CN107059786A - A kind of movable embankment protection floats wall - Google Patents
A kind of movable embankment protection floats wall Download PDFInfo
- Publication number
- CN107059786A CN107059786A CN201710407106.7A CN201710407106A CN107059786A CN 107059786 A CN107059786 A CN 107059786A CN 201710407106 A CN201710407106 A CN 201710407106A CN 107059786 A CN107059786 A CN 107059786A
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- Prior art keywords
- wall
- floating
- folding
- movable
- saddle beam
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- 238000007667 floating Methods 0.000 claims abstract description 84
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 22
- 239000010959 steel Substances 0.000 claims abstract description 22
- 238000000034 method Methods 0.000 claims abstract description 12
- 230000008569 process Effects 0.000 claims abstract description 11
- 230000010485 coping Effects 0.000 claims abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 18
- 230000000694 effects Effects 0.000 claims description 6
- 238000009527 percussion Methods 0.000 claims description 6
- 238000010521 absorption reaction Methods 0.000 claims description 4
- 238000004873 anchoring Methods 0.000 claims description 4
- 238000010276 construction 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
- 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
- 239000007787 solid Substances 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
- 238000005516 engineering process Methods 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000002360 preparation method Methods 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
Wall and its application process are floated the invention discloses a kind of movable embankment protection, including saddle beam, floating wall and control flexible steel wire, the floating wall is made up 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 in the outermost folding in Fu Qiang two ends, hanging wheel is mounted at the top of each folding, bottom is respectively connected with hammer body, the floating coping is fixed on by the hanging wheel on the hanger rail of the saddle beam, the hanger rail is longitudinally mounted to the crown center position of the saddle beam, the two bottom sides of the saddle beam are provided with buoyancy tank and support arm.Beneficial effect is：Current and embankment can be kept apart when dangerous situation occurs, prevent current from, to the erosion damage of embankment, so as to reach stable levee toe, Gu the purpose of rescuing and protecting of base erosion control, is not only protected rapidly, and being put into without excessive man power and material.
Description
Technical field
The present invention relates to embankment protection construction field, and in particular to a kind of movable embankment protection floats wall.
Background technology
Flood season, due to flood current to the invasion and attack of embankment, wash away, cause the basic unstability of embankment, and then trigger the danger such as collapse on the bank
The phenomenon of feelings is of common occurrence.Because 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 current, dangerous situation can be fast-developing, if can not rescue and protect in time, can trigger even more serious
Dangerous situation, or even cause to breach a dyke.
The stable levee toe of top priority that collapse on the bank is rescued and protected, Gu base erosion control.The traditional collapse on the bank side of rescuing and protecting measure mainly has：
1st, the solid base anti-impact of spats：By material such as stone, gabion, sandbag and the Liu Shi pillows etc. of jettisoninging, with stability fundamental, prevent
Dangerous situation further develops.
2nd, unhurried current chooses stream erosion control：By heavy willow and rob the measures such as length groynes and adjust water (flow) direction, slow down current to embankment
The erosion damage on basis, prevents the further development of dangerous situation.
3rd, off-load adds the engineering measures such as side：In order to suppress the further development of dangerous situation, the steady of the not yet embankment of avalanche is maintained
It is fixed, the material of levee crown need to be removed, embankment more than flood level, the particularly steeper stone-laying embankment of levee body is removed, is both needed to as far as possible
Remove, and levee body is accomplished 1:1 gradient, to mitigate load, prevents further avalanche.
The traditional collapse on the bank rescue measures of the above are required to more human and material resources and longer time input.But it is big susceptible
Under condition, due to the incident of collapse on the bank dangerous situation suddenly, human and material resources have little time sufficient preparation, or because material transportation is difficult, and make
Collapse on the bank dangerous situation cannot timely rescue and protect, cause great loss
The content of the invention
The purpose of the present invention is that a kind of movable embankment protection is provided to solve the above problems floats wall.
