CN106836122A - A kind of turning over certainly from the automatic river levee of supporting plate type with flood flood control - Google Patents
A kind of turning over certainly from the automatic river levee of supporting plate type with flood flood control Download PDFInfo
- Publication number
- CN106836122A CN106836122A CN201710190060.8A CN201710190060A CN106836122A CN 106836122 A CN106836122 A CN 106836122A CN 201710190060 A CN201710190060 A CN 201710190060A CN 106836122 A CN106836122 A CN 106836122A
- Authority
- CN
- China
- Prior art keywords
- wall plate
- embankment wall
- flood
- levee
- 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.)
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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
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- 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
A kind of turning over certainly from the automatic river levee of supporting plate type, category activity river levee building technology field with flood flood control of the present invention.Technical problem to be solved is that embankment wall plate is assembled into embankment wall automatically using flood.For this, present invention employs being provided with the portal frame of shelving embankment wall plate, embankment wall plate dig after spacing reinforced pier, corner pier and control embankment wall plate from turning mechanism and river levee from support mechanism, embankment wall plate is the road surface of Route for pedestrians when without flood, when flood arrives, embankment wall plate can be assembled into the firm embankment wall for being difficult infiltration leak because following automatic the digging of the flow of water, in short, dike road is compatible, water rise dike show, the hidden Cheng Lu of Shui Luodi.
Description
(1) technical field
The present invention relates to a kind of turning over certainly from the automatic river levee of supporting plate type, 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 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 and are also 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 taking up an area many, 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 present invention relates to a kind of turning over certainly from the automatic river levee of supporting plate type with flood flood control, technical problem to be solved is, sharp
Embankment wall plate is assembled into embankment wall body automatically with flood.To solve these technical problems, the present invention is adopted the following technical scheme that：
A kind of turning over certainly from the automatic river levee of supporting plate type with flood flood control, is that the gantry for shelving embankment wall plate is provided with levee foundation
Frame, embankment wall plate dig after spacing reinforced pier, corner pier, the embankment wall plate for being flexibly connected levee foundation with hinge and control embankment wall plate
From turning mechanism, the automatic river levee from support mechanism of embankment wall plate.
Further, described portal frame is arranged on the dike side in the nearly river of levee foundation, with hinge the step for being shelved on levee foundation
Upper to be 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, described corner pier is arranged in the flex point that levee foundation is turned forward, and the upstream face of corner pier is two faces
Angle, the angle of the dihedral angle is identical with the angle that river course is turned forward, the height of the height of corner pier and the vertical embankment wall plate set up
Degree is identical, and the dihedral angle of corner pier is also connected to watertight seal.
In addition, described embankment wall plate be by metal material be made bubble through the water column on have in the prolate cube of reinforcement
Empty seal, the both sides of embankment wall plate are provided with side groove, and high strength elastic watertight seal is placed with the groove of side, are provided with dike
The angle between the adjacent upstream face of two pieces embankment wall plate and the side face of embankment wall plate after basal orientation in the flex point of turning is acute angle.
Further, it is fixedly connected with watertight seal at the upstream face of the gap location between described embankment wall plate.
Importantly, described embankment wall plate is that one end hinge of embankment wall plate connects with the step activity of levee foundation from turning mechanism
Connect, the other end of embankment wall plate is fixedly connected with the floating drum that a profile is half ship type of longitudinal direction.
It is important that described embankment wall plate is from a plurality of ground chute, a plurality of self-supporting that support mechanism is by the setting on levee foundation
Bar is constituted with many batten chutes of setting on the back side of embankment wall plate, and one end articulate of self-supporting rod is connected on embankment wall plate
Plate chute in one end end at, the other end of self-supporting rod is placed in ground chute corresponding on levee foundation, and embankment wall plate is dug
When self-supporting rod can have been slided in plate chute and slid inside in ground chute, the end socket position of ground chute be when embankment wall plate be in it is vertical
During state, the position that the other end of self-supporting rod is reached in ground chute.
By more than technical measures, you can realize it is of the present invention it is a kind of with flood flood control turn over automatic from supporting plate type certainly
River levee.
See against existing technologies the beneficial effects of the invention are as follows：
The present invention relates to a kind of turning over certainly from the automatic river levee of supporting plate type with flood flood control, the levee foundation of motor road of ining succession is firm,
Polylith embankment wall plate is the safe pavement for city when not having flood, and polylith embankment wall plate digs into flood control automatically when having flood
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 is basic with the big plane of road, city 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 distribution is closed
Reason, can reduce the weight and volume of embankment wall plate, and can increase automatic sensitivity, reliability and the stabilization dug of embankment wall plate
Property；
Embankment wall plate can factorial praluction, reduction 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 the automatic river levee of supporting plate type with flood flood control of the present invention【Southwestern isometric】【Concept】Knot
Structure schematic diagram, shows upstream face structure of the embankment wall plate in plumbness, and it along the gradient in river course is 2 ° 20 ' that river levee is, backward
Turn 5 ° with the effect diagram of the arrangement of the embankment wall plate of right-to-left under 5 ° of river condition of turning forward.
