CN206103424U - Compound sedimentation tank of high strength - Google Patents
Compound sedimentation tank of high strength Download PDFInfo
- Publication number
- CN206103424U CN206103424U CN201620538725.0U CN201620538725U CN206103424U CN 206103424 U CN206103424 U CN 206103424U CN 201620538725 U CN201620538725 U CN 201620538725U CN 206103424 U CN206103424 U CN 206103424U
- Authority
- CN
- China
- Prior art keywords
- layer body
- internal layer
- outer layer
- sedimentation basin
- pool wall
- 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.)
- Active
Links
Landscapes
- Sink And Installation For Waste Water (AREA)
Abstract
The utility model discloses a compound sedimentation tank of high strength, including the pool wall, the pool wall includes the inlayer body and outer layer body, be equipped with the tie point between the inlayer body and the outer layer body. The utility model discloses the equal less outer layer body of well thickness and the combination of the inlayer body just can reach higher intensity, have practiced thrift the cost of manufacture, and overall structure is firm, and the feature of environmental protection can be good, and the energy saving and consumption reduction effect is showing, the utility model discloses can the wide application in fields such as the manufacturing of various devices, equipment and municipal works, building engineering, environmental protection, water supply and drainage, adaptability is wide.
Description
Technical field
The utility model belongs to water treatment field, more particularly, to a kind of high-strength composite sedimentation basin.
Background technology
At present in environmental protection and water supply and drainage field, existing sedimentation basin is generally poured by cement concrete and formed, volume ratio
It is heavier, movement is not easy to, for the problems referred to above, the sedimentation basin by made by stainless steel is developed, but its cost is high, carries
The high holistic cost of water process;One kind sedimentation basin by made by common metal material is also developed, in order to avoid Long-Time Service
Afterwards metal material such as gets rusty, corrodes at the phenomenon, causes the heavy water quality determined in pond to be contaminated, it will usually in precipitated metal pond
Inside sidewalls brushing paint etc. carries out antirust, preservative treatment.But the cost of paint is high, and painting after Long-Time Service can take off unavoidably
Fall, service life is shorter, and the paint brushed is also possible to pollute the water quality in sedimentation basin, and smell is heavier, and the feature of environmental protection is not good.
In order to bear the pressure of a large amount of water bodys in sedimentation basin, the sedimentation basin side wall of usual metal material needs to reach the thickness of 10mm, leads
Cause the cost of sedimentation basin higher.
Utility model content
In order to overcome the deficiencies in the prior art, the utility model to provide a kind of intensity height, cost of manufacture relatively low high intensity
Composite sedimentation tank.
The utility model solves the technical scheme that its technical problem adopted:A kind of high-strength composite sedimentation basin, including
Pool wall, the pool wall includes internal layer body and outer layer body, and between the internal layer body and outer layer body tie point is provided with.Outer layer body and internal layer
It is connected with each other by tie point realization between body, internal layer body has the effect for strengthening support force, when using, the impact force action of water
On internal layer body, it is transferred to respectively on tie point after by internal layer body is disperseed active force, tie point is again by the effect after dispersion
Power is dispersed to again on outer layer body, and the active force that outer layer body is born is greatly diminished to less than the 20% of original active force;Connection
The ingenious setting of point, the impulsive force for changing water normally transmits track, have also been changed the way of contact in traditional face and face, will connect
The impulsive force for receiving progressively is disperseed, to reach the effect for increasing intensity;Furthermore, between internal layer body and outer layer body by " point " even
Connect so that outer layer body can be set to thin structure with internal layer body, not only save manufacturing cost, and overall weight also mitigates
A lot, it is readily transported, pack and loads and unloads.
Further, the internal layer body is made up of stainless steel.Internal layer body is located at precipitation by made by stainless steel
The inner side of pond pool wall, so as to without the need for carrying out antiseptic and rustproof process by brushing paint to internal layer body, not affect on water quality, environmental protection
Property more preferably, extends the service life of sedimentation basin.
Further, at least part of corrugated structure in the section of the internal layer body, the ledge of the wave structure
Contact to form described tie point with the outer layer body.The plate body of corrugated structure is relative in flat plate body knot
Structure, the area of its allowable stress is bigger, so as to the pressure that each place of internal layer body is born is dispersed to smaller range.
