CN109723040A - A kind of hydraulic water deflector structure - Google Patents
A kind of hydraulic water deflector structure Download PDFInfo
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- CN109723040A CN109723040A CN201910149669.XA CN201910149669A CN109723040A CN 109723040 A CN109723040 A CN 109723040A CN 201910149669 A CN201910149669 A CN 201910149669A CN 109723040 A CN109723040 A CN 109723040A
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- steel pipe
- plate
- gate
- hydraulic cylinder
- sealing strip
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 31
- 239000012530 fluid Substances 0.000 claims abstract description 35
- 229910000831 Steel Inorganic materials 0.000 claims description 97
- 239000010959 steel Substances 0.000 claims description 97
- 238000007789 sealing Methods 0.000 claims description 42
- 239000007788 liquid Substances 0.000 claims description 4
- 238000009434 installation Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 description 4
- 230000004888 barrier function Effects 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- FGRBYDKOBBBPOI-UHFFFAOYSA-N 10,10-dioxo-2-[4-(N-phenylanilino)phenyl]thioxanthen-9-one Chemical compound O=C1c2ccccc2S(=O)(=O)c2ccc(cc12)-c1ccc(cc1)N(c1ccccc1)c1ccccc1 FGRBYDKOBBBPOI-UHFFFAOYSA-N 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Abstract
The present invention provides a kind of hydraulic water deflector structure, including dam basis, dam basis upper surface are equipped with the first sink to lower recess, further include gate and the first fluid pressure drive device and the second fluid pressure drive device that are separately positioned on the basis of dam；First bottom of gullet is equipped with the second slot to lower recess, and second trench bottom is equipped with the first plate；First fluid pressure drive device drives gate and moves up and down gate along the vertical direction, and the gate is located at the surface of the first plate；Second fluid pressure drive device drives the first plate and moves up and down the first plate along the vertical direction.The present invention can simplify gate installation structure, and reduce existing security risk when installation gate.
Description
Technical field
The present invention relates to gate technical field more particularly to a kind of hydraulic water deflector structures.
Background technique
There are two types of forms for barrage sand washing gate in river at present, and one is rolled up by way of screw open-close machine with another kind
The mode of machine is raised to carry out the lifting of gate.Both modes are all that a portal frame is established above gate, are closed rising
Machine or hoist engine are put on the gantry.The portal frame built required by both modes, first is that intensity requirement is very high, second is that construction is difficult
It spends very big.Moreover, this scheme is extremely difficult in following maintenance service, high altitude operation has very big security risk.It opens
It closes machine and hoist engine failure rate is very high, often may require that and replaced, it is very inconvenient.
Summary of the invention
The present invention intends to provide a kind of hydraulic water deflector structure, gate installation structure can be simplified, and reduce installation
Existing security risk when gate.
In order to solve the above-mentioned technical problem, the technical solution adopted by the present invention are as follows:
The present invention provides a kind of hydraulic water deflector structures, including dam basis, and dam basis upper surface is equipped with
It further include gate and the first fluid pressure drive device and second for being separately positioned on the basis of dam to the first sink of lower recess
Fluid pressure drive device；
First bottom of gullet is equipped with the second slot to lower recess, and second trench bottom is equipped with the first plate；Described
One fluid pressure drive device driving gate simultaneously moves up and down gate along the vertical direction, and the gate is located at the surface of the first plate；
Second fluid pressure drive device drives the first plate and moves up and down the first plate along the vertical direction.
Further, first fluid pressure drive device includes first hydraulic cylinder, crossbeam and the first steel pipe, first liquid
Cylinder pressure is fixed on the basis of the dam, and the first hydraulic cylinder includes the first telescopic rod, and first telescopic rod can edge
The flexible setting of vertical direction；The crossbeam is horizontally disposed, and first telescopic rod top end is connect with crossbeam lower surface；Institute
The middle position for stating crossbeam lower surface is connect with first steel pipe one end, is connected at the top of the first steel pipe other end and the gate
It connects.
