CN107059786B - A kind of floating wall of movable embankment protection - Google Patents
A kind of floating wall of movable embankment protection Download PDFInfo
- Publication number
- CN107059786B CN107059786B CN201710407106.7A CN201710407106A CN107059786B CN 107059786 B CN107059786 B CN 107059786B CN 201710407106 A CN201710407106 A CN 201710407106A CN 107059786 B CN107059786 B CN 107059786B
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- Prior art keywords
- wall
- floating
- folding
- saddle beam
- movable
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- 230000004224 protection Effects 0.000 title claims abstract description 29
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 37
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 21
- 239000010959 steel Substances 0.000 claims abstract description 21
- 238000000034 method Methods 0.000 claims abstract description 13
- 230000010485 coping Effects 0.000 claims abstract description 3
- 238000010276 construction Methods 0.000 claims description 6
- 238000009527 percussion Methods 0.000 claims description 6
- 238000010521 absorption reaction Methods 0.000 claims description 4
- 230000001681 protective effect Effects 0.000 claims description 3
- 238000011144 upstream manufacturing Methods 0.000 claims description 3
- 239000006260 foam Substances 0.000 claims 1
- 238000009434 installation Methods 0.000 claims 1
- 230000003628 erosive effect Effects 0.000 abstract description 8
- 239000000463 material Substances 0.000 abstract description 7
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000004873 anchoring Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000005476 soldering Methods 0.000 description 2
- 241000124033 Salix Species 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
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
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
- E02B8/06—Spillways; Devices for dissipation of energy, e.g. for reducing eddies also for lock or dry-dock gates
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of movable embankment protections to float wall and its application method, including saddle beam, floating wall and control flexible steel wire, the floating wall is made of folding connection, the top half of the every folding is provided with kickboard, the control flexible steel wire and movable wire hawser are connected separately in the outermost folding in the both ends Fu Qiang, hanging wheel is mounted at the top of each folding, bottom is respectively connected with hammer body, the floating coping is fixed on the hanger rail of the saddle beam by the hanging wheel, the hanger rail is longitudinally mounted to the top center position of the saddle beam, the two sides of the bottom of the saddle beam are equipped with buoyancy tank and support arm.Beneficial effect is: can keep apart water flow and embankment when dangerous situation occurs, prevent water flow to the erosion damage of embankment, to reach stable levee toe, Gu the purpose of rescuing and protecting of base erosion control, not only protection is rapid, and puts into without excessive man power and material.
Description
Technical field
The present invention relates to embankment protection construction fields, and in particular to a kind of floating wall of movable embankment protection.
Background technique
Flood season, due to flood water flow to the invasion of embankment, wash away, the danger such as cause embankment basis unstability, and then cause collapse on the bank
The phenomenon that feelings, is commonplace.Since the generation of collapse on the bank dangerous situation is often relatively more unexpected, more difficult anticipation before the accident happened, moreover, collapse on the bank is once
Occur, under the continuous erosion effect of water flow, dangerous situation can be fast-developing, if cannot rescue and protect in time, can cause even more serious
Dangerous situation, or even cause to breach a dyke.
The top priority that collapse on the bank is rescued and protected stablizes levee toe, Gu base erosion control.The traditional collapse on the bank side of rescuing and protecting measure mainly has:
1, spats consolidates base anti-impact: by material such as stone, gabion, sandbag and Liu Shi pillow etc. of jettisoninging, with stability fundamental, preventing
Dangerous situation further develops.
2, unhurried current chooses stream erosion control: by heavy willow and robbing the measures such as length groynes and adjusts water (flow) direction, slows down water flow to embankment
The erosion damage on basis, prevents the further development of dangerous situation.
3, off-load adds the engineering measures such as side: the further development in order to inhibit dangerous situation, maintains the steady of the not yet embankment of avalanche
It is fixed, the material of levee crown need to be removed, the embankment of flood level or more, the especially steeper stone-laying embankment of levee body is removed, is both needed to as far as possible
It removes, and the gradient that levee body is accomplished to 1:1 prevents further avalanche to mitigate load.