The present invention is achieved through the following technical solutions above-mentioned purpose：
A kind of movable embankment protection floats wall, including saddle beam, floating wall and control flexible steel wire, and the floating wall is connected by folding
Composition, the top half of the every folding is provided with kickboard, the outermost folding in Fu Qiang two ends to be connected respectively
Have and be mounted on hanging wheel at the top of the control flexible steel wire and movable wire hawser, each folding, bottom is respectively connected with
Hammer body, the floating coping is fixed on by the hanging wheel on the hanger rail of the saddle beam, and the hanger rail is longitudinally mounted to described
The crown center position of saddle beam, the two bottom sides of the saddle beam are provided 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 Fu Qiang front ends, middle and upper part and in
The position of bottom three, the other end is fixed on base on the bank by anchoring pile, and the movable wire hawser is fixed on the Fu Qiang rear ends
Top, the other end is controlled by workmen 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 more than the floating wall and received
Overall width after contracting overlapping.
In the present embodiment, the saddle beam is the saddle steel construction by square tubes soldering, and the span of the saddle beam is more 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, the height that the floating wall is stretched into the saddle beam is high for 1/2nd floating wall.
In the present embodiment, the support arm on the saddle beam is truss structure, per side two, respectively positioned at the saddle beam
The rear and front end of two side lower parts, and the support arm front end be provided with can 360 ° of rotations wheel, the diameter of the wheel is small
In 30cm.
The application process of wall, including following content are floated in above-mentioned protection：
It is first that the control steel of Fu Qiang front ends silk cable rope Anchor is solid firm when there is dangerous situation generation during flood season
Base on the bank, then, will protect floating wall to be put into the region upstream that dangerous situation occurs for embankment in water, in current using machinery or manpower
Under percussion, the floating wall of protection can be aimed at by current downstream to drift about, in the process, due to the control of the Fu Qiang front ends
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 current by one page one
The pull-out from the hanger rail of the saddle beam of page, the hammer body of the Fu Qiang bottoms can arrive Fu Qiang bottoms pendant land
On riverbed, the kickboard of the Fu Qiang upper ends makes the floating wall be suspended on the water surface, so as to realize the anti-of the floating wall of whole protection
Shield is laid, and the floating wall of expansion can also play the protective action of slicing wave resistance；If the souring of current is weaker, it is impossible to
The folding of the floating wall is set successfully to be pulled out from the hanger rail of the saddle beam, can be by the institute behind the floating wall
State the drawing auxiliary of movable hawser 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 Fu Qiang lower ends weight, so that it may which 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：Current and embankment can be kept apart, current washing away brokenly to embankment is prevented when dangerous situation occurs
It is bad, so that stable levee toe is reached, Gu the purpose of rescuing and protecting of base erosion control, passes through the method for the floating wall upper buoyancy of increase, so that it may so that institute
Floating wall is stated after laying, upper end is suspended on the water surface, play wave absorption wave resistance, protect the effect of embankment, not only protected rapidly, and nothing
Need excessive man power and material's input.
Brief description of the drawings
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.
1st, hammer body；2nd, Fu Qiang；3rd, saddle beam；4th, hanger rail；5th, hanging wheel；6th, flexible steel wire is controlled；7th, anchoring pile；8th, buoyancy tank；9th, it is living
Dynamic flexible steel wire；10th, folding；11st, kickboard；12nd, support arm；13rd, wheel.
Embodiment
The invention will be further described below in conjunction with the accompanying 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 up of the connection of folding 10, and the top half of the every folding 10 is provided with kickboard 11, the floating two ends of wall 2
The control flexible steel wire 6 and movable wire hawser 9, each folding 10 are connected 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 the floating bottom of wall 2 being fixed on riverbed
On, the top of the floating wall 2 is fixed on by the hanging wheel 5 on the hanger rail 4 of the saddle beam 3, and the hanger rail 4 is longitudinally mounted to institute
The crown center position of saddle beam 3 is stated, the two bottom sides of the saddle beam 3 are provided 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 high for the folding 10
/ 2nd of degree, the kickboard 11 is used to make the floating wall 2 be positioned over the buoyancy for improving its top when in water, makes the floating wall
2 remain state straight up under the kickboard 11 and the collective effect of the hammer body 1 in water, so as to be formed together
Erosion control divider wall.