Further, the number of the first hydraulic cylinder is two, and the dam basis is located at the two of first sink
Side is fixed with the first hydraulic cylinder respectively；The first telescopic rod top and the one end of the beam of one first hydraulic cylinder
The first telescopic rod top of lower surface connection, another first hydraulic cylinder is connect with the lower surface of the crossbeam other end.
Further, a kind of hydraulic water deflector structure, further includes support, anchor bolt, pressing plate and nut；
The support is equipped with first through hole；The anchor bolt is L-type, and the anchor bolt includes the first bar and with the
One bar the second bar connected vertically；Second bar one end and first bar are anchored in dam basis, second bar
The other end has external screw thread；The second bar other end is located at that dam basis is outer, and sequentially pass through the support first through hole,
Pressing plate and nut, and connect with the internal screw thread of the nut；The first hydraulic cylinder is arranged on the support.
Further, second fluid pressure drive device includes second hydraulic cylinder, the second steel pipe, third steel pipe and the 4th steel
Pipe；The second hydraulic cylinder is fixed on the support, and the second hydraulic cylinder includes the second telescopic rod, and described second stretches
Contracting bar can stretch setting along the vertical direction；
It is fixedly connected at the top of second telescopic rod with second steel pipe one end, the second steel pipe other end and third
The connection of steel pipe one end；The third steel pipe other end passes through the first sink, and is located at the bottom of the second slot；The third steel pipe is another
One end is vertically equipped with the 4th steel pipe along the extension of the center direction of the second trench bottom；4th steel pipe and described the
The bottom surface of one plate connects.
Further, the two sides that the dam basis is located at first sink are fixed with the support respectively；Two
Second fluid pressure drive device is respectively equipped on support.
Further, the third steel pipe is arranged along the vertical direction, and the 4th steel pipe is horizontally disposed.
Further, first recess sidewall is equipped with the first sealing strip, and first sealing strip is arranged along the vertical direction；
First sealing strip is equipped with third slot compatible with third steel pipe shape close to the side of third steel pipe, described
Third slot is penetrated through with the upper surface of the first sealing strip and the lower surface of the first sealing strip respectively；The third steel pipe and the third
Slot is inconsistent.
Further, the gate is equipped with the second sealing strip, second sealing close to the side wall of the third steel pipe
Item is arranged along the vertical direction；
Second sealing strip is equipped with the 4th slot compatible with third steel pipe shape close to the side of third steel pipe, described
4th slot is penetrated through with the upper surface of the second sealing strip and the lower surface of the second sealing strip respectively；The third steel pipe and the described 4th
Slot is inconsistent.
Further, first plate is equipped with the second plate, and first plate is steel plate, and second plate is rubber slab；
The gate is located above the second plate；First plate and the second plate are respectively parallel to horizontal plane.
The invention has the benefit that
Hoist engine is needed in compared with the existing technology to complete the lifting of gate, and needs to establish a gantry above gate
Frame, when installing portal frame, there are some potential safety problemss；The present invention has supplied a kind of hydraulic water deflector structure, passes through hydraulic drive
The lifting of dynamic gate simplifies the installation process of gate without installing portal frame when installing gate；The present invention and in the first sink
Bottom be equipped with to lower recess the second slot, and the second trench bottom be equipped with the first plate, the first plate is by the second fluid pressure drive device
It drives it to go up and down along the vertical direction, before gate needs are put down, the first plate can be driven to rise vertically, and make the first plate and the first water
When the bottom surface of slot is concordant, after the sandstone fallen into the second slot being risen, by under the flowing of water flow, after sandstone are washed away, then
It drives the second plate to move straight down, contacts it with the second trench bottom, gate can be driven to move down at this time, final gate bottom
Portion is contacted with the first plate, and the present invention, which solves, often to be had sandstone punching and come into the bottom frame of existing gate bottom, is caused
The barrier of bottom can be removed by above-mentioned apparatus, be then again closed gate by the problem of gate fits badly, the present invention,
The effect for fastening gate can be played, while being also to solve existing gate close by hydraulic-driven when gate whereabouts
It when closed state, is fallen by the own wt by gate, it is understood that there may be the hydraulic pressure of bottom is larger, and makes to close by gate
Not tight problem.Above structure concrete operations provided by the invention are simple, securely and reliably, can thoroughly solve the tired of high altitude operation
Difficulty, and low cost.
