CN106638469A - Self-turning and self-supporting plate type river embankment capable of preventing flood by flood - Google Patents
Self-turning and self-supporting plate type river embankment capable of preventing flood by flood Download PDFInfo
- Publication number
- CN106638469A CN106638469A CN201710109841.XA CN201710109841A CN106638469A CN 106638469 A CN106638469 A CN 106638469A CN 201710109841 A CN201710109841 A CN 201710109841A CN 106638469 A CN106638469 A CN 106638469A
- Authority
- CN
- China
- Prior art keywords
- flood
- wall plate
- embankment wall
- self
- embankment
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
- E02B3/102—Permanently installed raisable dykes
- E02B3/104—Permanently installed raisable dykes with self-activating means
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The invention provides a self-turning and self-supporting plate type river embankment capable of preventing flood by flood, belonging to the technical field of construction of movable river embankments. Aiming at solving the technical problems, embankment wall plates are assembled into an embankment wall by the flood. Therefore, the self-turning and self-supporting plate type river embankment is provided with a portal frame, a corner pier and river embankments of a self-turning mechanism and a self-supporting mechanism of the embankment wall plates; the embankment wall plates form a road surface of a sidewalk road when the flood does not occur; when the flood occurs, the embankment wall plates can be automatically turned to be assembled into the firm river embankment which does not easily have water seepage and water permeation due to water potential; and in short, the embankment and the road are provided, the embankment appears when the water rises and the embankment is hidden to form the road when the water falls.
Description
(1) technical field
The present invention relates to a kind of turning over certainly from supporting plate type river levee, category activity river levee building technology field with flood flood control.
(2) background technology
River levee is water retaining structure along the river, the flood bank that mostly native stone, armored concrete build 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 for occurring
The dike mouth 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 be used in both for many years, in recent years domestic such as Wuhan also using pin-connected panel anti-flood wall
With monoblock type hinge movable dam, gate type hydraulic gate, the technology of board turnover movable dam, though these prior arts are presented the machine of dykes
Tool trend, but still suffer from taking up an area many, dam body is above ground level, gigantic project, needs 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 conservation, the water-gas circulation balance of city and surrounding is affected, affect the places of cultural interest, weaken the synthesis in city
Function.
(3) content of the invention
The present invention relates to a kind of turning over certainly from supporting plate type river levee with flood flood control, technical problem to be solved is, using flood
Embankment wall plate is assembled into levee body by water automatically.To solve these technical problems, the present invention is adopted the following technical scheme that：
Described turning over certainly from supporting plate type river levee with flood flood control, is that portal frame, corner pier and embankment wall are provided with levee foundation
Plate from turning mechanism, the river levee from support mechanism of embankment wall plate.
Wherein, described portal frame is arranged on the dike side in the nearly river of levee foundation, with hinge being shelved under the step of levee foundation
It is connected with the embankment wall plate on portal frame, hinge is fixedly connected with the upstream face of embankment wall plate junction with watertight seal.
Further, the upstream face of described corner pier is dihedral angle, the angle phase that the angle of the dihedral angle is turned with river course
Together, the height of turning pier is highly identical with the vertical embankment wall plate set up, and the dihedral angle of corner pier is fixedly connected with watertight seal.
Further, described embankment wall plate is the interior empty sealing for having reinforcement on can bubbling through the water column by made by metal material
Part.
Further, it is fixedly connected with high strength elastic watertight seal at the upstream face of the gap location between described embankment wall plate.
In addition, described embankment wall plate is flexibly connected from one end hinge that turning mechanism is embankment wall plate with the step of levee foundation, dike
The other end of wallboard is fixedly connected with the floating drum that a profile is half ship type of longitudinal direction, and the end is additionally provided with breast board.
Finally, described embankment wall plate is by the back of the body of a plurality of geosyncline, a plurality of self-supporting rod and embankment wall plate on levee foundation from support mechanism
The a plurality of chute arranged on the water surface is constituted, and one end articulate of self-supporting rod is connected in geosyncline, and the other end is placed on embankment wall
On plate in corresponding chute, self-supporting rod can slide in chute when embankment wall plate is dug, and the end socket position of chute is when embankment wall plate
In plumbness when, the position that the other end of self-supporting rod is reached in chute.
Technical measures by more than, you can realize a kind of full-automatic river of turnover plate type with flood flood control of the present invention
Dike.
