2 and edge sealing beam 4 is laid with the minor flaps of equal Gridding 14
6, the edge enclosing cover board frame 13 of the large cover and minor flaps fixes the grid 14.
Fig. 3 is referred to, is cylindrical inside the clarifying basin a；In the horizontal plane, the envelope set gradually from inner ring to outer ring
It is web-like structure after side bar 4, secondary crossbeam 3, main beam 2 and the fixation of horizontal beam 8 of each stent 1；The edge sealing beam 4 is arc
Beam, each edge sealing beam 4 connect into circle.
It is fixed on the clarifying basin a pool walls and multiple buries iron 7；8 both ends of horizontal beam and middle part, 9 fixing end of the diagonal brace
Block 12 is welded to connect with middle part, the link block 12 of 9 fixing end of the horizontal beam 8 and diagonal brace is fixed with 7 bolt of iron that buries, institute
The both ends for stating perpendicular web member 10 and diagonal web member 11 are fixed with 12 bolt of the link block of corresponding position, 9 end of diagonal brace with
12 bolt of link block of 8 cantilever end of horizontal beam is fixed；The quadrangle of the cover board frame 13 with the link block 12 of corresponding position
Bolt is fixed.
The main beam 2 is bolted with adjacent two stands 1 on perpendicular 11 top of web member, it is described pair crossbeam 3 with adjacent two
Frame 1 is bolted on 9 top of diagonal brace, and the edge sealing beam 4 is connect with adjacent two stands 1 in 8 cantilever end head bolts of horizontal beam.
The perpendicular web member 10 and diagonal web member 11 are I-steel, and the cover board frame 13 is angle steel, and the grid 14 is band steel
Grid.
The stent 1 is at least 6.
Embodiment
Inclined-tube support in the present invention including stent 1, main beam 2, secondary crossbeam 3, edge sealing beam 4, cover board 5, cover board 6 and buries
Iron 7, the radial arrangement in round pond body of stent 1 are connected with burying iron 7, each 1 quantity of clarifying basin a stents for 6 with
On.Stent 1 is made of horizontal beam 8, diagonal brace 9, perpendicular web member 10, diagonal web member 11 and link block 12.Horizontal beam 8 and diagonal brace 9 and pool wall
On the iron 7 that buries be connected with；Diagonal brace 9 is connected with horizontal beam 8 in the side close to pond center；Perpendicular web member 10, oblique abdomen
Bar 11 using I-steel, erects web member 10, diagonal web member 11 respectively with burying the link block 12 welded on iron 7, horizontal beam 8 and diagonal brace 9
It is connected with.There is the bolt hole that can be connect with link block 12 at perpendicular web member 10 and 11 both ends of diagonal web member.
Main beam 2 is with adjacent two stands 1 in perpendicular 11 link position of web member bolt top flushconnection, secondary crossbeam 3 and adjacent two
Stent 1 is in 9 link position of diagonal brace bolt top flushconnection, and edge sealing beam 4 is with adjacent two stands 1 on 8 end of horizontal beam bolt top
Flushconnection.There is the bolt hole that can be connect with link block 12 at the main beam 2, secondary crossbeam 3 and 4 both ends of edge sealing beam.
On adjacent two stands 1, big grid cover board 5 and minor flaps 6 are fixed in inner ring outer ring with bolt respectively.Two cover board quadrangles are equal
There is the bolt hole that can be connect with link block 12.Big minor flaps frame 13 is welded for angle steel, and inside is band steel grid 14, and grid hole is not
Less than 200mm × 200mm.
The installation method of the present invention includes the following steps：
1) stent 1 is assembled：Each composition beam of the stent 1 is fixed by link block 12；2) uniformly distributed stent 1：By described in
The horizontal beam 8 of stent 1 and the fixing end of diagonal brace 9 are individually fixed in and bury on iron 7；By multiple stents 1 uniformly, be radially arranged in
On clarifying basin a inner walls；3) connecting bracket 1：Fixed main beam 2, secondary crossbeam 3 and edge sealing beam 4 is connected between adjacent stent 1 to form
Roof beam structure unit；4) it is laid with cover board：Grid cover board and the enclosing cover board frame around cover board are laid on the roof beam structure unit of step 3).Most
It is set on grid 14 afterwards and is laid with inclined tube b.