Above traditional collapse on the bank rescue measures are required to more human and material resources and longer time investment.But it is big susceptible
Under condition, since collapse on the bank dangerous situation incident is unexpected, human and material resources have little time adequately to prepare, or because material transportation is difficult, and make
Collapse on the bank dangerous situation cannot timely rescue and protect, cause great loss
Summary of the invention
The object of the invention is that providing a kind of floating wall of movable embankment protection to solve the above-mentioned problems.
The present invention through the following technical solutions to achieve the above objectives:
A kind of floating wall of movable embankment protection, including saddle beam, floating wall and control flexible steel wire, the floating wall are connected by folding
Composition, the top half of the every folding are provided with kickboard, are separately connected in the outermost folding in the both ends Fu Qiang
There are the control flexible steel wire and movable wire hawser, is mounted on hanging wheel at the top of each folding, bottom is respectively connected with
Hammer body, the floating coping are fixed on the hanger rail of the saddle beam by the hanging wheel, and the hanger rail is longitudinally mounted to described
The two sides of the bottom of the top center position of saddle beam, the saddle beam are equipped with buoyancy tank.
In the present embodiment, the kickboard is air bag or cystosepiment, and the height of the kickboard is the two of the folding height
/ mono-.
In the present embodiment, described control flexible steel wire one end be fixed on the top of the front end Fu Qiang, middle and upper part and in
The position of lower part three, the other end are fixed on base on the bank by anchoring pile, and the movable wire hawser is fixed on the rear end Fu Qiang
Top, the other end are controlled by construction personnel on the bank.
In the present embodiment, the hanging wheel is slidably connected with the hanger rail, and the length of the hanger rail is greater than the floating wall and receives
Overall width after contracting overlapping.
In the present embodiment, the saddle beam is the saddle steel construction as made of square tubes soldering, and the span of the saddle beam is greater than
The width of the folding.
In the present embodiment, the buoyancy tank on the saddle beam is strip, internal filled and process plate or column air bag.
In the present embodiment, it is high to protrude into the floating wall that the height in the saddle beam is half for the floating wall.
In the present embodiment, the support arm on the saddle beam is truss structure, and there are two on each side, is located at the saddle beam
The rear and front end of two side lower parts, and the front end of the support arm be equipped with can 360 ° of rotations wheels, the diameter of the wheel is small
In 30cm.
The application method of wall, including following content are floated in above-mentioned protection:
When flood season, when there is dangerous situation generation, first the control flexible steel wire of the front end Fu Qiang is anchored at firm
Base on the bank, then, will protect floating wall in the region upstream investment water that dangerous situation occurs for embankment, in water flow using mechanical or manpower
Under percussion, protects floating wall that can be aimed at by water flow and downstream drift about, in the process, due to the control of the front end Fu Qiang
Flexible steel wire processed has been anchored at base on the bank, so that the folding of the floating wall can be under the percussion of water flow by one page one
Page is pulled out from the hanger rail of the saddle beam, and the bottom Fu Qiang can be fallen land and arrived by the hammer body of the bottom Fu Qiang
On riverbed, the kickboard of the upper end Fu Qiang is suspended in the floating wall on the water surface, to realize that entire protect floats the anti-of wall
Shield is laid, and the floating wall of expansion can also play the protective action of slicing wave resistance；If the souring of water flow is weaker, cannot
It pulls out the folding of the floating wall successfully from the hanger rail of the saddle beam, the floating subsequent institute of wall can be passed through
The drawing auxiliary of movable hawser is stated to realize the expansion and laying of the floating wall, the floating wall upper buoyancy is increased to much larger than institute
State the weight of the lower end Fu Qiang weight, so that it may so that the floating wall is after laying, upper end is suspended on the water surface, plays wave absorption wave resistance,
Protect the effect of embankment.
