CN108591697A - A kind of thickening pond shell support construction - Google Patents
A kind of thickening pond shell support construction Download PDFInfo
- Publication number
- CN108591697A CN108591697A CN201810505803.0A CN201810505803A CN108591697A CN 108591697 A CN108591697 A CN 108591697A CN 201810505803 A CN201810505803 A CN 201810505803A CN 108591697 A CN108591697 A CN 108591697A
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- China
- Prior art keywords
- steel pipe
- vertical steel
- vertical
- thickening pond
- pond shell
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Classifications
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16M—FRAMES, CASINGS OR BEDS OF ENGINES, MACHINES OR APPARATUS, NOT SPECIFIC TO ENGINES, MACHINES OR APPARATUS PROVIDED FOR ELSEWHERE; STANDS; SUPPORTS
- F16M1/00—Frames or casings of engines, machines or apparatus; Frames serving as machinery beds
- F16M1/08—Frames or casings of engines, machines or apparatus; Frames serving as machinery beds characterised by being built-up of sheet material or welded parts
-
- 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
- B01D21/003—Sedimentation tanks provided with a plurality of compartments separated by a partition wall
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Mechanical Engineering (AREA)
- Building Environments (AREA)
- Filling Or Discharging Of Gas Storage Vessels (AREA)
Abstract
The present invention relates to a kind of thickening pond shell support constructions, it is characterised in that：The support construction includes 2 vertical and arranged in parallel vertical steel pipes（1）, vertical steel pipe（1）Pass through lateral steel pipe（8）With thickening pond shell（10）It is fixedly connected, vertical steel pipe（1）Upper end passes through I-steel（4）It is fixedly connected with assembled steel bridge frame（9）, vertical steel pipe（1）Support baseboard is fixed in lower end（6）On；It is simple in structure, easy for installation, of low cost, contact is soft, avoids mutual abrasion between shell and support construction by the mutual cooperation setting of multigroup gasket, avoid damaging.
Description
Technical field
The present invention relates to a kind of support construction more particularly to a kind of thickening pond shell support constructions.
Background technology
Thickening pond is used for thickened sludge in sewage disposal, and generally use gravity concentration method simultaneously passes through centre-drive mud scraper
To realize sludge and the Interstitial Water separation in sludge, to make sludge be concentrated, in concentration process, one side of thickening pond shell
By the agitaion of centre-drive mud scraper, by self gravitation effect, it is past also to fix and support effect other hand in face
Toward that cannot be effectively ensured, effect is fixed and supported to improve it, often uses more and complicated structure pair in the prior art
It realizes that support, complicated, installation is inconvenient, cost is higher, contact is direct, can not be kept away when having the tendency that the mutual changing of the relative positions
Exempt to cause mutually to wear, to damage thickening pond shell and shell support construction.
Invention content
To solve defect and deficiency in the prior art, the present invention provides a kind of thickening pond shell support construction, structures
Simply, easy for installation, of low cost, contact is soft, avoids shell and support construction by the mutual cooperation of multigroup gasket setting
Between mutual abrasion, avoid damaging.
The technical solution adopted by the present invention to solve the technical problems is：
A kind of thickening pond shell support construction, it is characterised in that：
The support construction includes 2 vertical and arranged in parallel vertical steel pipes, vertical steel pipe by lateral steel pipe with it is dense
Pond shell is fixedly connected, and vertical steel pipe upper end is fixedly connected with assembled steel bridge frame by I-steel, and branch is fixed in vertical steel pipe lower end
It supports on bottom plate；
Upper and lower 2 groups reinforcement steel pipes arranged in a crossed manner are provided between 2 vertical steel pipes；
Supporting steel pipe is also symmetrically set between support baseboard on the outside of vertical steel pipe；
Both sides positioned at the lower section of I-steel, every vertical steel pipe are additionally provided with reinforcing plate；
It is fixedly connected vertically by Upper gasket between steel pipe upper end and I-steel；
It is fixedly connected vertically by middle gasket between steel pipe lower end and support baseboard；
It is fixedly connected by side gasket between supporting steel pipe lower end and support baseboard；
The cross-sectional area of the side gasket is more than the cross-sectional area of the middle gasket, and the cross-sectional area of the middle gasket is big
In the cross-sectional area of the Upper gasket；
It is located in the side gasket on the outside of supporting steel pipe and the cross-sectional area of the part far from vertical steel pipe is padded more than the side
It is located at the cross-sectional area of the part on the inside of supporting steel pipe and close to vertical steel pipe in piece.