Detailed description of the invention
Fig. 1 is a kind of schematic diagram of hydraulic water deflector structure of the embodiment of the present invention；
Fig. 2 is the partial enlarged view in Fig. 1；
Fig. 3 is the B-B partial sectional view when gate in Fig. 1 is in close state；
Fig. 4 is the B-B partial sectional view when gate in Fig. 1 is in the open state；
Label declaration:
1, dam basis；2, the first sink；3, gate；4, the first fluid pressure drive device；5, the second fluid pressure drive device；6,
Second slot；7, the first plate；8, first hydraulic cylinder；9, crossbeam；10, the first steel pipe；11, support；12, anchor bolt；13, pressing plate；
14, nut；15, the first bar；16, the second bar；17, second hydraulic cylinder；18, the second steel pipe；19, third steel pipe；20, the 4th steel
Pipe；21, the first sealing strip；22, the second sealing strip；23, the second plate.
Specific embodiment
To explain the technical content, the achieved purpose and the effect of the present invention in detail, below in conjunction with embodiment and cooperate attached
Figure is explained.
The most critical design of the present invention is: the first bottom of gullet is equipped with the second slot to lower recess, the second trench bottom is set
There is the first plate；First fluid pressure drive device driving gate simultaneously moves up and down gate along the vertical direction, and gate is located at the first plate
Surface；Second fluid pressure drive device drives the first plate and moves up and down the first plate along the vertical direction.
Fig. 1 to Fig. 4 is please referred to, the present invention provides a kind of hydraulic water deflector structure, including dam basis, the dams
Basic upper surface is equipped with the first sink to lower recess, further includes gate and is separately positioned on the basis of dam first hydraulic
Driving device and the second fluid pressure drive device；
First bottom of gullet is equipped with the second slot to lower recess, and second trench bottom is equipped with the first plate；Described
One fluid pressure drive device driving gate simultaneously moves up and down gate along the vertical direction, and the gate is located at the surface of the first plate；
Second fluid pressure drive device drives the first plate and moves up and down the first plate along the vertical direction.
As can be seen from the above description, the present invention has supplied a kind of hydraulic water deflector structure, by the lifting of hydraulic-driven gate,
Without installing portal frame when installing gate, the installation process of gate is simplified；The present invention and the bottom of the first sink be equipped with to
Second slot of lower recess, and it is equipped with the first plate in the second trench bottom, the first plate drives it along vertical by the second fluid pressure drive device
Direction lifting can drive the first plate to rise vertically, and keep the first plate concordant with the bottom surface of the first sink before gate needs are put down
When, after the sandstone fallen into the second slot being risen, by after sandstone are washed away, then driving the second plate perpendicular under the flowing of water flow
It directly moves down, contacts it with the second trench bottom, gate can be driven to move down at this time, final gate bottom connects with the first plate
Touching, the present invention, which solves, often to be had sandstone punching and comes into the bottom frame of existing gate bottom, and gate is caused to fit badly
The barrier of bottom can be removed by above-mentioned apparatus, then again be closed gate, can play and fasten by problem, the present invention
The effect of gate, while being also to solve existing gate by hydraulic-driven when close to closed state, be when gate whereabouts
It is fallen by the own wt by gate, it is understood that there may be the hydraulic pressure of bottom is larger, and makes the problem of fitting badly by gate.This
It is simple to invent the above structure concrete operations provided, securely and reliably, can thoroughly solve the difficulty of high altitude operation, and cost
It is low.