See against existing technologies the invention has the beneficial effects as follows：
The present invention relates to a kind of being turned over from supporting plate type river levee certainly with what flood was controlled flood, the levee foundation of motor road of ining succession firmly, does not have
Polylith embankment wall plate is the safe footpath for city during flood, and polylith embankment wall plate digs into the automatic of flood control automatically when having flood
River levee, dike road is compatible, and the water dike that rises rises, the hidden Cheng Lu of Shui Luodi, and Cheng Lucheng dikes, by flood self-fulfillment, are the flood controls do not consumed energy
Environment-friendly engineering, dike face and road, city big plane substantially in same level, the sensation without 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 distributions are 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 stable
Property.Embankment wall plate can factorial praluction, reduce manufacturing cost；
The back side of embankment wall plate of the present invention is provided with a plurality of movable self-supporting rod, is effectively enhanced to the firm of dike
Property；
This automatic river levee is insensitive with deformation to the limited sedimentation of levee foundation, there is certain antiseismic ability, and, build dike investment
Few, materials recruitment is few, short construction period, safeguards easy.
(4) illustrate
Accompanying drawing 1 is a kind of turning over certainly from supporting plate type river levee structural representation with flood flood control of the present invention
Accompanying drawing 2 is a kind of turning over certainly from supporting plate type river levee with flood flood control of the present invention, shows embankment wall plate in plumbness
Upstream face structure, river levee is the effect diagram built along the river course for having constant slope.
Accompanying drawing 3 is that the present invention is a kind of to be turned over from supporting plate type river levee certainly with what flood was controlled flood, dike when showing that river levee has 7 degree to turn backward
Wallboard is on levee foundation with hinged effect diagram.
Accompanying drawing 4 is that the present invention is a kind of to be turned over from supporting plate type river levee certainly with what flood was controlled flood, dike when showing that river levee has 7 degree to turn forward
Wallboard is on levee foundation with hinged effect diagram.
(5) specific embodiment
Retouched with turning over certainly from the principle and feature of supporting plate type river levee for flood control of flood below in conjunction with accompanying drawing is a kind of to the present invention
State, example is served only for explaining the present invention, is not intended to limit the scope of the present invention.
In fig. 1, a kind of turning over certainly from supporting plate type river levee with flood flood control of the present invention
Described turning over certainly from supporting plate type river levee with flood flood control, is that portal frame (13), corner pier are provided with levee foundation (11)
(6) and embankment wall plate (3) from turning mechanism, the river levee from support mechanism of embankment wall plate (3).
Wherein, described portal frame (13) is arranged on the dike side in the nearly river of levee foundation (11), with hinge (9) being shelved on dike
It is connected with the embankment wall plate (3) on portal frame (13) under the step of base (11), the upstream face of hinge (9) and embankment wall plate (3) junction
It is fixedly connected with water-stop rubber parts (12).
Further, the upstream face of described corner pier (6) is dihedral angle, the angle of the dihedral angle and the angle of river course turning
It is identical, the height of corner pier (6) highly identical, dihedral angle and water-stop of corner pier (6) with the vertical embankment wall plate (3) set up
Part (4) is fixedly connected.
Further, described embankment wall plate (3) is the interior sky for having reinforcement on can bubbling through the water column by made by metal material
Sealing member.
Further, it is fixed with high strength elastic watertight seal (2) at the upstream face of the gap location between described embankment wall plate (3)
Connection.
In addition, described embankment wall plate (3) is from one end hinge (9) and the platform of levee foundation (11) that turning mechanism is embankment wall plate (3)
Rank is flexibly connected, and the other end and a profile of embankment wall plate (3) are that the floating drum (1) of longitudinally half ship type is fixedly connected, and the end also sets up
There is breast board (5).
Finally, described embankment wall plate (3) is by a plurality of geosyncline (10), a plurality of self-supporting rod on levee foundation (11) from support mechanism
(8) constitute with a plurality of chute (7) of setting on the back side of embankment wall plate (3), one end of self-supporting rod (8) is connected with hinge (9) activity
It is connected on that geosyncline (10) is inner, the other end is placed in chute (7) corresponding on embankment wall plate (3), self-supporting rod when embankment wall plate (3) is dug
(8) can slide chute (7) is inner, the end socket position of chute (7) be when embankment wall plate (3) is in plumbness, self-supporting rod (8)
The other end is in inner the reached position of chute (7).
