CN206529738U - A kind of full-automatic river levee of turnover plate type with flood flood control - Google Patents
A kind of full-automatic river levee of turnover plate type with flood flood control Download PDFInfo
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- CN206529738U CN206529738U CN201720164956.4U CN201720164956U CN206529738U CN 206529738 U CN206529738 U CN 206529738U CN 201720164956 U CN201720164956 U CN 201720164956U CN 206529738 U CN206529738 U CN 206529738U
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- flood
- embankment wall
- wall plate
- full
- river levee
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Abstract
A kind of full-automatic river levee of turnover plate type with flood flood control of the utility model, category activity river levee building technology field.Technical problem to be solved is that embankment wall plate is assembled into embankment wall using flood.For this, the utility model employs and being provided with from the step of the levee foundation of support mechanism of car lane is connected at top, the embankment wall plate that spacing pier and many block assemblies have floating drum is flexibly connected with hinge, it is linked in sequence between polylith embankment wall plate with flexible structure, so as to constitute with the full-automatic river levee of turnover plate type of flood flood control.These embankment wall plates are exactly the road surface of Route for pedestrians when without flood, and when flood arrives, these embankment wall plates can automatically be dug because following the flow of water and be assembled into the embankment wall of the leak that is difficult to seep water, in short, dike road is compatible, and the water dike that rises is existing, the hidden Cheng Lu of Shui Luodi.
Description
(1) technical field
The utility model is related to a kind of full-automatic river levee of turnover plate type with flood flood control, category activity river levee building technology field.
(2) background technology
River levee is water retaining structure along the river, the flood bank that mostly native stone, armored concrete are built up, its gigantic project, position
It is the main hydraulic engineering form for preventing lower reaches of river flood from overflowing in the River Embankment of River Changes band.In recent years the assembly occurred
The dike mouthful auxiliary facility of formula anti-flood wall and some river levees, such as pin-connected panel anti-flood wall is widely used in Europe, on Czech, ground difficult to understand
The states such as profit, Germany, Slovakia, Holland are used in both also is using pin-connected panel anti-flood wall to domestic such as Wuhan for many years, in recent years
With monoblock type hinge movable dam, gate type hydraulic gate, the technology of board turnover movable dam, though these prior arts present dyke machine
Tool trend, but still suffer from that occupation of land is more, dam body is above ground level, gigantic project, it is necessary to configure substantial amounts of hydraulic pressure facility, power consumption greatly,
Using artificial many, the drawback such as construction cost is high.These dykes and dams also take up a large amount of soils, need to use the substantial amounts of cubic metre of earth and stone, unfavorable
In farmland and environmental protection, the water-gas circulation balance of influence city and surrounding environment influences the places of cultural interest, weakens the synthesis in city
Function.
(3) content of the invention
The utility model is related to a kind of full-automatic river levee of turnover plate type with flood flood control, and technical problem to be solved is, sharp
Embankment wall plate is assembled into levee body automatically with flood.To solve these technical problems, the utility model is adopted the following technical scheme that：
It is a kind of with flood flood control the full-automatic river levee of turnover plate type, it is described with flood flood control the full-automatic river levee of turnover plate type, be
It is provided with from the step of the levee foundation of support mechanism, with hinge is spacing pier and how soon is fixedly connected with the embankment wall plate activity of floating drum even
Connect, be flexibly connected between polylith embankment wall plate with flexible structure, the upstream face of hinge connection and the junction of embankment wall plate, which is fixed, to be connected
It is connected to watertight seal and constitutes.
Wherein, set on the back side of a plurality of geosyncline from support mechanism on levee foundation, a plurality of self-supporting rod and embankment wall plate
The a plurality of chute put is constituted, and one end of self-supporting rod is connected in geosyncline with articulate, and the other end is placed on embankment wall plate relatively
In the chute answered, self-supporting rod can be slided in chute when embankment wall plate is dug, and the end socket position of chute is when embankment wall plate is in vertically
During state, the position that the other end of self-supporting rod is reached in chute.
One end of described embankment wall plate connects spacing pier with articulate, and the other end and a profile are the floating of half ship type of longitudinal direction
Cylinder is fixedly connected, and the end is additionally provided with breast board.
Described embankment wall plate be by metal material be made bubble through the water column on have the seal of reinforcement, the two of embankment wall plate
The groove when being provided with, the upstream face of embankment wall plate is additionally provided with spacing block.
In addition, being connected as with flexible structure between described polylith embankment wall plate, gap, side between adjacent embankment wall plate
Groove is placed with H-shaped elastic panel with the upstream face of embankment wall plate and is connected adjacent two pieces embankment wall plate, wherein, H-shaped elastic panel
Webbing is placed in the groove of side, and the featheredge of H-shaped elastic panel is fixedly connected with the upstream face of embankment wall plate.
Then, the upstream face of described hinge connection is connected covered with watertight seal and with the featheredge of H-shaped elastic panel,
In stalloy of the rotary part covered with an arc-shaped of hinge, the stalloy is fixedly connected covered watertight seal.