Further, first fluid pressure drive device includes first hydraulic cylinder, crossbeam and the first steel pipe, first liquid
Cylinder pressure is fixed on the basis of the dam, and the first hydraulic cylinder includes the first telescopic rod, and first telescopic rod can edge
The flexible setting of vertical direction；The crossbeam is horizontally disposed, and first telescopic rod top end is connect with crossbeam lower surface；Institute
The middle position for stating crossbeam lower surface is connect with first steel pipe one end, is connected at the top of the first steel pipe other end and the gate
It connects.
As can be seen from the above description, can effectively drive gate by above-mentioned apparatus and move up and down along the vertical direction, and lock
Door and the middle position at crossbeam link position being crossbeam, can make beam force more uniform, ensure that gate rises under
The stationarity of drop.
Further, the number of the first hydraulic cylinder is two, and the dam basis is located at the two of first sink
Side is fixed with the first hydraulic cylinder respectively；The first telescopic rod top and the one end of the beam of one first hydraulic cylinder
The first telescopic rod top of lower surface connection, another first hydraulic cylinder is connect with the lower surface of the crossbeam other end.
As can be seen from the above description, the first above-mentioned sink is used to flow out in the water in dam, and by being arranged in the first water
First hydraulic cylinder at left and right sides of slot can be improved the stationarity of gate rise and fall.
Further, a kind of hydraulic water deflector structure, further includes support, anchor bolt, pressing plate and nut；
The support is equipped with first through hole；The anchor bolt is L-type, and the anchor bolt includes the first bar and with the
One bar the second bar connected vertically；Second bar one end and first bar are anchored in dam basis, second bar
The other end has external screw thread；The second bar other end is located at that dam basis is outer, and sequentially pass through the support first through hole,
Pressing plate and nut, and connect with the internal screw thread of the nut；The first hydraulic cylinder is arranged on the support.
As can be seen from the above description, by above structure, on the basis of support steadily effectively capable of being fixed at dam,
Anchor bolt is L-type simultaneously, and the first bar of bottom and one end of the second bar are anchored in dam basis, and anchoring can be improved
The reliability that bolt is connect with dam basis, guarantee anchor bolt from dam basis in be separated from, while the first above-mentioned bar and
Integrated molding can be used in second bar.
Further, second fluid pressure drive device includes second hydraulic cylinder, the second steel pipe, third steel pipe and the 4th steel
Pipe；The second hydraulic cylinder is fixed on the support, and the second hydraulic cylinder includes the second telescopic rod, and described second stretches
Contracting bar can stretch setting along the vertical direction；
It is fixedly connected at the top of second telescopic rod with second steel pipe one end, the second steel pipe other end and third
The connection of steel pipe one end；The third steel pipe other end passes through the first sink, and is located at the bottom of the second slot；The third steel pipe is another
One end is vertically equipped with the 4th steel pipe along the extension of the center direction of the second trench bottom；4th steel pipe and described the
The bottom surface of one plate connects.
As can be seen from the above description, can effectively drive the first plate to move up and down along the vertical direction by above structure.
Further, the two sides that the dam basis is located at first sink are fixed with the support respectively；Two
Second fluid pressure drive device is respectively equipped on support.
As can be seen from the above description, can be improved stationarity when the first plate moves up and down by above structure.
Further, the third steel pipe is arranged along the vertical direction, and the 4th steel pipe is horizontally disposed.
As can be seen from the above description, stationarity when the first plate moves up and down can be further increased by above structure.
Further, first recess sidewall is equipped with the first sealing strip, and first sealing strip is arranged along the vertical direction；
First sealing strip is equipped with third slot compatible with third steel pipe shape close to the side of third steel pipe, described
Third slot is penetrated through with the upper surface of the first sealing strip and the lower surface of the first sealing strip respectively；The third steel pipe and the third
Slot is inconsistent.