In the present embodiment, described control flexible steel wire 6 one end be fixed on the top of the front end of floating wall 2, 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, and the movable wire hawser 9 is fixed on after the floating wall 2
The top at end, the other end is controlled by workmen 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 more 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
The expansion and folding of wall 2.
In the present embodiment, the saddle beam 3 is the saddle steel construction by 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 used for floating support and controls the floating wall 2, first, the saddle beam 3 and the floating wall 2
The overall structure of formation is easy to protect the dispensing of floating wall, secondly, after the floating wall of one group of protection is thrown into water, the meeting of saddle beam 3
The floating wall 2 is allowed to be suspended in before not deployed in water, so as not to it is when hammer body 1 is fallen on riverbed described in bottom that the floating wall 2 is complete
Portion is dragged under water, and the floating expansion of wall 2 to next step brings difficulty, while also allowing for being accurately positioned for 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, the whole framework of the saddle beam 3 is suspended on the water surface.
In the present embodiment, the height that the floating wall 2 is stretched into the saddle beam 3 is high for 1/2nd floating wall 2.
In the present embodiment, the support arm 12 on the saddle beam 3 is truss structure, per side two, respectively positioned at described
The rear and front end of 3 liang of side lower parts of saddle beam, and the support arm 12 front end be provided with can 360 ° rotation wheel 13, the wheel 13
Diameter be not less than 30cm, the support arm 12 be used for prevent that protecting floating wall to be flushed to bank by current during laying is obstructed,
The wheel 13 is used to make the friction of the support arm 12 and embankment to be changed into rolling friction from sliding friction, reduce the support arm 12 with
Frictional force between embankment.
The application process of wall, including following content are floated in above-mentioned protection：
It is first that the Anchor of control flexible steel wire 6 of the floating front end of wall 2 is solid firm when there is dangerous situation generation during flood season
Base on the bank, then, using machinery or manpower floating wall 2 will be protected to be put into the region upstream that dangerous situation occurs for embankment in water, in water
Under the percussion of stream, the floating wall 2 of protection can be aimed at by current downstream to drift about, in the process, due to the floating front end of wall 2
The control flexible steel wire 6 has been anchored at base on the bank so that percussion of the meeting of the folding 10 of the floating wall 2 in current
Lower to be pulled out page by page from the hanger rail 4 of the saddle beam 3, the hammer body 1 of the floating bottom of wall 2 can be described floating
The bottom of wall 2 falls land to riverbed, and the kickboard 11 of the floating upper end of wall 2 makes the floating wall 2 be suspended on the water surface, so that real
Now the protection of the floating wall 2 of whole protection 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, it is impossible to the folding 10 of the floating wall 2 is successfully drawn from the hanger rail 4 of the saddle beam 3
Go out, the expansion and laying of the floating wall 2 can be realized by the drawing auxiliary of the movable hawser behind the floating wall 2,
The floating upper buoyancy of wall 2 increases to the weight much larger than the floating lower end weight of wall 2, so that it may which, so that floating wall 2 is after laying, upper end is suspended in
On the water surface, wave absorption wave resistance is played, the effect of embankment is protected.
The basic principles, principal features and advantages of the present 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, the original for simply illustrating the present invention described in above-described embodiment and specification
Reason, without departing from the spirit and scope of the present invention, various changes and modifications of the present invention are possible, these changes and improvements
It all fall within the protetion scope of the claimed invention.The claimed scope of the invention is by appended claims and its Xiao Wu circle
It is fixed.
Claims (10)
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 up of folding connection, the top half of the every folding is provided with kickboard, the outermost folding in Fu Qiang two ends
On be connected at the top of the control flexible steel wire and movable wire hawser, each folding and be mounted on hanging wheel, bottom
Portion is respectively connected with hammer body, and the floating coping is fixed on by the hanging wheel on the hanger rail of the saddle beam, the hanger rail longitudinal direction
Installed in the crown center position of the saddle beam, the two bottom sides of the saddle beam are provided 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 is 1/2nd of the folding height.
3. a kind of movable embankment protection according to claim 1 floats wall, it is characterised in that：The control flexible steel wire one
End is fixed on the top, middle and upper part and the position of middle and lower part three of the Fu Qiang front ends, and the other end is fixed on base on the bank by anchoring pile,
The movable wire hawser is fixed on the top of the Fu Qiang rear ends, and the other end is controlled by workmen on the bank.