Further, upper and lower two lateral steel pipes are provided between the every vertical steel pipe and the thickening pond shell,
And wherein every lateral steel pipe divides with the vertical fastener for connection part, every lateral steel pipe with the thickening pond housing coupling part
It is both provided with triangle strengthening portion.
Further, one group of reinforcement steel pipe that the link position of the lateral steel pipe being located above and vertical steel pipe is located above
With the position between vertical steel pipe upper end；The link position of underlying transverse direction steel pipe and vertical steel pipe is located at upper and lower 2 groups of friendships
The position of fork setting reinforced between steel pipe.
Further, the link position on the outside of the supporting steel pipe and vertical steel pipe be located at upper and lower 2 groups it is arranged in a crossed manner plus
Between strong steel pipe.
Further, between the supporting steel pipe and the support baseboard formed 60 degree angles, and the supporting steel pipe and
Lateral distance of the vertical steel pipe on support baseboard is more than the distance between 2 vertical steel pipes.
Further, the cross-sectional shape of the side gasket is set as ellipse, the middle gasket and the Upper gasket
Cross-sectional shape is provided in round.
Further, the shell support construction is respectively arranged at the both sides of the thickening pond shell and symmetrically sets
It sets.
Further, the upper end of the vertical steel pipe is arranged in a manner of higher than the upper edge of the thickening pond shell.
Further, the vertical steel pipe, supporting steel pipe, reinforcement steel pipe, lateral steel pipe are made using epoxy red lead anti-corrosive paint
It is priming paint, epoxy micaceous iron paint as intermediate coat, additional fireproof coating.
The beneficial effects of the invention are as follows：
（1）It is simple in structure, easy for installation, of low cost, contact is soft, avoids shell by the mutual cooperation of multigroup gasket setting
And the mutual abrasion between support construction, it avoids damaging；
（2）Respectively by lateral steel pipe, reinforce steel pipe, supporting steel pipe ensure two vertical steel pipes between, outside and laterally and
The support of thickening pond shell and bonding strength；
（3）By be specifically arranged side gasket cross-sectional area be more than middle gasket cross-sectional area and middle gasket it is transversal
Face area is more than the cross-sectional area of Upper gasket, to ensure and meet the supporting role to shell its own gravity, and passes through setting
It is located in the gasket of side on the outside of supporting steel pipe and the cross-sectional area of the part far from vertical steel pipe is more than in the gasket of side positioned at support
The cross-sectional area of part on the inside of steel pipe and close to vertical steel pipe so that the shell support construction stress is concentrated on into vertical steel
Left-right rollover is avoided between pipe, ensures supporting steel pipe and the oblique sufficiently large contact area of side gasket, avoids shell and support knot
It is mutually worn caused by being in direct contact between structure, avoids damaging；It avoids being located at subordinate in supporting steel pipe because of excessive side gasket simultaneously
Side winds so as to cause the excessive side gasket bending below supporting steel pipe and then influences support effect.
（4）Vertical steel pipe upper end is fixedly connected with assembled steel bridge frame by I-steel, derives from a wealth of sources, is cheap, and ensures
On the basis of support strength, increase forced area, mitigates construction weight；
（5）Vertical steel pipe, supporting steel pipe reinforce steel pipe, lateral steel pipe using epoxy red lead anti-corrosive paint as priming paint, epoxy micaceous iron
Paint is used as intermediate coat, additional fireproof coating to paint the related request that can meet for thickening pond shell support construction applying.
Description of the drawings
Fig. 1 is a kind of structural schematic diagram of thickening pond shell support construction of the present invention；
Fig. 2 is a kind of structural side view of thickening pond shell support construction of the present invention.
Specific implementation mode
In conjunction with the accompanying drawings, the present invention is further explained in detail.These attached drawings are simplified schematic diagram, only with
Illustration illustrates the basic structure of the present invention, therefore it only shows the composition relevant to the invention.