Further, the gate is equipped with the second sealing strip, second sealing close to the side wall of the third steel pipe
Item is arranged along the vertical direction；
Second sealing strip is equipped with the 4th slot compatible with third steel pipe shape close to the side of third steel pipe, described
4th slot is penetrated through with the upper surface of the second sealing strip and the lower surface of the second sealing strip respectively；The third steel pipe and the described 4th
Slot is inconsistent.
As can be seen from the above description, by above structure, can guarantee third steel pipe and the first basin sidewall and gate it
Between the leakproofness that connects, prevent water flow from flowing through from the gap between them.
Further, first plate is equipped with the second plate, and first plate is steel plate, and second plate is rubber slab；
The gate is located above the second plate；First plate and the second plate are respectively parallel to horizontal plane.
As can be seen from the above description, after sandstone are fallen into the second slot, can be located above the second plate, driving by above structure
When first plate moves up and down, the second plate can be driven to move up and down simultaneously, when the second plate is concordant with the first sink bottom surface, Ji Ketong
It crosses water flow sandstone flow away, meanwhile, above-mentioned gate decline is contacted after closing with the second plate, since the second plate is rubber
First plate can play the role of buffering gate impulse force, second can play the gravity forces in gate, gate and second can be improved
The effect of the leakproofness connected between plate.
Please refer to Fig. 1 to Fig. 4, the embodiment of the present invention one are as follows:
The present invention provides a kind of hydraulic water deflector structure, including dam basis 1, basic 1 upper surface of the dam is set
First sink 2 of oriented lower recess further includes gate 3 and the first fluid pressure drive device 4 being separately positioned on dam basis 1
With the second fluid pressure drive device 5；
First sink, 2 bottom is equipped with the second slot 6 to lower recess, and 6 bottom of the second slot is equipped with the first plate 7；Institute
It states the first fluid pressure drive device 4 driving gate 3 and moves up and down gate 3 along the vertical direction, the gate 3 is located at the first plate 7
Surface；Second fluid pressure drive device 5 drives the first plate 7 and moves up and down the first plate 7 along the vertical direction.
The embodiment of the present invention two are as follows:
The present embodiment two and the difference of embodiment one are that a kind of hydraulic water deflector structure, further includes support
11, anchor bolt 12, pressing plate 13 and nut 14；
First fluid pressure drive device 4 includes first hydraulic cylinder 8, crossbeam 9 and the first steel pipe 10, the first hydraulic cylinder
8 are fixed on the dam basis 1, and the first hydraulic cylinder 8 includes the first telescopic rod, and first telescopic rod can be along perpendicular
Histogram is to flexible setting；The crossbeam 9 is horizontally disposed, and first telescopic rod top end is connect with 9 lower surface of crossbeam；Institute
The middle position for stating 9 lower surface of crossbeam is connect with 10 one end of the first steel pipe, 10 other end of the first steel pipe and the gate 3
Top connection；
The number of the first hydraulic cylinder 8 is two, and the two sides that the dam basis 1 is located at first sink 2 are distinguished
It is fixed with the first hydraulic cylinder 8；At the top of first telescopic rod of one first hydraulic cylinder 8 and under described 9 one end of crossbeam
The first telescopic rod top of surface connection, another first hydraulic cylinder 8 is connect with the lower surface of 9 other end of crossbeam；
The support 11 is equipped with first through hole；The anchor bolt 12 is L-type, and the anchor bolt 12 includes the first bar
15 and with second bar 16 connected vertically of the first bar 15；Described second bar, 16 one end and first bar 15 are anchored in dam base
In plinth 1,16 other end of the second bar has external screw thread；Second bar, 16 other end is located at outside dam basis 1, and successively wears
First through hole, pressing plate 13 and the nut 14 of the support 11 are crossed, and is connect with the internal screw thread of the nut 14；Described first is hydraulic
