CN106381846A - Four-connecting-rod folding dam - Google Patents
Four-connecting-rod folding dam Download PDFInfo
- Publication number
- CN106381846A CN106381846A CN201610767892.7A CN201610767892A CN106381846A CN 106381846 A CN106381846 A CN 106381846A CN 201610767892 A CN201610767892 A CN 201610767892A CN 106381846 A CN106381846 A CN 106381846A
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- Prior art keywords
- dam
- push rod
- rod
- hydraulic cylinder
- folding
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/005—Deformable barrages or barrages consisting of permanently deformable elements, e.g. inflatable, with flexible walls
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses a four-connecting-rod folding dam, in particular to a foldable type movable dam four-connecting-rod folding dam. The technical problem that at present, a conventional gate dam is not thorough in flood draining, poor in desilting effect, complex in structure and the like is solved. The four-connecting-rod folding dam comprises at least one folding dam unit arranged on dam bases, each folding dam unit comprises a four-connecting-rod mechanism and a hydraulic cylinder matched with the four-connecting-rod mechanism, each four-connecting-rod mechanism comprises the dam base, dam plate, a connecting rod and a mandriltop plate, and a piston rod of each hydraulic cylinder is connected with the corresponding four-connecting-rod mechanism. By means of the above the technical scheme, the design that the multiple folding dam units are transversely arranged is adopted, the folding dam units in different numbers and with different lengths are combined into dam bodies with different widths, and therefore the requirement of a riverway with any width can be met, and the adaptability is good; and each folding dam unit can run independently, and the multiple folding dam units can run at the same time, so that waterpower sand flushing and silt removing are conveniently, and flotage removing, water amount control and the like are achieved.
Description
Technical field
The present invention relates to water conservancy structure field is and in particular to a kind of folding movable dam double leval jib folds
Dam.
Background technology
With the needs of urban water, landscape construction, environmental improvement and irrigation, generation engineering, not only requirement can be real
Barrage retaining on river now, and require not affect flood control safety, various dams and gate are widely used.
At present, mainly there is the routine gate dam such as steel gate dam, rubber dam, hydraulic pressure dam, hinge dam.Steel gate dam has middle pier, and block water row
Flood is not thorough, easily causes the alluvial such as mud, floating thing;Rubber dam impact resistance is weak, and floating row, sand-flash effect are poor;Hydraulic pressure dam
Special push rod is needed to support, and the support of every push rod and free and need special fixture block and hydraulic cylinder to realize, complex structure;Hinge dam
The long-term stress of hydraulic cylinder supports, and pressure ensures that difficulty is big, oil leakage phenomenon, poor reliability easily.
Content of the invention
The technical problem to be solved in the present invention is that current conventional gate dam flood passage is thorough, sand-flash effect is poor, complex structure
Deng, provide a kind of disclosure satisfy that barrage retaining, the demand of fall dam flood passage, and structure is simple, and the double leval jib of dependable performance folds
Dam.
For solving above-mentioned technical problem, the present invention adopts following technical proposals:A kind of double leval jib folds dam, including at least one
The individual folding dam unit being arranged on the dam foundation, described folding dam unit is included quadric chain and is matched with quadric chain
Hydraulic cylinder, described quadric chain includes the dam foundation, dam plate, connecting rod and the push rod being sequentially connected, the piston rod of hydraulic cylinder with
Quadric chain connects.
Described dam plate, connecting rod, push rod pass sequentially through chain connection;Hinge between described connecting rod and push rod and hydraulic pressure
The piston rod of cylinder shares.
It is provided with dam board support cage, push rod bearing cage and hydraulic cylinders bearing cage, described dam plate in the described dam foundation
It is arranged in dam board support cage by dam board support, push rod is arranged in push rod bearing cage by push rod bearing, hydraulic cylinder
It is arranged in hydraulic cylinders bearing cage by hydraulic cylinders bearing.
Between described dam plate and dam board support, between push rod and push rod bearing, between hydraulic cylinder and hydraulic cylinders bearing all
For being articulated and connected.