As shown in Figs. 1-2, a kind of thickening pond shell support construction,
The support construction includes 2 vertical and arranged in parallel vertical steel pipes 1, vertical steel pipe 1 by lateral steel pipe 8 with it is dense
Close pond shell 10 is fixedly connected, and 1 upper end of vertical steel pipe is fixedly connected with assembled steel bridge frame 9,1 lower end of vertical steel pipe by I-steel 4
It is fixed on support baseboard 6, is derived from a wealth of sources by selection, cheap I-steel, while ensureing support strength, increased
Forced area mitigates construction weight；
Upper and lower 2 groups reinforcement steel pipes 3 arranged in a crossed manner are provided between 2 vertical steel pipes 1；In 1 outside of vertical steel pipe and support
Supporting steel pipe 2 is also symmetrically set between bottom plate 6；Ensure two by lateral steel pipe, reinforcement steel pipe, supporting steel pipe respectively
Between vertical steel pipe, outside and laterally with the support of thickening pond shell and bonding strength；
Both sides positioned at the lower section of I-steel 4, every vertical steel pipe 1 are additionally provided with reinforcing plate 5, to improve 1 upper end of vertical steel pipe
With the bonding strength of 4 lower surface of I-steel；
It is fixedly connected vertically by Upper gasket 73 between 1 upper end of steel pipe and I-steel 4；Vertical 1 lower end of steel pipe and support baseboard 6 it
Between be fixedly connected by middle gasket 71；It is fixedly connected by side gasket 72 between 2 lower end of supporting steel pipe and support baseboard 6；Upper pad
Piece 73, middle gasket 71, side gasket 72 select elastic material to make.
The cross-sectional area of side gasket 72 is more than the cross-sectional area of middle gasket 71, and the cross-sectional area of middle gasket 71 is more than
The cross-sectional area of Upper gasket 73, to ensure and meet the supporting role to shell its own gravity.
The cross-sectional area for being located at 2 outside of supporting steel pipe and the part far from vertical steel pipe 1 in side gasket 72 is padded more than side
It is located at 2 inside of supporting steel pipe in piece 72 and close to the cross-sectional area of the part of vertical steel pipe 1 so that by the shell support construction
Stress avoids left-right rollover between concentrating on vertical steel pipe, ensures supporting steel pipe and the oblique sufficiently large contact area of side gasket,
It avoids mutually wearing caused by being in direct contact between shell and support construction, avoids damaging；It avoids simultaneously because of excessive side gasket 72
It winds and then influences so as to cause excessive side gasket 72 bending positioned at 2 lower section of supporting steel pipe positioned at 2 lower inside of supporting steel pipe
Support effect；Optionally, the thickness for being located at the side gasket 72 of 2 lower inside of supporting steel pipe is more than positioned at 2 outside of supporting steel pipe
The thickness of side gasket 72, to further increase the support thickness of 2 lower inside of supporting steel pipe, to further avoid shell and branch
It is mutually worn caused by being in direct contact between support structure, avoids damaging.
Specifically, every it is vertical upper and lower two lateral steel pipes 8 are provided between steel pipe 1 and thickening pond shell 10, and wherein
Every lateral steel pipe 8 is both provided with 1 coupling part of vertical steel pipe, every lateral steel pipe 8 with 10 coupling part of thickening pond shell
Triangle strengthening portion 81, to ensure the bonding strength between lateral steel pipe and vertical steel pipe, lateral steel pipe and thickening pond shell.
Specifically, one group of reinforcement steel pipe that the link position of the lateral steel pipe 8 being located above and vertical steel pipe 1 is located above
Position between 3 and vertical 1 upper end of steel pipe；The link position of underlying transverse direction steel pipe 8 and vertical steel pipe 1 is located at upper and lower 2
The group position reinforced between steel pipe 3 arranged in a crossed manner, so that uniform force on the entire length direction of vertical steel pipe 1, avoids
Stress raisers, to ensure the integrated support intensity of vertical steel pipe 1.
Specifically, supporting steel pipe 2 and the link position in 1 outside of vertical steel pipe are located at upper and lower 2 groups reinforcement steel arranged in a crossed manner
Between pipe 3, to avoid the link position of supporting steel pipe 2 and 1 outside of vertical steel pipe and reinforce steel pipe 3 and 1 inside of vertical steel pipe
Link position be located at and the same position on 1 length direction of vertical steel pipe and then lead to stress undue concentration to influence vertical steel
The integrated support intensity of pipe 1.