Cylinder 8 is arranged on the support 11；
Second fluid pressure drive device 5 includes second hydraulic cylinder 17, the second steel pipe 18, third steel pipe 19 and the 4th steel pipe
20；The second hydraulic cylinder 17 is fixed on the support 11, and the second hydraulic cylinder 17 includes the second telescopic rod, described
Second telescopic rod can stretch setting along the vertical direction；
Be fixedly connected at the top of second telescopic rod with described second steel pipe, 18 one end, 18 other end of the second steel pipe and
The connection of 19 one end of third steel pipe；19 other end of third steel pipe passes through the first sink 2, and is located at the bottom of the second slot 6；It is described
19 other end of third steel pipe is vertically equipped with the 4th steel pipe of the center direction extension along 6 bottom of the second slot；Described
Four steel pipes 20 are connect with the bottom surface of first plate 7；The third steel pipe 19 is arranged along the vertical direction, 20 edge of the 4th steel pipe
It is horizontally arranged；
The two sides that the dam basis 1 is located at first sink 2 are fixed with the support 11 respectively；Two supports 11
On be respectively equipped with second fluid pressure drive device 5；
First recess sidewall is equipped with the first sealing strip 21, and first sealing strip 21 is arranged along the vertical direction；It is described
First sealing strip 21 is equipped with third slot compatible with 19 shape of third steel pipe, the third slot close to the side of third steel pipe 19
It is penetrated through respectively with the upper surface of the first sealing strip 21 and the lower surface of the first sealing strip 21；The third steel pipe 19 and the third
Slot is inconsistent；
The gate 3 is equipped with the second sealing strip 22, second sealing strip 22 close to the side wall of the third steel pipe 19
It is arranged along the vertical direction；Second sealing strip 22 is equipped with close to the side of third steel pipe 19 and is adapted with 19 shape of third steel pipe
The 4th slot, the 4th slot penetrates through with the upper surface of the second sealing strip 22 and the lower surface of the second sealing strip 22 respectively；It is described
Third steel pipe 19 and the 4th slot are inconsistent；
First plate 7 is equipped with the second plate 23, and first plate 7 is steel plate, and second plate 23 is rubber slab；It is described
Gate 3 is located at 23 top of the second plate；First plate 7 and the second plate 23 are respectively parallel to horizontal plane.
The above description is only an embodiment of the present invention, is not intended to limit the scope of the invention, all to utilize this hair
Equivalents made by bright specification and accompanying drawing content are applied directly or indirectly in relevant technical field, similarly include
In scope of patent protection of the invention.
Claims (10)
1. a kind of hydraulic water deflector structure, including dam basis, dam basis upper surface are equipped with to the first of lower recess
Sink, which is characterized in that further include gate and the first fluid pressure drive device and the second liquid that are separately positioned on the basis of dam
Hydraulic driver；
First bottom of gullet is equipped with the second slot to lower recess, and second trench bottom is equipped with the first plate；First liquid
Hydraulic driver driving gate simultaneously moves up and down gate along the vertical direction, and the gate is located at the surface of the first plate；It is described
Second fluid pressure drive device drives the first plate and moves up and down the first plate along the vertical direction.
2. a kind of hydraulic water deflector structure according to claim 1, which is characterized in that first fluid pressure drive device
Including first hydraulic cylinder, crossbeam and the first steel pipe, the first hydraulic cylinder is fixed on the basis of the dam, and described first
Hydraulic cylinder includes the first telescopic rod, and first telescopic rod can stretch setting along the vertical direction；The crossbeam is set in the horizontal direction
It sets, first telescopic rod top end is connect with crossbeam lower surface；The middle position of the crossbeam lower surface and first steel pipe one end
Connection, the first steel pipe other end are connect with the top of the gate.