Accompanying drawing 2 is a kind of turning over certainly from the automatic river levee of supporting plate type with flood flood control of the present invention【Northeast isometric】【Concept】Knot
Structure schematic diagram, shows effect diagram of the embankment wall plate from support mechanism.
Accompanying drawing 3 is a kind of turning over certainly from the automatic river levee of supporting plate type with flood flood control of the present invention【Northeast isometric】【Two-dimensional line
Frame】Single-piece embankment wall plate structure schematic diagram, shows organigram of the embankment wall plate from support mechanism.
(5) specific embodiment
Turn over to enter from the principle and feature of the automatic river levee of supporting plate type certainly with flood flood control below in conjunction with accompanying drawing is a kind of to the present invention
Row description, example is served only for the explanation present invention, is not intended to limit the scope of the present invention.
In accompanying drawing 1, accompanying drawing 2 and accompanying drawing 3, a kind of turning over certainly from the automatic river levee of supporting plate type with flood flood control, is in levee foundation (2)
On be provided with the portal frame (3) for shelving embankment wall plate (1), embankment wall plate (1) dig after spacing reinforced pier (8), corner pier (5), use
The embankment wall plate (1) that is flexibly connected for levee foundation (2) by hinge (9) and control embankment wall plate (1) from turning mechanism, embankment wall plate (1) from
The automatic river levee of support mechanism.
Further, described portal frame (3) is arranged on the dike side in the nearly river of levee foundation (2), with hinge (9) being shelved on dike
The step of base (2) is connected with the embankment wall plate (1) on portal frame (3), the upstream face of such hinge (9) and embankment wall plate (1) junction
Coverage connection can be fixed with watertight seal HDPE antiseepage films.
Further, described corner pier (5) is arranged in the flex point that levee foundation (2) is turned forward, and corner pier (5) meet water
Face is dihedral angle, the angle of the dihedral angle is identical with the angle that river course is turned forward, and the height of corner pier (5) is set up with vertical
Embankment wall plate (1) it is highly identical, the dihedral angle of corner pier (5) is connected to watertight seal (13).
In addition, described embankment wall plate (1) be by metal material be made bubble through the water column on have the prolate cube of reinforcement
Interior empty seal, the both sides of embankment wall plate (1) are provided with side groove (7), and on side, groove (7) is inner is placed with high strength elastic watertight seal
(6) upstream face of adjacent two pieces embankment wall plate (1), being provided with the flex point turned backward in levee foundation (2) and embankment wall plate (1)
Side face between angle be acute angle, the junction of upstream face when can so make this adjacent two pieces embankment wall plate (1) vertical
Gap very little.
Further, it is solid with watertight seal such as HDPE antiseepage films at the upstream face of the gap location between described embankment wall plate (1)
It is fixed to be covered with connection.
Importantly, described embankment wall plate (1) is from one end hinge (9) and the levee foundation (2) that turning mechanism is embankment wall plate (1)
Step be flexibly connected, the other end and a profile of embankment wall plate (1) are that the floating drum (14) of longitudinally half ship type is fixedly connected.
It is important that described embankment wall plate (1) from support mechanism be by a plurality of ground chute of the setting on levee foundation (2)
(11), a plurality of self-supporting rod (12) is constituted with many batten chutes (10) of setting on the back side of embankment wall plate (1), self-supporting rod (12)
One end hinge (9) is movably connected at one end end in the plate chute (10) on embankment wall plate (1), and the other end of self-supporting rod is put
Put in corresponding ground chute (11) on levee foundation (2), self-supporting rod (12) can be slided in plate chute (10) when embankment wall plate (1) is dug
Rise and slid inside in ground chute (11), the end socket position of ground chute (11) is the self-supporting when embankment wall plate (1) is in plumbness
In inner the reached position of ground chute (11), ground chute (11) can set deeper the other end of bar (12), this structure energy
Self-supporting rod (12) is set to be difficult de- support.
By more than technical measures, you can realize it is of the present invention it is a kind of with flood flood control turn over automatic from supporting plate type certainly
River levee.A kind of preferred embodiments turned over certainly from the automatic river levee of supporting plate type with flood flood control of the present invention are the foregoing is only, is not used to
The limitation present invention, all any modification, equivalent substitution and improvements within the spirit and principles in the present invention, made etc., all should include
Within protection scope of the present invention.
Claims (7)
1. it is a kind of to be turned over certainly from the automatic river levee of supporting plate type with what flood was controlled flood, it is characterized in that, described turning over certainly from fagging with flood flood control
The automatic river levee of formula, is that the portal frame for shelving embankment wall plate is provided with levee foundation, embankment wall plate dig after spacing reinforced pier, corner pier,
The embankment wall plate that is flexibly connected levee foundation with hinge and control embankment wall plate from turning mechanism, the movable river from support mechanism of embankment wall plate
Dike.
2. it is according to claim 1 it is a kind of with flood flood control turning over certainly from the automatic river levee of supporting plate type, it is characterized in that, described dragon
Door frame is arranged on the dike side in the nearly river of levee foundation, with hinge being shelved on the step of levee foundation and embankment wall plate on portal frame connects
Connect, hinge is fixedly connected with the upstream face of embankment wall plate junction with watertight seal.