Specifically, 60 degree of angles are formed between supporting steel pipe 2 and support baseboard 6 so that form most stable of equilateral triangle
Intensity is overally supported to improve it, and supporting steel pipe 2 is more than 2 vertically with lateral distance of the vertical steel pipe 1 on support baseboard 6
The distance between steel pipe 1, to ensure that supporting steel pipe 2 and the link position in 1 outside of vertical steel pipe are located at upper and lower 2 groups as far as possible
Between reinforcement steel pipe 3 arranged in a crossed manner.
Specifically, the cross-sectional shape of side gasket 72 is set as ellipse, the cross section shape of middle gasket 71 and Upper gasket 73
Shape is provided in round, with as far as possible so that the cross-sectional shape of each gasket meets the angularly disposed position of supporting steel pipe 2 and erects
The angularly disposed position of straight steel pipe 1.
Specifically, shell support construction is respectively arranged at the both sides of thickening pond shell 10 and is symmetrically set, to ensure
Thickening pond shell is supported on both sides and stress equalization, avoids occurring unilateral tilt and rollover.
Specifically, the upper end of vertical steel pipe 1 is arranged in a manner of higher than the upper edge of thickening pond shell 10, is set using above-mentioned
Meter so that thickening pond shell 10 is integrally located in the region that vertical steel pipe 1 and support baseboard 6 surround, even if working as thickening pond shell
It, also can be generally in the protection domain of vertical steel pipe 1 and support baseboard 6 when having the trend to unilateral run-off the straight and rollover
It is interior, without deviating from, turning over, to cause the harm of bigger.
Specifically, vertical steel pipe 1, supporting steel pipe 2, reinforcement steel pipe 3, lateral steel pipe 8 use epoxy red lead anti-corrosive paint conduct
Priming paint, epoxy micaceous iron paint are as intermediate coat, and additional fireproof coating, being painted in painting can meet for thickening pond shell support construction
Related request.
It is enlightenment with above-mentioned desirable embodiment according to the present invention, through the above description, relevant staff is complete
Various changes and amendments can be carried out without departing from the scope of the technological thought of the present invention' entirely.The technology of this invention
Property range is not limited to the contents of the specification, it is necessary to determine its technical scope according to right.
Claims (9)
1. a kind of thickening pond shell support construction, it is characterised in that：
The support construction includes 2 vertical and arranged in parallel vertical steel pipes（1）, vertical steel pipe（1）Pass through lateral steel pipe
（8）With thickening pond shell（10）It is fixedly connected, vertical steel pipe（1）Upper end passes through I-steel（4）It is fixedly connected with assembled steel bridge frame
（9）, vertical steel pipe（1）Support baseboard is fixed in lower end（6）On；
In 2 vertical steel pipes（1）Between be provided with upper and lower 2 groups reinforcement steel pipes arranged in a crossed manner（3）；
In vertical steel pipe（1）Outside and support baseboard（6）Between be also symmetrically set with supporting steel pipe（2）；
Positioned at I-steel（4）Lower section, every vertical steel pipe（1）Both sides be additionally provided with reinforcing plate（5）；
Vertical steel pipe（1）Upper end and I-steel（4）Between pass through Upper gasket（73）It is fixedly connected；
Vertical steel pipe（1）Lower end and support baseboard（6）Between pass through middle gasket（71）It is fixedly connected；
Supporting steel pipe（2）Lower end and support baseboard（6）Between pass through side gasket（72）It is fixedly connected；
The side gasket（72）Cross-sectional area be more than the middle gasket（71）Cross-sectional area, the middle gasket（71）'s
Cross-sectional area is more than the Upper gasket（73）Cross-sectional area；
The side gasket（72）In be located at supporting steel pipe（2）Outside and separate vertical steel pipe（1）Part cross-sectional area it is big
In the side gasket（72）In be located at supporting steel pipe（2）Inside and close vertical steel pipe（1）Part cross-sectional area.
2. thickening pond shell support construction according to claim 1, it is characterised in that：The every vertical steel pipe（1）With
The thickening pond shell（10）Between be provided with upper and lower two lateral steel pipes（8）, and wherein every lateral steel pipe（8）With it is described
Vertical steel pipe（1）Coupling part, every lateral steel pipe（8）With the thickening pond shell（10）Coupling part is both provided with triangle and adds
Strong portion（81）.
3. thickening pond shell support construction according to claim 2, it is characterised in that：The lateral steel pipe being located above（8）
With vertical steel pipe（1）One group of reinforcement steel pipe being located above of link position（3）With vertical steel pipe（1）Position between upper end；
Underlying transverse direction steel pipe（8）With vertical steel pipe（1）Link position be located at upper and lower 2 groups reinforcement steel pipes arranged in a crossed manner（3）
Between position.