Further, the wave structure includes zig-zag, sinusoidal waveform, trapezoidal waveform or rhombus waveform.When interior
Section that layer body and outer layer body are formed is triangular in shape or when waveform or trapezoidal or rhombus, relative to other shapes, its dispersion
The better performances of external force, when being acted on by external force, structure is more stable, is not susceptible to deformation, and then the intensity of pool wall is carried
Rise.
Further, the wave structure extends along pool wall short transverse.The wave structure of internal layer body is high along pool wall
The upper and lower parallel arrangement in degree direction, when the water body in sedimentation basin does not store completely whole pond body, the entirety of wave structure is all located at
In water body, or the part of the wave structure of the top is dipped in water body, impulsive force and pressure of the water body to wave structure
Disperseed by the whole length direction of wave structure, wave structure is more uniformly stressed, it is to avoid wave structure or so is put down
When row is arranged, neither one wave structure is integrally located at the situation in water body to be occurred, and causes wave structure unbalance stress, is entered
And affect the intensity of whole pool wall.
Further, the internal layer body is formed in one structure.Integrated formed structure can simplify processing technology thereof, and
And internal layer body is convenient with being linked and packed for outer layer body, the stress on internal layer body everywhere is more uniform.
Further, the thickness of the outer layer body is 0.5-1.5mm, and the thickness of the internal layer body is 0.2-0.8mm.Significantly
The volume for making the sheet metal of two-layer body is saved, so as to reduce the cost of overall sedimentation basin;Relative to tradition side
Method needs to can be only achieved target strength using the general steel plate of 10mm thickness, and internal layer body and outer layer body general thickness are less, saves
The consumption of about 50% sheet material, but the intensity of overall pool wall is higher.
Further, the thickness of the pool wall is 40-60mm.Although for making the sheet material consumption of internal layer body and outer layer body
Relatively save, but the thickness of overall pool wall is bigger than conventional thickness, and the intensity of pool wall is higher.
Further, the outer layer body is connected with internal layer body by welding or screw connection manner.Between internal layer body and outer layer body
It is completely embedded, firmly, the intensity of pool wall is high, and easy accessibility, is easy to carry, assembles.
Further, concrete layer has been poured in the space that the outer layer body is formed with internal layer body.Concrete layer is to pool wall
The effect of dual increase intensity is realized, mechanics of materials intensity is substantially increased, it is firmer so as to the intensity of pool wall is higher.
The beneficial effects of the utility model are:The combination of the less outer layer body of thickness and internal layer body just can reach higher
Intensity, has saved cost of manufacture, and overall structure is consolidated, and good environmental protection, energy conservation and consumption reduction effects are notable;The utility model can be wide
It is general to be applied to various devices, the manufacturing industry of equipment and the field such as municipal works, architectural engineering, environmental protection, water supply and drainage, adaptability
Extensively.
Description of the drawings
Fig. 1 is the structural representation one of internal layer body of the present utility model.
Fig. 2 is the structural representation two of internal layer body of the present utility model.
Fig. 3 is cross-sectional view of the present utility model.
Fig. 4 is cross-sectional view of the present utility model two.
Fig. 5 is cross-sectional view of the present utility model three.
Fig. 6 is the vertical section structure schematic diagram one of pool wall.
Fig. 7 is the vertical section structure schematic diagram two of pool wall.
Specific embodiment
In order that those skilled in the art are better understood from the utility model scheme, below in conjunction with the utility model reality
The accompanying drawing in example is applied, clear, complete description is carried out to the technical scheme in the utility model embodiment, it is clear that described
Embodiment is only a part of embodiment of the present utility model, rather than the embodiment of whole.Based on the reality in the utility model
Example is applied, the every other embodiment that those of ordinary skill in the art are obtained under the premise of creative work is not made all should
When the scope for belonging to the utility model protection.
Shown in reference picture 1-7, a kind of high-strength composite sedimentation basin, is double-decker, and it is included by made by metal material
Outer layer body 1 and by made by metal material internal layer body 2, outer layer body 1 is in tabular, and internal layer body 2 includes that multiple parallel arrangements are in
Undulatory plate body 21, between outer layer body 1 and internal layer body 2 accommodation space is formed.Prominent ripple and outer layer body 1 on internal layer body 2
Contact to form tie point 3, tie point 3 is the wherein one side that outer layer body 1 is fixedly connected on by the mode such as weld or be spirally connected,
In the utility model, tie point is not the point structure of narrow sense, but the tie point of less contact area is tied for face
Structure.Internal layer body 2 can be integrated formed structure, i.e., carry out punch forming to a monoblock flat board by machine;Internal layer body 2 can also
It is Split type structure, i.e., internal layer body 2 includes polylith plate body 21, every piece of plate body 21 is connected respectively with outer layer body 1.
