CN206015616U - A kind of double leval jib folds dam - Google Patents
A kind of double leval jib folds dam Download PDFInfo
- Publication number
- CN206015616U CN206015616U CN201620992953.5U CN201620992953U CN206015616U CN 206015616 U CN206015616 U CN 206015616U CN 201620992953 U CN201620992953 U CN 201620992953U CN 206015616 U CN206015616 U CN 206015616U
- Authority
- CN
- China
- Prior art keywords
- dam
- push rod
- folds
- double leval
- leval jib
- 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.)
- Expired - Fee Related
Links
- 238000007789 sealing Methods 0.000 claims description 16
- 239000007788 liquid Substances 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 10
- 230000000694 effects Effects 0.000 abstract description 6
- 238000007667 floating Methods 0.000 abstract description 4
- 238000011010 flushing procedure Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000006243 chemical reaction Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a kind of double leval jib folds dam, and in particular to a kind of folding movable dam double leval jib folds dam.Technical problem to be solved is current conventional gate dam flood passage thorough, poor, complex structure of sand-flash effect etc..The utility model includes at least one folding dam unit being arranged on the dam foundation, described folds the hydraulic cylinder that dam unit is included quadric chain and is engaged with quadric chain, described quadric chain includes that the dam foundation, dam plate, connecting rod and the push rod being sequentially connected, the piston rod of hydraulic cylinder are connected with quadric chain.Sheet after using above-mentioned technical proposal is new, using multiple folding dam unit transverse arrangement designs, the dam body of different in width is combined into by the folding dam unit of varying number and different length, therefore the river course demand of any width is adapted to, adaptability is good, and each folding dam unit can independent operating, also can multiple folding dams unit simultaneously run, be easy to waterpower channel sand-flushing desilting, exclude floating thing and water rate control etc..
Description
Technical field
The utility model is related to water conservancy structure field, and in particular to a kind of folding movable dam double leval jib folding
Folded dam.
Background technology
With urban water, landscape construction, environmental improvement and irrigation, the needs of generation engineering, reality is not only required to
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 not thoroughly, 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
Need special push rod 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 is supported, and pressure ensures that difficulty is big, oil leakage phenomenon, poor reliability easily occurs.
Utility model content
The technical problems to be solved in the utility model be current conventional gate dam flood passage not thoroughly, sand-flash effect is poor, structure
Complexity etc., there is provided a kind of demand that disclosure satisfy that barrage retaining, drop dam flood passage, and simple structure, the double leval jib of dependable performance
Fold dam.
For solving above-mentioned technical problem, the utility model adopts following technical proposals：A kind of double leval jib folds dam, including to
A few folding dam unit being arranged on the dam foundation, described folding dam unit include quadric chain and with quadric chain phase
The hydraulic cylinder of cooperation, described quadric chain include the dam foundation, dam plate, connecting rod and the push rod being sequentially connected, the piston of hydraulic cylinder
Bar is connected with quadric chain.
Described dam plate, connecting rod, push rod pass sequentially through chain connection；Hinge and hydraulic pressure between described connecting rod and push rod
The piston rod of cylinder is shared.
Dam board support cage, push rod bearing cage and hydraulic cylinders bearing cage, described dam plate is provided with 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
For being articulated and connected.
Between described adjacent dam plate, joint is provided with U-shaped sealing structure,
Described U-shaped sealing structure includes the sealing strip for being wrapped in dam plate side and is separately positioned on above sealing strip with
The press strip of side, described press strip, is bolted to connection between sealing strip and dam plate.
The hydraulic pressure that each described folding dam unit is included at least two sets quadric chains and is engaged with quadric chain
Cylinder.
Multiple folding dam unit transverse arrangement designs are adopted using the utility model of said structure, by varying number and
The folding dam unit of different length is combined into the dam body of different in width, is therefore adapted to the river course demand of any width, adapts to
Property good, and each folding dam unit can independent operating, also can multiple folding dams unit simultaneously run, be easy to waterpower channel sand-flushing desilting,
Exclude floating thing and water rate control etc..