4. thickening pond shell support construction according to claim 1, it is characterised in that：The supporting steel pipe（2）With it is vertical
Steel pipe（1）The link position in outside is located at upper and lower 2 groups reinforcement steel pipes arranged in a crossed manner（3）Between.
5. thickening pond shell support construction according to claim 1, it is characterised in that：The supporting steel pipe（2）With it is described
Support baseboard（6）Between form 60 degree of angles, and the supporting steel pipe（2）With vertical steel pipe（1）In support baseboard（6）On cross
It is more than 2 vertical steel pipes to distance（1）The distance between.
6. thickening pond shell support construction according to claim 1, it is characterised in that：The side gasket（72）Cross section
It is shaped to ellipse, the middle gasket（71）With the Upper gasket（73）Cross-sectional shape be provided in round.
7. thickening pond shell support construction according to claim 1, it is characterised in that：The shell support construction is set respectively
It is placed in the thickening pond shell（10）Both sides and be symmetrically set.
8. thickening pond shell support construction according to claim 1, it is characterised in that：The vertical steel pipe（1）Upper end
To be higher than the thickening pond shell（10）The mode of upper edge arrange.
9. thickening pond shell support construction according to claim 1, it is characterised in that：The vertical steel pipe（1）, supporting steel
Pipe（2）, reinforce steel pipe（3）, lateral steel pipe（8）Using epoxy red lead anti-corrosive paint as priming paint, epoxy micaceous iron paint as intermediate coat,
Additional fireproof coating.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810505803.0A CN108591697B (en) | 2018-05-19 | 2018-05-19 | Dense pond shell bearing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810505803.0A CN108591697B (en) | 2018-05-19 | 2018-05-19 | Dense pond shell bearing structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108591697A true CN108591697A (en) | 2018-09-28 |
| CN108591697B CN108591697B (en) | 2020-06-09 |
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ID=63628947
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810505803.0A Active CN108591697B (en) | 2018-05-19 | 2018-05-19 | Dense pond shell bearing structure |
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| Country | Link |
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| CN (1) | CN108591697B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5467153A (en) * | 1977-10-27 | 1979-05-30 | Sulzer Ag | Device of supporting crossshead slide rail of piston engine |
| DE58901850D1 (en) * | 1988-11-03 | 1992-08-20 | Technotron Elektrotechnische G | MANUFACTURING METHOD FOR HYBRID CIRCUIT HOUSING. |
| CN200996379Y (en) * | 2007-01-15 | 2007-12-26 | 四川石油管理局成都天然气压缩机厂 | Air compressor for shell-type well drilling |
| CN204112589U (en) * | 2014-07-17 | 2015-01-21 | 黄娟娟 | A kind of supporting steel component |
| CN205276986U (en) * | 2016-01-07 | 2016-06-01 | 上海宝冶集团有限公司 | Effectual novel structure of anti impact load and level vibrations load |
| CN206846196U (en) * | 2017-06-05 | 2018-01-05 | 上海外高桥造船有限公司 | Hoist engine fixed platform frock |
-
2018
- 2018-05-19 CN CN201810505803.0A patent/CN108591697B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5467153A (en) * | 1977-10-27 | 1979-05-30 | Sulzer Ag | Device of supporting crossshead slide rail of piston engine |
| DE58901850D1 (en) * | 1988-11-03 | 1992-08-20 | Technotron Elektrotechnische G | MANUFACTURING METHOD FOR HYBRID CIRCUIT HOUSING. |
| CN200996379Y (en) * | 2007-01-15 | 2007-12-26 | 四川石油管理局成都天然气压缩机厂 | Air compressor for shell-type well drilling |
| CN204112589U (en) * | 2014-07-17 | 2015-01-21 | 黄娟娟 | A kind of supporting steel component |
| CN205276986U (en) * | 2016-01-07 | 2016-06-01 | 上海宝冶集团有限公司 | Effectual novel structure of anti impact load and level vibrations load |
| CN206846196U (en) * | 2017-06-05 | 2018-01-05 | 上海外高桥造船有限公司 | Hoist engine fixed platform frock |
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| Publication number | Publication date |
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| CN108591697B (en) | 2020-06-09 |
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