Beneficial effect is: can keep apart water flow and embankment when dangerous situation occurs, prevent water flow washing away brokenly to embankment
It is bad, thus reach stable levee toe, Gu the purpose of rescuing and protecting of base erosion control, the method by increasing floating wall upper buoyancy, so that it may so that institute
Floating wall is stated after laying, upper end is suspended on the water surface, plays the role of wave absorption wave resistance, protects embankment, and not only protection is rapid, and nothing
Need excessive man power and material's investment.
Detailed description of the invention
Fig. 1 is the complete layout that a kind of movable embankment protection of the present invention floats wall；
Fig. 2 is the floating wall space diagram that a kind of movable embankment protection of the present invention floats wall；
Fig. 3 is the floating wall top view that a kind of movable embankment protection of the present invention floats wall；
Fig. 4 is the saddle beam lead frame figure that a kind of movable embankment protection of the present invention floats wall.
1, hammer body；2, Fu Qiang；3, saddle beam；4, hanger rail；5, hanging wheel；6, flexible steel wire is controlled；7, anchoring pile；8, buoyancy tank；9, living
Dynamic flexible steel wire；10, folding；11, kickboard；12, support arm；13, wheel.
Specific embodiment
The present invention will be further explained below with reference to the attached drawings:
As Figure 1-Figure 4, a kind of movable embankment protection floats wall, including saddle beam 3, floating wall 2 and control flexible steel wire 6,
The floating wall 2 is made of the connection of folding 10, and the top half of the every folding 10 is provided with kickboard 11, floating 2 both ends of wall
The control flexible steel wire 6 and movable wire hawser 9, each folding 10 are connected separately in the outermost folding 10
Top be mounted on hanging wheel 5, bottom is respectively connected with hammer body 1, and the hammer body 1 is used to floating 2 bottom of wall being fixed on riverbed
On, the top of the floating wall 2 is fixed on the hanger rail 4 of the saddle beam 3 by the hanging wheel 5, and the hanger rail 4 is longitudinally mounted to institute
The top center position of saddle beam 3 is stated, the two sides of the bottom of the saddle beam 3 are equipped with buoyancy tank 8 and support arm 12.
In the present embodiment, the kickboard 11 is air bag or cystosepiment, and the height of the kickboard 11 is that the folding 10 is high
The half of degree, the kickboard 11 make the floating wall for making the floating wall 2 improve the buoyancy of upper part when being placed in water
2 remain state straight up in water under the kickboard 11 and the collective effect of the hammer body 1, to be formed together
Erosion control divider wall.
In the present embodiment, described control 6 one end of flexible steel wire be fixed on the top of 2 front end of floating wall, middle and upper part and
The position of middle and lower part three, the other end is fixed on base on the bank by anchoring pile 7, after the movable wire hawser 9 is fixed on the floating wall 2
The top at end, the other end are controlled by construction personnel on the bank.
In the present embodiment, the hanging wheel 5 is slidably connected with the hanger rail 4, and the length of the hanger rail 4 is greater than the floating wall
2 shrink the overall width after overlapping, and the hanging wheel 5 is used to the floating wall 2 being fixed on the saddle beam 3, while facilitating described floating
Wall 2 unfolds and folds.
In the present embodiment, the saddle beam 3 is the saddle steel construction as made of square tubes soldering, and the span of the saddle beam 3 is big
In the width of the folding 10, the saddle beam 3 is for floating support and controls the floating wall 2, firstly, the saddle beam 3 and the floating wall 2
The overall structure of formation floats the dispensing of wall convenient for protecting, secondly, after the floating wall of one group of protection is thrown into water, 3 meeting of saddle beam
The floating wall 2 is allowed to suspend before undeployed in water, so as not to it is when hammer body 1 described in bottom is fallen on riverbed that the floating wall 2 is complete
Portion is dragged under water, brings difficulty to the floating expansion of wall 2 of next step, while being also convenient for the accurate positionin of the floating wall 2.
In the present embodiment, the buoyancy tank 8 on the saddle beam 3 be strip, internal filled and process plate or column air bag,
The buoyancy tank 8 is used to increase the buoyancy of the saddle beam 3, be suspended in the entire frame of the saddle beam 3 can on the water surface.