Description of the drawings
Fig. 1 is side structure schematic view under the utility model normal water retaining state；
Fig. 2 is front view of the utility model under normal water retaining state；
Fig. 3 is side view of the utility model under complete flood passage state；
Fig. 4 is the utility model side seal structure transverse face figure.
Specific embodiment
As shown in Figures 1 to 4, the utility model includes at least one folding dam unit being arranged on the dam foundation 13, described
Fold the dam unit hydraulic cylinder 4 that includes quadric chain and be engaged with quadric chain, described quadric chain includes
The dam foundation 13, dam plate 1, connecting rod 2 and the push rod 3 being sequentially connected, the piston rod 41 of hydraulic cylinder 4 are 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 shares a chain connection with the piston rod of push rod 3 and hydraulic cylinder 4.
Dam board support cage 8, push rod bearing cage 9 and hydraulic cylinders bearing cage 10 is provided with 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 is by dam board support cage 8
It is fixed on dam foundation bottom surface；3 lower end of push rod 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, is 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 includes the sealing strip 11 for being wrapped in 1 side of dam plate and is separately positioned on sealing strip 11
Side and the press strip 12 of lower section, described press strip 12, are fixedly connected by bolt 13 between sealing strip 11 and dam plate 1.U-shaped sealing knot
Structure plays water-stopping seepage-proof effect.
The hydraulic pressure that each described folding dam unit is included at least two sets quadric chains and is engaged with quadric chain
Cylinder 4.Each folding dam unit includes two sets of quadric chains and two hydraulic cylinders, and two sets of quadric chains share a dam plate,
Dam plate can be rotated relative to fixed hinge on dam board support 5.Stretching out and shrink by hydraulic cylinder piston rod, drives double leval jib machine
Structure is moved, and using the deformability characteristics of quadric chain, makes quadric chain be deformed into different stablizing in different positions
Triangular structure, so as to realizing the folding flood passage of checkdam plate and launching retaining.
As shown in figure 1, solid line represents that double leval jib folds operating position of the dam plate 1 on dam under normal water retaining state in figure,
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 is passed by connecting rod 2 and push rod 3 for drivening rod 2 and push rod 3
Dam plate 1 is passed, hinge axis of the dam plate 1 around dam board support 5 under the thrust of connecting rod 2 is rotated counterclockwise, 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 4 pressure leak process of hydraulic cylinder quadric chain in the presence of 1 gravity of dam plate and river pressure, dam plate 1
Certain angle is rotated clockwise, 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, so as to defining stable checkdam by push rod 3.
Dam plate 1 is from expansion retaining state to folding flood passage state conversion process：4 reverse pressurization of hydraulic cylinder, piston rod are inside
Shrink, 2 its hinge rotating shaft relative of drivening rod is rotated counterclockwise, the hinge axis of 3 relative push rod bearing 6 of push rod is rotated 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 dam plate pressure is born by connecting rod 2, push rod 3 etc., hydraulic cylinder 4 does not stress.
The hydraulic cylinder 4 used by the utility model, dam plate 1 fell completely and its fully unfolded position under all do not stress, only
Need pumping plant to pressurize in the starting stage of jack-up process and process of falling, therefore can ensure that hydraulic system is safe and reliable, use the longevity
Life length.
The utility model can adopt hydraulic controlling pump work directly manually operated, it would however also be possible to employ simple electric control operation, may be used also
To adopt computer remote control system, can also be used in combination with buoy or the water-head such as infrared, flood passage of realizing falling automatically, block
The functions such as river retaining.
Preferred embodiment of the present utility model is the foregoing is only, not in order to limit the utility model, all in this practicality
Any modification, equivalent substitution and improvements that is done within new spirit and principle etc., should be included in protection of the present utility model
Within the scope of.