The section of internal layer body 2 is continuous zig-zag or sinusoidal waveform or trapezoidal waveform, specifically preferably, internal layer body 2
Partial cross section when being connected with outer layer body 1 is triangular in shape, trapezoidal or waveform, and certain section can also be square, rhombus or circle
Arc etc. can provide the shape of larger support force to outer layer body 1.Likewise, the section of internal layer body 2 can also be by zig-zag
Or the arrangement that alternates of sinusoidal waveform or trapezoidal waveform or other shapes is constituted, i.e., one plate body 21 includes that section is triangular in shape
The combination trapezoidal with section, naturally it is also possible to be triangle and corrugated combination etc. other any combination.The plate of internal layer body 2
Body 21 can also be interruption arrangement, i.e., the plate-like structure that connection one is fitted with the side of outer layer body 1 between adjacent plate body, i.e., as schemed
1st, shown in Fig. 2, trapezoidal have up and down a structure of extension edge 22, and triangle also has up and down the structure of extension edge 22.
Wave structure on internal layer body 2 extends along the short transverse of pool wall, i.e. the upper and lower parallel arrangement of wave structure,
So as to be possible without whole short transverse by water body submergence except the single wave structure positioned at most top surface, other corrugated
All by water body submergence, i.e., the wave structure for entirely extending along water body flow direction is immersed in precipitation to the whole short transverse of structure
In the water body in pond, water body is disperseed to the impulsive force or pressure of internal layer body 2 by wave structure, is dispersed to wave structure everywhere
Pressure is delivered to again tie point 3, is finally dispersed on outer layer body 1, so as to the impulsive force of water is repeatedly disperseed, finally reaches outer layer
The pressure everywhere of body 1 is less, and then whole pool wall is larger to the ability to bear of power, and the intensity of whole pool wall is higher.
Internal layer body 2 is located at the inner side of sedimentation basin, and the internal layer body 2 for contacting water body is made up of stainless steel, will not be to water quality
Impact is produced, the service life of pool wall is substantially prolongs.Outer layer body 1 on the outside of sedimentation basin does not contact water body, so outer layer
Body 1 can be made up of stainless steel, it is also possible to be made up of common metal steel plate.
The thickness of outer layer body 1 is 0.5-1.5mm, is preferably in the present embodiment in 1mm, i.e. Fig. 6, and h is 1mm, internal layer body 2
Thickness be 0.2-0.8mm, be preferably in the present embodiment in 0.5mm, i.e. Fig. 6, L is 0.5mm, outer layer body 1 and internal layer body 2 plus
The thickness for getting up is 40-60mm for the thickness of 40-60mm, i.e. pool wall, is preferably in 50mm, i.e. Fig. 6 in the present embodiment, and H is
50mm.Relative to the general steel plate that traditional sedimentation basin pool wall needs to use 10mm thick, the utility model greatlys save material
Consume, and intensity is guaranteed, or even be improved.
In order to further increase the intensity of pool wall, in the space that can be formed between outer layer body 1 and internal layer body 2 water is poured
Joints cement concrete in cavity a in cement concrete, i.e. Fig. 6.
Above-mentioned specific embodiment is used for illustrating the utility model, rather than the utility model is limited,
In spirit of the present utility model and scope of the claims, any modifications and changes made to the utility model all fall
Enter protection domain of the present utility model.
Claims (9)
1. a kind of high-strength composite sedimentation basin, including pool wall, it is characterised in that:The pool wall includes internal layer body(2)And outer layer body
(1), the internal layer body(2)And outer layer body(1)Between be provided with tie point(3), the internal layer body(2)Section at least partly be in ripple
Striated structure, the ledge of the wave structure and the outer layer body(1)Contact to form described tie point(3).
2. sedimentation basin according to claim 1, it is characterised in that:The internal layer body(2)It is made up of stainless steel.
3. sedimentation basin according to claim 1, it is characterised in that:The wave structure includes zig-zag, sine wave
Shape, trapezoidal waveform or rhombus waveform.