In the present embodiment, it is high to protrude into the floating wall 2 that the height in the saddle beam 3 is half for the floating wall 2.
In the present embodiment, the support arm 12 on the saddle beam 3 is truss structure, and there are two on each side, is located at described
The rear and front end of 3 liang of side lower parts of saddle beam, and the front end of the support arm 12 be equipped with can 360 ° rotation wheels 13, the wheel 13
Diameter be not less than 30cm, the support arm 12 is obstructed for preventing from floating wall is protected to be flushed to bank by water flow during laying,
The wheel 13 is used to that the support arm 12 and the friction of embankment to be made to become rolling friction from sliding friction, reduce the support arm 12 with
Frictional force between embankment.
The application method of wall, including following content are floated in above-mentioned protection:
When flood season, when there is dangerous situation generation, first the control flexible steel wire 6 of floating 2 front end of wall is anchored at firm
Base on the bank, then, will protect floating wall 2 in the region upstream investment water that dangerous situation occurs for embankment using mechanical or manpower, in water
Under the percussion of stream, protects floating wall 2 that can be aimed at by water flow and downstream drift about, in the process, due to floating 2 front end of wall
The control flexible steel wire 6 has been anchored at base on the bank, so that the folding 10 of the floating wall 2 can be in the percussion of water flow
It is lower by being pulled out from the hanger rail 4 of the saddle beam 3 page by page, the hammer body 1 of floating 2 bottom of wall can be described floating
In the pendant land to riverbed of 2 bottom of wall, the kickboard 11 of floating 2 upper end of wall is suspended in the floating wall 2 on the water surface, thus real
The now entire protection for protecting floating wall 2 is laid, and the floating wall 2 of expansion can also play the protective action of slicing wave resistance；If water
The souring of stream is weaker, and the folding 10 of the floating wall 2 cannot be made successfully to draw from the hanger rail 4 of the saddle beam 3
Out, the expansion and laying of the floating wall 2 can be realized by the drawing auxiliary of the floating subsequent movable hawser of wall 2,
Floating 2 upper buoyancy of wall increases to the weight much larger than floating 2 lower end weight of wall, so that it may which, so that floating wall 2 is after laying, upper end is suspended in
On the water surface, plays the role of wave absorption wave resistance, protect embankment.
The basic principles, main features and advantages of the invention have been shown and described above.The technical staff of the industry should
Understand, the present invention is not limited to the above embodiments, and the above embodiments and description only describe originals of the invention
Reason, without departing from the spirit and scope of the present invention, various changes and improvements may be made to the invention, these changes and improvements
It all fall within the protetion scope of the claimed invention.The claimed scope of the invention is defined by appending claims and equivalents.
Claims (9)
1. a kind of movable embankment protection floats wall, it is characterised in that: including saddle beam, floating wall and control flexible steel wire, the floating wall
It is made of folding connection, the top half of the every folding is provided with kickboard, the outermost folding in the both ends Fu Qiang
On be connected separately with the control flexible steel wire and movable wire hawser, be mounted on hanging wheel, bottom at the top of each folding
Portion is respectively connected with hammer body, and the floating coping is fixed on the hanger rail of the saddle beam by the hanging wheel, and the hanger rail is longitudinal
It is mounted on the top center position of the saddle beam, the two sides of the bottom of the saddle beam are equipped with buoyancy tank and support arm.
2. a kind of movable embankment protection according to claim 1 floats wall, it is characterised in that: the kickboard is air bag or bubble
Foam plate, the height of the kickboard are the half of the folding height.
3. a kind of movable embankment protection according to claim 1 floats wall, it is characterised in that: the hanging wheel and the hanger rail
It is slidably connected, the length of the hanger rail is greater than the floating wall and shrinks the overall width after overlapping.
4. a kind of movable embankment protection according to claim 1 floats wall, it is characterised in that: the saddle beam is to be welded by square tube
Saddle steel construction made of connecing, the span of the saddle beam are greater than the width of the folding.