Such as Fig. 7, the installation diagram of clarifying basin is stirred for novel mechanical, flow slowly rises from bottom of pond, flows through inclined tube b, precipitates
Object precipitates in inclined tube b, builds up, and slides to bottom of pond to be scraped to pool aottom center by mud scraper rotation and discharge, clear water rises to tiltedly
Above pipe b, flowing out stream of overflowing.
Claims (6)
1. a kind of accelerator with novel inclined-tube support including clarifying basin (a), is covered in the clarifying basin (a)
Inclined tube (b) supports the inclined-tube support of the inclined tube (b)；It is characterized in that, the inclined-tube support includes stent (1), main beam
(2), secondary crossbeam (3), edge sealing beam (4), grid cover board, the stent (1) is the triangle for supporting the inclined tube in the vertical direction
Shape frame, the stent (1) is uniformly distributed multiple along the clarifying basin (a) one circle and is disposed radially；
The stent (1) includes horizontal beam (8), diagonal brace (9), perpendicular web member (10) and diagonal web member (11)；The horizontal beam (8) is fixed
End is fixed with the pool wall, cantilever end level stretches to the center of circle of the clarifying basin (a), the diagonal brace (9) below the horizontal beam (8)
Lower end and the pool wall are fixed, the cantilever end of upper end and the horizontal beam (8) closes up and fixed forms the triangular framing, institute
State fixed perpendicular web member (10) upper end being vertically arranged, perpendicular web member (10) lower end and the diagonal web member in the middle part of horizontal beam (8)
(11) lower end, which closes up, is fixed on the diagonal brace (9), and diagonal web member (11) upper end and the fixing end of the horizontal beam (8) are closed up
It is fixed；
It is enclosed along the clarifying basin (a) one, main beam (2) is connected between the adjacent stent (1), is secondary horizontal in inclined tube (b) bottom
Beam (3) and edge sealing beam (4), the both ends of the main beam (2) are separately fixed at the upper end of two neighboring perpendicular web member (10), the pair
The both ends of crossbeam (3) are separately fixed at the upper end of the two neighboring diagonal brace (9), and the edge sealing beam (4) connects adjacent level
Beam (8) end and fixation；The region surrounded between two neighboring horizontal beam (8) and main beam (2) and the pool wall of the clarifying basin (a)
It is laid with the large cover (5) of equal Gridding (14), the area surrounded between two neighboring horizontal beam (8) and main beam (2) and edge sealing beam (4)
Described in the edge enclosing cover board frame (13) of the minor flaps (6) of the equal Gridding (14) of domain laying, the large cover and minor flaps is fixed
Grid (14).
2. a kind of accelerator with novel inclined-tube support as described in claim 1, which is characterized in that described clear
It is cylinder inside clear pond (a)；In the horizontal plane, edge sealing beam (4), secondary crossbeam (3), the main horizontal stroke set gradually from inner ring to outer ring
The horizontal beam (8) of beam (2) and each stent (1) is web-like structure after fixing；The edge sealing beam (4) be Curved beam, each envelope
Side bar (4) connects into circle.
3. a kind of accelerator with novel inclined-tube support as described in claim 1, which is characterized in that described clear
It is fixed on clear pond (a) pool wall and multiple buries iron (7)；Horizontal beam (8) both ends and middle part, the diagonal brace (9) fixing end and middle part
Be welded to connect block (12), the link block (12) of the horizontal beam (8) and diagonal brace (9) fixing end with described to bury iron (7) bolt solid
Fixed, the both ends of the perpendicular web member (10) and diagonal web member (11) are fixed with the link block of corresponding position (12) bolt, described
Diagonal brace (9) end and link block (12) bolt of horizontal beam (8) cantilever end are fixed；The quadrangle of the cover board frame (13) with it is corresponding
The link block (12) bolt of position is fixed.
A kind of 4. accelerator with novel inclined-tube support as described in claim 1, which is characterized in that the master
Crossbeam (2) is bolted with adjacent two stands (1) on perpendicular web member (11) top, and the pair crossbeam (3) exists with adjacent two stands (1)
Diagonal brace (9) top is bolted, and the edge sealing beam (4) connects with adjacent two stands (1) in horizontal beam (8) cantilever end head bolts
It connects.
5. a kind of accelerator with novel inclined-tube support as described in claim 1, which is characterized in that described perpendicular
Web member (10) and diagonal web member (11) are I-steel, and the cover board frame (13) is angle steel, and the grid (14) is band steel grid.