Between described adjacent dam plate, joint is provided with U-shaped sealing structure,
Described U-shaped sealing structure includes being wrapped in the sealing strip of dam plate side and is separately positioned on above and below sealing strip
Press strip, is bolted to connection between described press strip, sealing strip and dam plate.
Described each folds the hydraulic pressure that dam unit is included at least two sets quadric chains and matched with quadric chain
Cylinder.
The present invention using said structure adopts multiple folding dams unit transverse arrangement design, by varying number and difference
The folding dam unit of length is combined into the dam body of different in width, is therefore adapted to the river course demand of any width, adaptability is good,
And each fold dam unit can independent operating, also multiple folding dams unit can run simultaneously, be easy to waterpower channel sand-flushing desilting, exclusion drift
Float and water rate control etc..
Brief description
Fig. 1 is side structure schematic view under normal water retaining state of the present invention;
Fig. 2 is front view under normal water retaining state for the present invention;
Fig. 3 is side view under complete flood passage state for the present invention;
Fig. 4 is side seal structure transverse face of the present invention figure.
Specific embodiment
As shown in Figures 1 to 4, the present invention includes the folding dam unit that at least one is arranged on the dam foundation 13, described folding
Folded dam unit includes quadric chain and the hydraulic cylinder 4 matching with quadric chain, and described quadric chain is included successively
The dam foundation 13, dam plate 1, connecting rod 2 and the push rod 3 connecting, the piston rod 41 of hydraulic cylinder 4 is connected with quadric chain.
Described dam plate 1, connecting rod 2, push rod 3 pass sequentially through chain connection;Hinge between described connecting rod 2 and push rod 3
Share with the piston rod 41 of hydraulic cylinder 4.I.e. connecting rod 2 and the piston rod of push rod 3 and hydraulic cylinder 4 share a chain connection.
It is provided with dam board support cage 8, push rod bearing cage 9 and hydraulic cylinders bearing cage 10 in the described dam foundation, described
Dam plate 1 is arranged in dam board support cage 8 by dam board support 5, and push rod 3 is arranged on push rod bearing cage 9 by push rod bearing 6
On, hydraulic cylinder 4 is arranged in hydraulic cylinders bearing cage 10 by hydraulic cylinders bearing 7.Dam plate 1 can be poured by welding steel structure and concrete
Build and form it is also possible to be welded by steelframe and steel plate, dam plate 1 is hinged with dam board support 5, dam plate 5 passes through dam board support cage 8
It is fixed on dam foundation bottom surface;Push rod 3 lower end is hinged with push rod bearing 6, and push rod bearing 6 is fixed on dam by push rod bearing cage 9
On basal surface, hydraulic cylinder 4 is fixed for hinge type, hinged with hydraulic cylinders bearing 7, and hydraulic cylinders bearing 7 passes through hydraulic cylinders bearing cage
10 are fixed on bottom surface.
Between described dam plate 1 and dam board support 5, between push rod 3 and push rod bearing 6, hydraulic cylinder 4 and hydraulic cylinders bearing 7
Between be and be articulated and connected.
Between described adjacent dam plate 1, joint is provided with U-shaped sealing structure,
Described U-shaped sealing structure include being wrapped in dam plate 1 side sealing strip 11 and be separately positioned on sealing strip 11 top and
The press strip 12 of lower section, is fixedly connected by bolt 13 between described press strip 12, sealing strip 11 and dam plate 1.U-shaped sealing structure rises
To water-stopping seepage-proof effect.
Described each folds the hydraulic pressure that dam unit is included at least two sets quadric chains and matched with quadric chain
Cylinder 4.Each folds dam unit and comprises two sets of quadric chains and two hydraulic cylinders, and two sets of quadric chains share a dam plate,
Dam plate can rotate with respect to fixed hinge on dam board support 5.Stretching out and shrink by hydraulic cylinder piston rod, drives double leval jib machine
Structure moves, and using the deformability characteristics of quadric chain, makes quadric chain be deformed into different stablizing in different positions
Triangular structure, thus realize folding flood passage and the expansion retaining of checkdam plate.