5. a kind of movable embankment protection according to claim 1 floats wall, it is characterised in that: described floating on the saddle beam
Case is strip, internal filled and process plate or column air bag.
6. a kind of movable embankment protection according to claim 1 floats wall, it is characterised in that: the floating wall protrudes into the saddle
Height in beam is that the floating wall of half is high.
7. a kind of movable embankment protection according to claim 1 floats wall, it is characterised in that: the branch on the saddle beam
Arm is truss structure, and there are two on each side, is located at the rear and front end of two side lower part of saddle beam, and the front end installation of the support arm
Have can 360 ° of rotations wheels, the diameter of the wheel is not less than 30cm.
8. the application method that a kind of movable embankment protection according to claim 1 floats wall, it is characterised in that: when flood season,
When there is dangerous situation generation, the control flexible steel wire of the front end Fu Qiang is first anchored at firm base on the bank, then, is utilized
Mechanical or manpower will protect floating wall in the region upstream investment water that dangerous situation occurs for embankment, under the percussion of water flow, protection
Floating wall can be aimed at by water flow and downstream be drifted about, in the process, due to the front end Fu Qiang the control flexible steel wire
Base is anchored on the bank, so that the folding of the floating wall can be under the percussion of water flow by page by page from the saddle beam
The hanger rail in pull out, the hammer body of the bottom Fu Qiang can fall the bottom Fu Qiang land to riverbed, described floating
The kickboard of wall upper end is suspended in the floating wall on the water surface, thus realize that the entire protection for protecting floating wall is laid, expansion
The floating wall can also play the protective action of slicing wave resistance；If the souring of water flow is weaker, the floating wall cannot be made
The folding is successfully pulled out from the hanger rail of the saddle beam, can pass through the floating subsequent movable hawser of wall
Drawing assists expansion and laying to realize the floating wall.
9. the application method that a kind of movable embankment protection according to claim 1 floats wall, it is characterised in that: the floating wall
Upper buoyancy increases to the weight much larger than the lower end Fu Qiang weight, so that it may so that the floating wall, after laying, upper end suspends
On the water surface, plays the role of wave absorption wave resistance, protect embankment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710407106.7A CN107059786B (en) | 2017-06-02 | 2017-06-02 | A kind of floating wall of movable embankment protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710407106.7A CN107059786B (en) | 2017-06-02 | 2017-06-02 | A kind of floating wall of movable embankment protection |
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| Publication Number | Publication Date |
|---|---|
| CN107059786A CN107059786A (en) | 2017-08-18 |
| CN107059786B true CN107059786B (en) | 2019-05-17 |
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| CN201710407106.7A Expired - Fee Related CN107059786B (en) | 2017-06-02 | 2017-06-02 | A kind of floating wall of movable embankment protection |
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109555558A (en) * | 2019-01-22 | 2019-04-02 | 泓锐（新兴）机械科技有限公司 | A kind of recyclable modular alloy barricade of high-efficiency dehydration |
| CN110965521A (en) * | 2019-07-22 | 2020-04-07 | 张谦 | Membrane structure protective wall for dam erosion protection and application method thereof |
| CN112537850B (en) * | 2020-11-17 | 2023-07-04 | 中国水产科学研究院珠江水产研究所 | Automatic microorganism adding and throwing device for improving pond sediment environment |
| CN112931081B (en) * | 2021-03-22 | 2023-11-24 | 科盛环保科技股份有限公司 | Method and structure for constructing coastal zone near beach plant community |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN103306238A (en) * | 2012-03-06 | 2013-09-18 | 临沂一搏水利工程科技有限公司 | Structure and connecting and construction method for buoyancy dam type emergency water retaining small dike |
| EP3074715A4 (en) * | 2013-11-26 | 2017-06-21 | Halo Maritime Defense Systems, Inc. | Energy absorption management for marine barrier and gate systems |
| CN106677120B (en) * | 2016-12-12 | 2018-11-20 | 中交第二航务工程局有限公司 | A kind of floating breakwater for the middle long period wave that disappears |
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