A kind of 6. accelerator with novel inclined-tube support as described in claim 1, which is characterized in that the branch
Frame (1) is at least 6.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810233140.1A CN108211435B (en) | 2018-03-21 | 2018-03-21 | Mechanical stirring clarification tank with inclined tube support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810233140.1A CN108211435B (en) | 2018-03-21 | 2018-03-21 | Mechanical stirring clarification tank with inclined tube support |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108211435A true CN108211435A (en) | 2018-06-29 |
| CN108211435B CN108211435B (en) | 2024-05-10 |
Family
ID=62658878
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810233140.1A Active CN108211435B (en) | 2018-03-21 | 2018-03-21 | Mechanical stirring clarification tank with inclined tube support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108211435B (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU993979A1 (en) * | 1981-08-10 | 1983-02-07 | Дзержинский филиал Ленинградского научно-исследовательского и конструкторского института химического машиностроения | Shelf-type settler |
| CN201182923Y (en) * | 2008-04-30 | 2009-01-21 | 中国恩菲工程技术有限公司 | Thickening machine |
| CN101704628A (en) * | 2009-05-15 | 2010-05-12 | 北京中宇科博环保工程有限公司 | Hollow dome inclined tube net rack |
| CN201613045U (en) * | 2010-03-01 | 2010-10-27 | 淮北重科矿山机器有限公司 | Inclined-tube support in thickener |
| CN201943388U (en) * | 2011-03-11 | 2011-08-24 | 西安长庆科技工程有限责任公司 | Combination type platform structure |
| JP3182813U (en) * | 2013-01-30 | 2013-04-11 | 片岡産業株式会社 | Groove lid receiving frame |
| DE202013105942U1 (en) * | 2013-12-24 | 2014-06-05 | Schieber Stahl- Und Metallbau Gmbh & Co. Kg | Device for calming water flowing into a clarifier |
| CN104225971A (en) * | 2014-10-14 | 2014-12-24 | 淮北市一环矿山机械有限公司 | Overflow sloping plate device of center transmission thickener |
| KR101619330B1 (en) * | 2015-10-02 | 2016-05-10 | 주식회사 신암이앤씨 | Horizontal Beam Supporting Bracket for Temporary Soil Retaining Work |
| CN208260258U (en) * | 2018-03-21 | 2018-12-21 | 北京市市政工程设计研究总院有限公司 | A kind of accelerator with novel inclined-tube support |
-
2018
- 2018-03-21 CN CN201810233140.1A patent/CN108211435B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU993979A1 (en) * | 1981-08-10 | 1983-02-07 | Дзержинский филиал Ленинградского научно-исследовательского и конструкторского института химического машиностроения | Shelf-type settler |
| CN201182923Y (en) * | 2008-04-30 | 2009-01-21 | 中国恩菲工程技术有限公司 | Thickening machine |
| CN101704628A (en) * | 2009-05-15 | 2010-05-12 | 北京中宇科博环保工程有限公司 | Hollow dome inclined tube net rack |
| CN201613045U (en) * | 2010-03-01 | 2010-10-27 | 淮北重科矿山机器有限公司 | Inclined-tube support in thickener |
| CN201943388U (en) * | 2011-03-11 | 2011-08-24 | 西安长庆科技工程有限责任公司 | Combination type platform structure |
| JP3182813U (en) * | 2013-01-30 | 2013-04-11 | 片岡産業株式会社 | Groove lid receiving frame |
| DE202013105942U1 (en) * | 2013-12-24 | 2014-06-05 | Schieber Stahl- Und Metallbau Gmbh & Co. Kg | Device for calming water flowing into a clarifier |
| CN104225971A (en) * | 2014-10-14 | 2014-12-24 | 淮北市一环矿山机械有限公司 | Overflow sloping plate device of center transmission thickener |
| KR101619330B1 (en) * | 2015-10-02 | 2016-05-10 | 주식회사 신암이앤씨 | Horizontal Beam Supporting Bracket for Temporary Soil Retaining Work |
| CN208260258U (en) * | 2018-03-21 | 2018-12-21 | 北京市市政工程设计研究总院有限公司 | A kind of accelerator with novel inclined-tube support |
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| Publication number | Publication date |
|---|---|
| CN108211435B (en) | 2024-05-10 |
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