3. a kind of hydraulic water deflector structure according to claim 2, which is characterized in that the number of the first hydraulic cylinder
It is two, the two sides that the dam basis is located at first sink are fixed with the first hydraulic cylinder respectively；One described
It is connect at the top of first telescopic rod of one hydraulic cylinder with the lower surface of the one end of the beam, the first of another first hydraulic cylinder stretches
It is connect at the top of contracting bar with the lower surface of the crossbeam other end.
4. a kind of hydraulic water deflector structure according to claim 2, which is characterized in that further include support, anchor bolt,
Pressing plate and nut；
The support is equipped with first through hole；The anchor bolt be L-type, the anchor bolt include the first bar and with the first bar
Second bar connected vertically；Second bar one end and first bar are anchored in dam basis, and second bar is another
End has external screw thread；It is outer that the second bar other end is located at dam basis, and sequentially passes through the first through hole of the support, pressing plate
And nut, and connect with the internal screw thread of the nut；The first hydraulic cylinder is arranged on the support.
5. a kind of hydraulic water deflector structure according to claim 4, which is characterized in that second fluid pressure drive device
Including second hydraulic cylinder, the second steel pipe, third steel pipe and the 4th steel pipe；The second hydraulic cylinder is fixed at the support
On, the second hydraulic cylinder includes the second telescopic rod, and second telescopic rod can stretch setting along the vertical direction；
It is fixedly connected at the top of second telescopic rod with second steel pipe one end, the second steel pipe other end and third steel pipe
One end connection；The third steel pipe other end passes through the first sink, and is located at the bottom of the second slot；The third steel pipe other end
It is vertical to be equipped with the 4th steel pipe extended along the center direction of the second trench bottom；4th steel pipe and first plate
Bottom surface connection.
6. a kind of hydraulic water deflector structure according to claim 5, which is characterized in that the dam basis is located at described
The two sides of first sink are fixed with the support respectively；Second fluid pressure drive device is respectively equipped on two supports.
7. a kind of hydraulic water deflector structure according to claim 5, which is characterized in that the third steel pipe is along vertical side
To setting, the 4th steel pipe is horizontally disposed.
8. a kind of hydraulic water deflector structure according to claim 5, which is characterized in that first recess sidewall is equipped with
First sealing strip, first sealing strip are arranged along the vertical direction；
First sealing strip is equipped with third slot compatible with third steel pipe shape, the third close to the side of third steel pipe
Slot is penetrated through with the upper surface of the first sealing strip and the lower surface of the first sealing strip respectively；The third steel pipe and the third slot phase
It contradicts.
9. a kind of hydraulic water deflector structure according to claim 5, which is characterized in that the gate is close to the third
The side wall of steel pipe is equipped with the second sealing strip, and second sealing strip is arranged along the vertical direction；
Second sealing strip close to the side of third steel pipe be equipped with the 4th slot compatible with third steel pipe shape, the described 4th
Slot is penetrated through with the upper surface of the second sealing strip and the lower surface of the second sealing strip respectively；The third steel pipe and the 4th slot phase
It contradicts.
10. a kind of hydraulic water deflector structure according to claim 1, which is characterized in that first plate is equipped with the
Two plates, first plate are steel plate, and second plate is rubber slab；The gate is located above the second plate；First plate and
Second plate is respectively parallel to horizontal plane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910149669.XA CN109723040B (en) | 2019-02-28 | 2019-02-28 | Hydraulic water gate structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910149669.XA CN109723040B (en) | 2019-02-28 | 2019-02-28 | Hydraulic water gate structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109723040A true CN109723040A (en) | 2019-05-07 |
| CN109723040B CN109723040B (en) | 2023-12-29 |
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ID=66300247
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910149669.XA Active CN109723040B (en) | 2019-02-28 | 2019-02-28 | Hydraulic water gate structure |
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