As shown in figure 1, in figure solid line represents that double leval jib folds the operating position under normal water retaining state for the dam plate 1 on dam,
Dotted line represents that double leval jib folds dam and folding and the instantaneous position during expansion.
Dam plate 1 is from folding flood passage state to expansion retaining state conversion process:Hydraulic cylinder 4 under pressure piston rod to
Overhang, rotating around respective hinge axis of rotation, the thrust of hydraulic cylinder 4 passes through connecting rod 2 and push rod 3 passes for drivening rod 2 and push rod 3
Pass dam plate 1, dam plate 1 rotates counterclockwise around the hinge axis of dam board support 5 under the thrust of connecting rod 2, so that dam plate 1
Water retaining height is gradually increasing;After the piston rod of hydraulic cylinder 4 is elongated to maximum position, hydraulic cylinder 4 can start pressure release, until being changed into
Normal not operating pressure, in hydraulic cylinder 4 pressure leak process quadric chain in the presence of dam plate 1 gravity and river pressure, dam plate 1
Rotate clockwise certain angle, after the movable end of connecting rod 2 is contacted with the back side of dam plate 1, quadric chain is deformed into
Stable triangular structure, is played main support effect, thus define stable checkdam by push rod 3.
Dam plate 1 is from expansion retaining state to folding flood passage state conversion process:Hydraulic cylinder 4 reversely pressurizes, and piston rod is inside
Shrink, drivening rod 2 its hinge rotating shaft relatively rotates counterclockwise, the hinge axis of push rod 3 push rod bearing 6 relatively rotates clockwise,
Dam plate 1 rotates counterclockwise a low-angle under the collective effect of connecting rod 2 and push rod 3 first, then rotates clockwise, water retaining height
It is gradually lowered;When the movable end of connecting rod 2 is contacted again with the back side of dam plate 1, quadric chain is deformed in order to another steady
Determine triangular structure, as shown in figure 3, mainly bearing dam plate pressure by connecting rod 2, push rod 3 etc., hydraulic cylinder 4 does not stress.
Hydraulic cylinder 4 used in the present invention, dam plate 1 fell completely and its fully unfolded position under all do not stress, only top
The starting stage playing process and process of falling needs pumping plant to pressurize, and therefore can ensure that hydraulic system is safe and reliable, long service life.
The present invention can be directly manually operated using hydraulic controlling pump work, it would however also be possible to employ simple electric control operation, can also adopt
Use computer tele-control system, can also be used in combination with buoy or the water-head such as infrared, flood passage of realizing automatically falling, barrage store
The functions such as water.
The foregoing is only presently preferred embodiments of the present invention, not in order to limit the present invention, all spirit in the present invention and
Any modification, equivalent substitution and improvement done within principle etc., should be included within the scope of the present invention.
Claims (7)
1. a kind of double leval jib fold dam it is characterised in that:It is arranged on the dam foundation including at least one(13)On folding dam unit, institute
The dam unit that folds stated includes quadric chain and the hydraulic cylinder matching with quadric chain(4), described quadric chain
Including the dam foundation being sequentially connected(13), dam plate(1), connecting rod(2)And push rod(3), hydraulic cylinder(4)Piston rod(41)With double leval jib
Mechanism connects.
2. double leval jib according to claim 1 fold dam it is characterised in that:Described dam plate(1), connecting rod(2), push rod
(3)Pass sequentially through chain connection;Described connecting rod(2)And push rod(3)Between hinge and hydraulic cylinder(4)Piston rod(41)Altogether
With.
3. double leval jib according to claim 1 fold dam it is characterised in that:It is provided with dam board support cage in the described dam foundation
(8), push rod bearing cage(9)With hydraulic cylinders bearing cage(10), described dam plate(1)By dam board support(5)It is arranged on dam
Board support cage(8)On, push rod(3)By push rod bearing(6)It is arranged on push rod bearing cage(9)On, hydraulic cylinder(4)By liquid
Cylinder pressure bearing(7)It is arranged on hydraulic cylinders bearing cage(10)On.