Claims (7)
1. a kind of double leval jib folds dam, it is characterised in that：The dam foundation is arranged on including at least one（13）On folding dam unit, institute
That stated folds the hydraulic cylinder that dam unit is included quadric chain and is engaged 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 folds 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 folds dam, it is characterised in that：Dam board support cage is provided with 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 folds 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 folds dam, it is characterised in that：The adjacent dam plate（1）Between joint
It is provided with U-shaped sealing structure.
6. double leval jib according to claim 5 folds 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 folds dam, it is characterised in that：Each described folds dam unit to be included at least
Two sets of quadric chains and the hydraulic cylinder being engaged with quadric chain（4）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620992953.5U CN206015616U (en) | 2016-08-31 | 2016-08-31 | A kind of double leval jib folds dam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620992953.5U CN206015616U (en) | 2016-08-31 | 2016-08-31 | A kind of double leval jib folds dam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206015616U true CN206015616U (en) | 2017-03-15 |
Family
ID=58254232
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620992953.5U Expired - Fee Related CN206015616U (en) | 2016-08-31 | 2016-08-31 | A kind of double leval jib folds dam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206015616U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106381846A (en) * | 2016-08-31 | 2017-02-08 | 郑州环创自动化技术有限公司 | Four-connecting-rod folding dam |
| CN111074858A (en) * | 2020-01-20 | 2020-04-28 | 长江勘测规划设计研究有限责任公司 | Automatic flood discharge flap steel dam gate |
-
2016
- 2016-08-31 CN CN201620992953.5U patent/CN206015616U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106381846A (en) * | 2016-08-31 | 2017-02-08 | 郑州环创自动化技术有限公司 | Four-connecting-rod folding dam |
| CN106381846B (en) * | 2016-08-31 | 2019-04-02 | 郑州环创自动化技术有限公司 | Double leval jib folds dam |
| CN111074858A (en) * | 2020-01-20 | 2020-04-28 | 长江勘测规划设计研究有限责任公司 | Automatic flood discharge flap steel dam gate |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206015616U (en) | A kind of double leval jib folds dam | |
| CN103306247A (en) | Movable water retaining dam for water conservancy landscape | |
| CN202989879U (en) | Hydraulic bracing rod gate device for movable dam | |
| CN201485831U (en) | Door leaf type hydraulic gate | |
| CN102146686A (en) | Bucket wheel excavator | |
| CN201778310U (en) | Steel dam gate with single crank arm | |
| CN203334250U (en) | Mechanical movable retaining dam | |
| CN106223380B (en) | A kind of hydraulic hybrid excavator system | |
| CN203782658U (en) | Hydraulic lifting dam | |
| CN204023657U (en) | A kind of positive backhoe switching mechanism | |
| CN204940217U (en) | A kind of ultra-large type plane splits arc triangle gate | |
| CN103290815B (en) | Mechanical movable retaining dam | |
| CN209669822U (en) | A kind of hydraulic lifting dam | |
| CN201077978Y (en) | Low head movable dam | |
| CN106381846B (en) | Double leval jib folds dam | |
| CN212772241U (en) | Hydraulic dam bottom water stop device | |
| CN214246053U (en) | Pipeline dredging device for hydraulic engineering construction | |
| CN207331640U (en) | A kind of hydraulic pressure landscape dam mechanical-hydraulic lock support device | |
| CN204589941U (en) | A kind of collapsible bidirectional backwater gate | |
| CN112878282B (en) | Bottom shaft lower horizontal gate | |
| CN210439234U (en) | Integral horizontal rotary dam | |
| CN103911974B (en) | Hydraulic lifting dam | |
| CN207130674U (en) | A kind of active blocking dam | |
| CN105133680A (en) | Hydraulic grab bucket for rotary excavating guide rod type narrow wall seepage-proofing construction | |
| CN203770265U (en) | Hydraulic device for hydraulic lifting dam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170315 |