Accompanying drawing 2 is a kind of turning over certainly from supporting plate type river levee with flood flood control of the present invention, shows embankment wall plate (3) in plumbness
Upstream face structure, river levee be along have constant slope river course build.
Accompanying drawing 3 is that the present invention is a kind of to be turned over from supporting plate type river levee certainly with what flood was controlled flood, dike when showing that river levee has 7 degree to turn backward
The effect that wallboard (3) is connected on levee foundation (11) with hinge (9).
Accompanying drawing 4 is that the present invention is a kind of to be turned over from supporting plate type river levee certainly with what flood was controlled flood, dike when showing that river levee has 7 degree to turn forward
Wallboard (3) is on levee foundation (11) with hinge (9) connection effect.
Technical measures by more than, you can realize a kind of turning over certainly from supporting plate type river with flood flood control of the present invention
Dike.
A kind of preferred embodiments turned over certainly from supporting plate type river levee with flood flood control of the present invention are the foregoing is only, not to limit
The system present invention, all any modification, equivalent substitution and improvements within the spirit and principles in the present invention, made etc., should be included in
Within protection scope of the present invention.
Claims (7)
1. a kind of turning over certainly from supporting plate type river levee with flood flood control, is characterized in that, described turning over certainly from supporting plate type river with flood flood control
Dike, be provided with levee foundation portal frame, corner pier and embankment wall plate from turning mechanism, the river levee from support mechanism of embankment wall plate.
2. a kind of turning over certainly from supporting plate type river levee with flood flood control according to claim 1, is characterized in that, described portal frame
It is arranged on the dike side in the nearly river of levee foundation, is connected with the embankment wall plate on portal frame being shelved under the step of levee foundation with hinge, cuts with scissors
Chain is fixedly connected with the upstream face of embankment wall plate junction with watertight seal.
3. a kind of turning over certainly from supporting plate type river levee with flood flood control according to claim 1, is characterized in that, described corner pier
Upstream face be dihedral angle, the angle of the dihedral angle is identical with the angle that river course is turned, and the height of turning pier is set up with vertical
Embankment wall plate it is highly identical, the dihedral angle of corner pier is fixedly connected with watertight seal.
4. a kind of turning over certainly from supporting plate type river levee with flood flood control according to claim 1, is characterized in that, described embankment wall plate
It is the interior empty sealing member for having reinforcement on can bubbling through the water column by made by metal material.
5. a kind of turning over certainly from supporting plate type river levee with flood flood control according to claim 1, is characterized in that, described embankment wall plate
Between gap location upstream face at be fixedly connected with high strength elastic watertight seal.
6. a kind of turning over certainly from supporting plate type river levee with flood flood control according to claim 1, is characterized in that, described embankment wall plate
It is flexibly connected with the step of levee foundation from one end hinge that turning mechanism is embankment wall plate, the other end of embankment wall plate and a profile are longitudinal direction
The floating drum of half ship type is fixedly connected, and the end is additionally provided with breast board.
7. a kind of turning over certainly from supporting plate type river levee with flood flood control according to claim 1, is characterized in that, described embankment wall plate
From support mechanism it is made up of a plurality of chute arranged on the back side of a plurality of geosyncline, a plurality of self-supporting rod and embankment wall plate on levee foundation,
One end articulate of self-supporting rod is connected in geosyncline, and the other end is placed in chute corresponding on embankment wall plate, embankment wall plate
Self-supporting rod can slide in chute when digging, the end socket position of chute be when embankment wall plate is in plumbness, self-supporting rod it is another
The position that one end is reached in chute.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710109841.XA CN106638469A (en) | 2017-02-28 | 2017-02-28 | Self-turning and self-supporting plate type river embankment capable of preventing flood by flood |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710109841.XA CN106638469A (en) | 2017-02-28 | 2017-02-28 | Self-turning and self-supporting plate type river embankment capable of preventing flood by flood |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106638469A true CN106638469A (en) | 2017-05-10 |