4. double leval jib according to claim 3 fold dam it is characterised in that:Described dam plate(1)With dam board support(5)It
Between, push rod(3)With push rod bearing(6)Between, hydraulic cylinder(4)With hydraulic cylinders bearing(7)Between be and be articulated and connected.
5. double leval jib according to claim 1 fold dam it is characterised in that:Described adjacent dam plate(1)Between joint
It is provided with U-shaped sealing structure.
6. double leval jib according to claim 5 fold dam it is characterised in that:Described U-shaped sealing structure includes being wrapped in
Dam plate(1)The sealing strip of side(11)Be separately positioned on sealing strip(11)Above and below press strip(12), described press strip
(12), sealing strip(11)With dam plate(1)Between pass through bolt(13)It is fixedly connected.
7. double leval jib according to claim 1 fold dam it is characterised in that:Described each folds dam unit and includes at least
Two sets of quadric chains and the hydraulic cylinder matching with quadric chain(4).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201610767892.7A CN106381846B (en) | 2016-08-31 | 2016-08-31 | Double leval jib folds dam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201610767892.7A CN106381846B (en) | 2016-08-31 | 2016-08-31 | Double leval jib folds dam |
Publications (2)
Publication Number | Publication Date |
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CN106381846A true CN106381846A (en) | 2017-02-08 |
CN106381846B CN106381846B (en) | 2019-04-02 |
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ID=57938059
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CN201610767892.7A Active CN106381846B (en) | 2016-08-31 | 2016-08-31 | Double leval jib folds dam |
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Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4310262A (en) * | 1979-04-05 | 1982-01-12 | Pirelli/Furlanis Applicazioni | Collapsible dam and apparatus for raising and lowering the dam |
KR20020023624A (en) * | 2000-09-23 | 2002-03-29 | 한상관 | Construction method of double folding automatic sluice |
CN1408959A (en) * | 2002-07-02 | 2003-04-09 | 黑龙江省水利水电勘测设计研究院 | Movable steel gate plate and movable wall for dyke |
CN204225053U (en) * | 2014-11-07 | 2015-03-25 | 扬州市永强液压成套设备有限公司 | Hydraulic pressure dam is turned under cambered surface steel |
CN104775401A (en) * | 2015-03-26 | 2015-07-15 | 侯作启 | Foldable one-way backwater gate |
CN105155481A (en) * | 2015-10-15 | 2015-12-16 | 芜湖市银鸿液压件有限公司 | Folding supporting mechanism of hydraulic dam |
CN105804020A (en) * | 2016-04-20 | 2016-07-27 | 肖广汇 | Hydraulic rotating rigid support dam |
CN206015616U (en) * | 2016-08-31 | 2017-03-15 | 郑州环创自动化技术有限公司 | A kind of double leval jib folds dam |
-
2016
- 2016-08-31 CN CN201610767892.7A patent/CN106381846B/en active Active
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4310262A (en) * | 1979-04-05 | 1982-01-12 | Pirelli/Furlanis Applicazioni | Collapsible dam and apparatus for raising and lowering the dam |
KR20020023624A (en) * | 2000-09-23 | 2002-03-29 | 한상관 | Construction method of double folding automatic sluice |
CN1408959A (en) * | 2002-07-02 | 2003-04-09 | 黑龙江省水利水电勘测设计研究院 | Movable steel gate plate and movable wall for dyke |
CN204225053U (en) * | 2014-11-07 | 2015-03-25 | 扬州市永强液压成套设备有限公司 | Hydraulic pressure dam is turned under cambered surface steel |
CN104775401A (en) * | 2015-03-26 | 2015-07-15 | 侯作启 | Foldable one-way backwater gate |
CN105155481A (en) * | 2015-10-15 | 2015-12-16 | 芜湖市银鸿液压件有限公司 | Folding supporting mechanism of hydraulic dam |
CN105804020A (en) * | 2016-04-20 | 2016-07-27 | 肖广汇 | Hydraulic rotating rigid support dam |
CN206015616U (en) * | 2016-08-31 | 2017-03-15 | 郑州环创自动化技术有限公司 | A kind of double leval jib folds dam |
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CN106381846B (en) | 2019-04-02 |
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