Finally, described levee foundation is provided with work ditch in the gap location of two pieces embankment wall plate.
Technical measures more than, you can realize that a kind of turnover plate type with flood flood control described in the utility model is full-automatic
River levee.
Seeing the beneficial effects of the utility model against existing technologies is：
The utility model is related to a kind of full-automatic river levee of turnover plate type with flood flood control, and the levee foundation for motor road of ining succession is firm,
It is the safe pavement for city not have polylith embankment wall plate during flood, has polylith embankment wall plate during flood to dig into flood control automatically
Automatic river levee, dike road is compatible, and the water dike that rises rises, and the hidden Cheng Lu of Shui Luodi, Cheng Lucheng dikes, by flood self-fulfillment, do not consume energy
Flood control environment-friendly engineering, dike face and the big plane of road, city are basic in same level, the sensation of no closing；
The embankment wall plate for having the floating drum that a profile is half ship type of longitudinal direction can bear buckling power, water pressure, the wave punching of water
The various external force such as power are hit, the external force of part can be converted into the buoyancy to embankment wall plate.Embankment wall plate each several part proportion intensity distribution is closed
Reason, can reduce the weight and volume of embankment wall plate, and can increase the sensitivity dug automatically of embankment wall plate, reliability and stably
Property.Embankment wall plate can factorial praluction, reduce manufacturing cost,
The back side of embankment wall plate described in the utility model is provided with a plurality of movable self-supporting rod, effectively strengthens into the jail of dike
Solidity；
This automatic river levee is insensitive with deforming to the limited sedimentation of levee foundation, there is certain antiseismic ability, moreover, building dike investment
Few, materials recruitment is few, short construction period, safeguards easy.
(4) illustrate
Accompanying drawing 1 is a kind of structure schematic front view of full-automatic river levee of turnover plate type with flood flood control of the utility model
Accompanying drawing 2 is that a kind of the flexible of adjacent embankment wall plate of full-automatic river levee of turnover plate type with flood flood control of the utility model is tied
The schematic top plan view of structure
(5) embodiment
Principle and feature below in conjunction with the accompanying drawing full-automatic river levee of turnover plate type with flood flood control a kind of to the utility model are entered
Row description, example is served only for explaining the utility model, is not intended to limit scope of the present utility model.
In accompanying drawing 1 and accompanying drawing 2, a kind of full-automatic river levee of turnover plate type with flood flood control, the turnover panel with flood flood control
The full-automatic river levee of formula, is being provided with from the step of the levee foundation (11) of support mechanism, with hinge (13) spacing pier (10) with it is many
The embankment wall plate (5) for being fixedly connected with floating drum (1) soon is flexibly connected, and is flexibly connected between polylith embankment wall plate (5) with flexible structure, is cut with scissors
The upstream face of chain (13) junction and the junction of embankment wall plate (5) is fixedly connected with watertight seal (14) and constituted.
Wherein, a plurality of geosyncline (9), a plurality of self-supporting rod (6) and the embankment wall plate (5) from support mechanism on levee foundation (11)
Back side on a plurality of chute (7) that sets constitute, it is inner that one end of self-supporting rod (6) is movably connected in geosyncline (9) with hinge (8),
The other end is placed in chute (7) corresponding on embankment wall plate (5), and self-supporting rod (6) can be in chute (7) when embankment wall plate (5) is dug
In slide, the end socket position of chute (7) is that the other end of self-supporting rod (6) is in chute when embankment wall plate (5) is in plumbness
(7) inner reached position.
One end of described embankment wall plate (5) is flexibly connected spacing pier (10) with hinge (13), and the other end and a profile are vertical
It is fixedly connected to the floating drum (1) of half ship type, the end is additionally provided with breast board (4).Flood can be splash wave impact force and turned by sideboard (4)
The buoyancy to embankment wall plate (5) is turned to, and ensures pedestrains safety；
Described embankment wall plate (5) be by metal material be made bubble through the water column on have the seal of reinforcement, embankment wall plate
(5) both sides are provided with side groove (2), and the upstream face of embankment wall plate (5) is additionally provided with spacing block (15).Spacing block (15) can make dike
Wallboard (5) is not pasted with levee foundation (11) and easily dug, and protects embankment wall plate (5) to be difficult corrosion.
In addition, being connected as with flexible structure between described polylith embankment wall plate (5), between adjacent embankment wall plate (5)
Gap, side groove (2) are placed with H-shaped elastic panel (3) with the upstream face of embankment wall plate (5) and are connected adjacent two pieces embankment wall plate (5),
Wherein, the webbing of H-shaped elastic panel (3) is placed in side groove (2), the featheredge of H-shaped elastic panel (3) and meeting for embankment wall plate (5)
The water surface is fixedly connected.