4. 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 more than the floating wall and shrinks the overall width after overlapping.
5. 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
The saddle steel construction connect, the span of the saddle beam is more than the width of the folding.
6. a kind of movable embankment protection according to claim 1 floats wall, it is characterised in that：It is described floating on the saddle beam
Case is strip, internal filled and process plate or column air bag.
7. a kind of movable embankment protection according to claim 1 floats wall, it is characterised in that：The floating wall stretches into the saddle
Height in beam is high for 1/2nd floating wall.
8. 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, per side two, respectively positioned at the rear and front end of the side lower part of saddle beam two, and the front end of the support arm is installed
Have can 360 ° of rotations wheel, the diameter of the wheel is not less than 30cm.
9. a kind of movable embankment protection according to claim 1 floats the application process of wall, it is characterised in that：During flood season,
When there is dangerous situation generation, first the control steel silk cable rope Anchor of the Fu Qiang front ends is consolidated in firm base on the bank, then, utilized
Machinery or manpower will protect floating wall to be put into the region upstream that dangerous situation occurs for embankment in water, under the percussion of current, protection
Floating wall can be aimed at by current and downstream drifted about, in the process, due to the Fu Qiang front ends the control flexible steel wire
It is anchored at base on the bank so that the folding of the floating wall can be under the percussion of current by page by page from the saddle beam
The hanger rail in pull out, the hammer bodies of the Fu Qiang bottoms can fall the Fu Qiang bottoms land to riverbed, described floating
The kickboard of wall upper end makes the floating wall be suspended on the water surface, so that realize that the protection of the floating wall of whole protection is laid, expansion
The floating wall can also play the protective action of slicing wave resistance；If the souring of current is weaker, it is impossible to make the floating wall
The folding is successfully pulled out from the hanger rail of the saddle beam, can pass through the movable hawser behind the floating wall
Drawing aids in realizing the expansion and laying of the floating wall.
10. a kind of movable embankment protection according to claim 1 floats the application process of wall, it is characterised in that：It is described floating
Wall upper buoyancy increases to the weight much larger than Fu Qiang lower ends weight, so that it may which, so that the floating wall is after laying, upper end hangs
Float on the surface, play wave absorption wave resistance, protect the effect of 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 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107059786A true CN107059786A (en) | 2017-08-18 |
| CN107059786B CN107059786B (en) | 2019-05-17 |
Family
ID=59616214
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710407106.7A Expired - Fee Related CN107059786B (en) | 2017-06-02 | 2017-06-02 | A kind of floating wall of movable embankment protection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107059786B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN112537850A (en) * | 2020-11-17 | 2021-03-23 | 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 |
| CN112931081A (en) * | 2021-03-22 | 2021-06-11 | 科盛环保科技股份有限公司 | Coastal zone nearshore beach plant community construction method and construction structure |
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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 |
| US20150152615A1 (en) * | 2013-11-26 | 2015-06-04 | Halo Maritime Defense Systems, Inc. | Energy absorption management for marine barrier and gate systems |
| CN106677120A (en) * | 2016-12-12 | 2017-05-17 | 中交第二航务工程局有限公司 | Floating breakwater eliminating medium-and-long-period waves |
-
2017
- 2017-06-02 CN CN201710407106.7A patent/CN107059786B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| US20150152615A1 (en) * | 2013-11-26 | 2015-06-04 | Halo Maritime Defense Systems, Inc. | Energy absorption management for marine barrier and gate systems |
| CN106677120A (en) * | 2016-12-12 | 2017-05-17 | 中交第二航务工程局有限公司 | Floating breakwater eliminating medium-and-long-period waves |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN112537850A (en) * | 2020-11-17 | 2021-03-23 | 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 |
| CN112931081A (en) * | 2021-03-22 | 2021-06-11 | 科盛环保科技股份有限公司 | Coastal zone nearshore beach plant community construction method and construction structure |
| 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 | Publication date |
|---|---|
| CN107059786B (en) | 2019-05-17 |
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