Family
ID=58848335
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710109841.XA Pending CN106638469A (en) | 2017-02-28 | 2017-02-28 | Self-turning and self-supporting plate type river embankment capable of preventing flood by flood |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106638469A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700427A (en) * | 2017-09-14 | 2018-02-16 | 白景魁 | A kind of method of construction turned over certainly from the automatic river levee of supporting plate type |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS603310A (en) * | 1983-06-22 | 1985-01-09 | Nippon Jido Kiko Kk | Movable retaining wall |
| CN2753794Y (en) * | 2004-12-31 | 2006-01-25 | 国家电力公司华东勘测设计研究院 | Well type water inlet-outlet structure for water-pumping energy-storage power station |
| CN103255746A (en) * | 2013-05-20 | 2013-08-21 | 张坚 | Energy-saving river fender water storage flood discharge dam |
| CN204023525U (en) * | 2014-08-28 | 2014-12-17 | 中国电建集团中南勘测设计研究院有限公司 | A kind of pumped storage power plant vertical shaft type inlet/outlet mouth structure |
| CN106120645A (en) * | 2016-08-17 | 2016-11-16 | 高瞻 | A kind of L-type flood-control wall structure and flood-control wall group |
| CN106149626A (en) * | 2016-07-17 | 2016-11-23 | 白景魁 | A kind of automatic river levee controlled flood with flood |
-
2017
- 2017-02-28 CN CN201710109841.XA patent/CN106638469A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS603310A (en) * | 1983-06-22 | 1985-01-09 | Nippon Jido Kiko Kk | Movable retaining wall |
| CN2753794Y (en) * | 2004-12-31 | 2006-01-25 | 国家电力公司华东勘测设计研究院 | Well type water inlet-outlet structure for water-pumping energy-storage power station |
| CN103255746A (en) * | 2013-05-20 | 2013-08-21 | 张坚 | Energy-saving river fender water storage flood discharge dam |
| CN204023525U (en) * | 2014-08-28 | 2014-12-17 | 中国电建集团中南勘测设计研究院有限公司 | A kind of pumped storage power plant vertical shaft type inlet/outlet mouth structure |
| CN106149626A (en) * | 2016-07-17 | 2016-11-23 | 白景魁 | A kind of automatic river levee controlled flood with flood |
| CN106120645A (en) * | 2016-08-17 | 2016-11-16 | 高瞻 | A kind of L-type flood-control wall structure and flood-control wall group |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700427A (en) * | 2017-09-14 | 2018-02-16 | 白景魁 | A kind of method of construction turned over certainly from the automatic river levee of supporting plate type |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106677123A (en) | Turning plate type full-automatic river levee for preventing flood by flood | |
| CN106149626A (en) | A kind of automatic river levee controlled flood with flood | |
| CN201933485U (en) | Z-shaped cold blending plate pile | |
| CN106836122A (en) | A kind of turning over certainly from the automatic river levee of supporting plate type with flood flood control | |
| CN201915414U (en) | Spliced steel box coefferdam | |
| CN106638469A (en) | Self-turning and self-supporting plate type river embankment capable of preventing flood by flood | |
| CN206529738U (en) | A kind of full-automatic river levee of turnover plate type with flood flood control | |
| CN206477308U (en) | A kind of compatible ready-package river levee in dike road | |
| CN203795388U (en) | Mixed earth dam and gravity dam arrangement structure | |
| CN206512673U (en) | A kind of automatic river levee of turnover plate type with flood flood control | |
| CN207003364U (en) | A kind of turning over certainly from the automatic river levee of supporting plate type with flood flood control | |
| CN206127975U (en) | Floating automatic block sea wall of tide is blocked with tide | |
| CN103938585A (en) | Arrangement structure of mixed dam composed of earth dams and gravity dam | |
| CN107700422A (en) | A kind of automatic river levee of floating with flood flood control | |
| CN107687152A (en) | It is a kind of that sea wall is blocked with damp the telescopic of tide of blocking automatically | |
| CN106012967A (en) | Automatic sea blocking dyke blocking tides with tides | |
| CN205894016U (en) | Automatic river levee with flood flood control | |
| CN210887099U (en) | Water conservancy project water-proof wall structure | |
| CN107700427A (en) | A kind of method of construction turned over certainly from the automatic river levee of supporting plate type | |
| CN204185819U (en) | Honeycomb dykes and dams shore protection component | |
| CN107700421A (en) | A kind of telescopic automatic river levee with flood flood control | |
| CN209798657U (en) | movable caisson breakwater structure | |
| CN205894017U (en) | Block automation of tide with tide and block sea wall | |
| CN214245619U (en) | Water drainage device drains in water conservancy construction | |
| CN106677122A (en) | Overturning plate type automatic river embankment preventing floods with floods |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170510 |
|
| WD01 | Invention patent application deemed withdrawn after publication |