4. sedimentation basin according to claim 1, it is characterised in that:The wave structure extends along pool wall short transverse.
5. sedimentation basin according to claim 1, it is characterised in that:The internal layer body(2)Be formed in one structure.
6. sedimentation basin according to claim 1, it is characterised in that:The outer layer body(1)Thickness be 0.5-1.5mm, institute
State internal layer body(2)Thickness be 0.2-0.8mm.
7. sedimentation basin according to claim 1, it is characterised in that:The thickness of the pool wall is 40-60mm.
8. sedimentation basin according to claim 1, it is characterised in that:The outer layer body(1)With internal layer body(2)By welding or
Screw connection manner is connected.
9. sedimentation basin according to claim 1, it is characterised in that:The outer layer body(1)With internal layer body(2)The space of formation
Concrete layer is inside poured(5).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620538725.0U CN206103424U (en) | 2016-06-02 | 2016-06-02 | Compound sedimentation tank of high strength |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620538725.0U CN206103424U (en) | 2016-06-02 | 2016-06-02 | Compound sedimentation tank of high strength |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206103424U true CN206103424U (en) | 2017-04-19 |
Family
ID=58509716
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620538725.0U Active CN206103424U (en) | 2016-06-02 | 2016-06-02 | Compound sedimentation tank of high strength |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206103424U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108273293A (en) * | 2018-01-01 | 2018-07-13 | 浙江联池水务设备股份有限公司 | A kind of difunctional heavy sliding purifier of cross type and the sedimentation basin with the purifier |
-
2016
- 2016-06-02 CN CN201620538725.0U patent/CN206103424U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108273293A (en) * | 2018-01-01 | 2018-07-13 | 浙江联池水务设备股份有限公司 | A kind of difunctional heavy sliding purifier of cross type and the sedimentation basin with the purifier |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103422617A (en) | Continuous I beam adopting corrugated steel web steel and concrete composite structure | |
CN206103424U (en) | Compound sedimentation tank of high strength | |
CN207048076U (en) | A kind of connecting structure of steel bar truss floor support plate and double steel plate compound shear wall | |
CN201769995U (en) | Float-type water drilling platform | |
CN110056117B (en) | Corrugated surface hollow FRP profile sea sand concrete slab structure | |
CN208105047U (en) | A kind of assembled Orthotropic Steel Bridge Deck structure | |
CN103526689B (en) | Wavelike steel webplate steel-concrete combined structure simple supported box beam | |
CN206110469U (en) | High strength composite construction | |
CN206110475U (en) | Enhancement mode composite construction | |
CN201614601U (en) | Well lid structure | |
CN206110468U (en) | Composite reinforcement type structure | |
CN2698911Y (en) | High-performance anti-corrosive concrete pole with big bending moment | |
CN203729492U (en) | Light thermal-insulation net rack board | |
CN202247868U (en) | Pre-stressed concrete hollow square pile | |
CN203878566U (en) | Reinforced prefabricated concrete square pile | |
CN209760417U (en) | Anti-floating bottom basin of integrated pump station | |
CN203412111U (en) | Straight threaded sleeve connecting structure at stiffness steel girder node | |
CN203497470U (en) | Novel container top plate | |
CN202116972U (en) | Shear connector of FRP concrete composite beam | |
CN207079808U (en) | A kind of bamboo wood steel pipe | |
CN112779907A (en) | X-shaped bamboo joint pile | |
CN205348832U (en) | Prestressing force reinforcing means of continuous grafting structure | |
CN203640335U (en) | Bamboo-like hollow reinforced concrete pool | |
CN218374725U (en) | High-strength carbon fiber bar | |
CN206205254U (en) | A kind of waterproof light building block |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP02 | Change in the address of a patent holder |
Address after: Room 407, building 18, No. 998, Wenyi West Road, Yuhang District, Hangzhou City, Zhejiang Province 310000 Patentee after: ZHEJIANG LIANCHI WATER EQUIPMENT STOCK Co.,Ltd. Address before: Room 413, building 2, 1500 Wenyi West Road, Yuhang District, Hangzhou City, Zhejiang Province 310000 Patentee before: ZHEJIANG LIANCHI WATER EQUIPMENT STOCK Co.,Ltd. |
|
CP02 | Change in the address of a patent holder |