3. a kind of turning over certainly from the automatic river levee of supporting plate type with flood flood control according to claim 1, it is characterized in that, it is described to turn
Angle pier is arranged in the flex point that levee foundation is turned forward, and the upstream face of corner pier is dihedral angle, the angle of the dihedral angle and river course to
The angle of preceding turning is identical, and the height of corner pier is highly identical with the vertical embankment wall plate set up, the dihedral angle connection of corner pier
Watertight seal.
4. it is according to claim 1 it is a kind of with flood flood control turning over certainly from the automatic river levee of supporting plate type, it is characterized in that, described dike
Wallboard be by metal material be made bubble through the water column on have reinforcement prolate cube interior empty seal, the both sides of embankment wall plate
Side groove is provided with, high strength elastic watertight seal is placed with the groove of side, be provided with the flex point turned backward in levee foundation
Angle between the adjacent upstream face of two pieces embankment wall plate and the side face of embankment wall plate is acute angle.
5. it is according to claim 1 it is a kind of with flood flood control turning over certainly from the automatic river levee of supporting plate type, it is characterized in that, described dike
It is fixedly connected with watertight seal at the upstream face of the gap location between wallboard.
6. it is according to claim 1 it is a kind of with flood flood control turning over certainly from supporting plate type activity river levee, it is characterized in that, described dike
Wallboard is flexibly connected from one end hinge that turning mechanism is embankment wall plate with the step of levee foundation, and the other end of embankment wall plate is with a profile
The floating drum of half ship type of longitudinal direction is fixedly connected.
7. it is according to claim 1 it is a kind of with flood flood control turning over certainly from the automatic river levee of supporting plate type, it is characterized in that, described dike
It is many that wallboard is set from the back side that support mechanism is by a plurality of ground chute, a plurality of self-supporting rod and embankment wall plate of the setting on levee foundation
Batten chute is constituted, and one end articulate of self-supporting rod is connected in the plate chute on embankment wall plate at the end of one end, self-supporting
The other end of bar is placed in ground chute corresponding on levee foundation, when embankment wall plate is dug self-supporting rod can have been slided in plate chute and
Ground chute slides inside, and the end socket position of ground chute is that, when embankment wall plate is in plumbness, the other end of self-supporting rod is slided on ground
The position reached in groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710190060.8A CN106836122A (en) | 2017-03-23 | 2017-03-23 | A kind of turning over certainly from the automatic river levee of supporting plate type with flood flood control |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710190060.8A CN106836122A (en) | 2017-03-23 | 2017-03-23 | A kind of turning over certainly from the automatic river levee of supporting plate type with flood flood control |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106836122A true CN106836122A (en) | 2017-06-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710190060.8A Pending CN106836122A (en) | 2017-03-23 | 2017-03-23 | A kind of turning over certainly from the automatic river levee of supporting plate type with flood flood control |
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| Country | Link |
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| CN (1) | CN106836122A (en) |
Cited By (2)
| 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 |
| CN117266089A (en) * | 2023-11-22 | 2023-12-22 | 广东水科院勘测设计院 | Combined flood control wall for hydraulic engineering |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202187317U (en) * | 2011-07-05 | 2012-04-11 | 上海市水利工程设计研究院 | Manual down-horizontal flood-prevention landscape gate |
| CN103255746A (en) * | 2013-05-20 | 2013-08-21 | 张坚 | Energy-saving river fender water storage flood discharge dam |
| CN103255747A (en) * | 2013-05-20 | 2013-08-21 | 张坚 | Hydraulic push-pull type movable barrage |
| CN204919474U (en) * | 2015-07-21 | 2015-12-30 | 汩鸿（上海）环保工程设备有限公司 | Portable flood control baffle |
| CN106149626A (en) * | 2016-07-17 | 2016-11-23 | 白景魁 | A kind of automatic river levee controlled flood with flood |
-
2017
- 2017-03-23 CN CN201710190060.8A patent/CN106836122A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202187317U (en) * | 2011-07-05 | 2012-04-11 | 上海市水利工程设计研究院 | Manual down-horizontal flood-prevention landscape gate |
| CN103255746A (en) * | 2013-05-20 | 2013-08-21 | 张坚 | Energy-saving river fender water storage flood discharge dam |
| CN103255747A (en) * | 2013-05-20 | 2013-08-21 | 张坚 | Hydraulic push-pull type movable barrage |
| CN204919474U (en) * | 2015-07-21 | 2015-12-30 | 汩鸿（上海）环保工程设备有限公司 | Portable flood control baffle |
| CN106149626A (en) * | 2016-07-17 | 2016-11-23 | 白景魁 | A kind of automatic river levee controlled flood with flood |
Cited By (2)
| 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 |
| CN117266089A (en) * | 2023-11-22 | 2023-12-22 | 广东水科院勘测设计院 | Combined flood control wall for hydraulic engineering |
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Application publication date: 20170613 |
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