Then, the upstream face of described hinge (13) junction covered with water-stop rubber parts (14) and with H-shaped elastic plate
The featheredge connection of part (3), in stalloy (12) of the rotary part covered with an arc-shaped of hinge (13), the stalloy (12)
It is fixedly connected covered watertight seal (14).The stalloy (12) is fixedly connected covered water-stop rubber parts
(14) water-stop rubber parts (14) deformation extent, is reduced.
Finally, described levee foundation (11) is provided with work ditch (16) in the gap location of two pieces embankment wall plate (5).
Technical measures more than, you can realize that a kind of turnover plate type with flood flood control described in the utility model is full-automatic
River levee.
The foregoing is only the utility model it is a kind of with flood flood control the full-automatic river levee of turnover plate type preferred embodiments, and without
It is all within spirit of the present utility model and principle to limit the utility model, any modification, equivalent substitution and improvements made
Deng should be included within protection domain of the present utility model.
Claims (9)
1. a kind of full-automatic river levee of turnover plate type with flood flood control, it is characterized in that, the full-automatic river of turnover plate type with flood flood control
Dike, is being provided with from the step of the levee foundation of support mechanism, with hinge spacing pier with how soon being fixedly connected with the embankment wall of floating drum
Plate is flexibly connected, and is flexibly connected between polylith embankment wall plate with flexible structure, hinge connection meets water with the junction of embankment wall plate
Face is fixedly connected with watertight seal and constituted.
2. a kind of full-automatic river levee of turnover plate type with flood flood control according to claim 1, it is characterized in that, described self-supporting machine
The a plurality of chute set on the back side of a plurality of geosyncline of the structure on levee foundation, a plurality of self-supporting rod and embankment wall plate is constituted, self-supporting rod
One end is connected in geosyncline with articulate, and the other end is placed in chute corresponding on embankment wall plate, when embankment wall plate is dug certainly
Strut can be slided in chute, and the end socket position of chute is that the other end of self-supporting rod is in cunning when embankment wall plate is in plumbness
The position reached in groove.
3. a kind of full-automatic river levee of turnover plate type with flood flood control according to claim 1, it is characterized in that, described embankment wall plate
One end connect spacing pier with articulate, floating drum of the other end with a profile for longitudinally half ship type is fixedly connected, and the end is also set
It is equipped with breast board.
4. a kind of full-automatic river levee of turnover plate type with flood flood control according to claim 1, it is characterized in that, described embankment wall plate
Be by metal material be made bubble through the water column on have the interior empty seal of reinforcement.
5. a kind of full-automatic river levee of turnover plate type with flood flood control according to claim 1, it is characterized in that, described embankment wall plate
Both sides be provided with side groove.
6. a kind of full-automatic river levee of turnover plate type with flood flood control according to claim 1, it is characterized in that, described embankment wall plate
Upstream face be provided with spacing block.
7. a kind of full-automatic river levee of turnover plate type with flood flood control according to claim 1, it is characterized in that, described polylith dike
Being connected as with flexible structure between wallboard, the upstream face in gap, side groove and embankment wall plate between adjacent embankment wall plate is placed with H
Shape elastic panel and connect adjacent two pieces embankment wall plate, wherein, the webbing of H-shaped elastic panel is placed in the groove of side, H-shaped elastic plate
The featheredge of part is fixedly connected with the upstream face of embankment wall plate.
8. a kind of full-automatic river levee of turnover plate type with flood flood control according to claim 1, it is characterized in that, described hinge connects
The upstream face at place is connect covered with watertight seal and is connected with the featheredge of H-shaped elastic panel, hinge rotary part covered with one
The stalloy of arc-shaped, the stalloy is fixedly connected covered watertight seal.
9. a kind of full-automatic river levee of turnover plate type with flood flood control according to claim 1, it is characterized in that, described levee foundation exists
The gap location of two pieces embankment wall plate is provided with work ditch.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720164956.4U CN206529738U (en) | 2017-02-22 | 2017-02-22 | A kind of full-automatic river levee of turnover plate type with flood flood control |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720164956.4U CN206529738U (en) | 2017-02-22 | 2017-02-22 | A kind of full-automatic river levee of turnover plate type with flood flood control |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206529738U true CN206529738U (en) | 2017-09-29 |
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ID=59916162
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720164956.4U Expired - Fee Related CN206529738U (en) | 2017-02-22 | 2017-02-22 | A kind of full-automatic river levee of turnover plate type with flood flood control |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206529738U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110205982A (en) * | 2019-06-14 | 2019-09-06 | 长江勘测规划设计研究有限责任公司 | Improve the channel design and its construction method of existing river levee flood control standard |
-
2017
- 2017-02-22 CN CN201720164956.4U patent/CN206529738U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110205982A (en) * | 2019-06-14 | 2019-09-06 | 长江勘测规划设计研究有限责任公司 | Improve the channel design and its construction method of existing river levee flood control standard |
| CN110205982B (en) * | 2019-06-14 | 2024-04-12 | 长江勘测规划设计研究有限责任公司 | Channel structure for improving flood control standard of existing river levee and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20170929 Termination date: 20180222 |