CN109338989A - A method of quick blocking of fighting flood and relieve victims embankment bursts - Google Patents
A method of quick blocking of fighting flood and relieve victims embankment bursts Download PDFInfo
- Publication number
- CN109338989A CN109338989A CN201811238740.3A CN201811238740A CN109338989A CN 109338989 A CN109338989 A CN 109338989A CN 201811238740 A CN201811238740 A CN 201811238740A CN 109338989 A CN109338989 A CN 109338989A
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- Prior art keywords
- breach
- water fender
- embankment
- pile
- breach water
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- 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
- E02B3/106—Temporary dykes
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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)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a kind of methods of quick blocking embankment breach of fighting flood and relieve victims, comprising the following steps: piling machine makes a call to two pile columns according to certain distance, and the first breach water fender is slid downwards along two pile columns；Piling machine makes a call to a pile column according to certain distance, and the second breach water fender is slid downwards along pile, and the side of the second breach water fender is connected and fixed with the first breach water fender, and the other side of the second breach water fender is equipped with the stabilising arrangement of prominent certain distance；Piling machine makes a call to a pile column along stabilising arrangement, another second breach water fender is slid downwards along pile, the other side of the second breach water fender and upper one second breach water fender is fixed；Judge whether the breach water fender that the first breach water fender and the second breach water fender are constituted surrounds embankment breach, if otherwise continuing previous step into next step；Sandbag is launched at the both ends burst to breach water fender and embankment, is blocked embankment using sandbag and is burst.The present invention, which improves, blocks the efficiency that embankment bursts.
Description
Technical field
The present invention relates to technical field of water conservancy machinery, a kind of method for particularly relating to quick blocking embankment breach of fighting flood and relieve victims.
Background technique
The method that embankment bursts to block all the time all uses sandstone material, bursts to require a large amount of sandstone material every time.Greatly
It is extremely hazardous that type transport vehicle beats up and down on this unstable embankment under flood long period of soaking.Transport to the sandstone at breach
Material, which is shifted onto water, largely to be washed away by flood, i.e., is charged inward using steel mesh and take a thing more.Also less smooth, sometimes also
It is blocked with a large amount of sandbag, the officers and men for army of breaching a dyke every time fill sandbag, shoulder sandbag, and somebody is tired to be poured in water, have under desperation
Officers and men use body water blocking hand in hand, some is washed away by flood, and this method for blocking blocks too backward in a word.People is too tired, endangers very much
Danger is too slow, even if last block is completed, can also flood large stretch of dirty soil.It is to block the best material to breach a dyke that people, which default sandstone material,
Material, however the flood in face of breaching a dyke, the efficiency blocked only with sandstone material are too low.
Summary of the invention
A kind of method that the present invention proposes quick blocking embankment breach of fighting flood and relieve victims, solves in the prior art using sandstone
Material blocks the too low problem of embankment breach efficiency.
The technical scheme of the present invention is realized as follows:
A method of quick blocking of fighting flood and relieve victims embankment bursts, comprising the following steps:
(1) piling machine makes a call to two pile columns according to certain distance, and the first breach water fender is slid downwards along two pile columns；
(2) piling machine makes a call to a pile column according to certain distance, the second breach water fender is slid downwards along pile, second determines
The side of mouth water fender is connected and fixed with the first breach water fender, and the other side of the second breach water fender is equipped with prominent certain
The stabilising arrangement of distance；
(3) piling machine makes a call to a pile column along stabilising arrangement, and another second breach water fender is slid downwards along pile, should
The other side of second breach water fender and upper one second breach water fender connects and fixes；
(4) judge whether breach water fender that the first breach water fender and the second breach water fender are constituted surrounds embankment and determine
Mouthful, if entering in next step, if it is not, then continuing step (3)；
(5) sandbag is launched to the both ends that breach water fender and embankment burst, blocks embankment using sandbag and bursts.
It is of the present invention it is a kind of fight flood and relieve victims quick blocking embankment breach method in, in the step (1), piling
The spacing that machine installs 2.85 meters is successively driven piles, and the first breach water fender is 3 meters long, 2.5 meters high, 8-10 millimeters thick.
It is of the present invention it is a kind of fight flood and relieve victims quick blocking embankment breach method in, it is described in the step (1)
First breach water fender side is equipped with arc or circular ring type or perpendicular type clamping portion, fixes with the pile that piling machine is got.
It is of the present invention it is a kind of fight flood and relieve victims quick blocking embankment breach method in, the second breach water fender
It is 3 meters long, it is 2.5 meters high, it is 8-10 millimeters thick.
It is of the present invention it is a kind of fight flood and relieve victims quick blocking embankment breach method in, the first breach water fender
Iron plate is all made of with the second breach water fender to constitute.
It is of the present invention it is a kind of fight flood and relieve victims quick blocking embankment breach method in, the first breach water fender
Density with the second breach water fender is 6.6~7.9g/cm3。
It is of the present invention it is a kind of fight flood and relieve victims quick blocking embankment breach method in, breach water fender is determined by first
Mouth water fender and several second breach water fenders are in series.
It is of the present invention it is a kind of fight flood and relieve victims quick blocking embankment breach method in, the breach water fender be in arc
Shape or triangle or rectangle surround embankment breach.
It is of the present invention it is a kind of fight flood and relieve victims quick blocking embankment breach method in, the stabilising arrangement be equipped with it is curved
Pars convoluta position.
The beneficial effects of the present invention are: it solves too low using sandstone material closure embankment breach efficiency in the prior art
Problem.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with
It obtains other drawings based on these drawings.
Fig. 1 is a kind of flow chart of the method one embodiment for quick blocking embankment breach of fighting flood and relieve victims of the present invention；
Fig. 2 is the positive structure schematic of the first breach water fender；
Fig. 3 is the side structure schematic diagram of the first breach water fender；
Fig. 4 is the positive structure schematic of the second breach water fender；
Fig. 5 is the top view of the second breach water fender.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
As shown in Figure 1, the invention proposes a kind of method of quick blocking embankment breach of fighting flood and relieve victims, including following step
It is rapid:
(1) piling machine makes a call to two pile columns according to certain distance, and the first breach water fender is slid downwards along two pile columns；
(2) piling machine makes a call to a pile column according to certain distance, the second breach water fender is slid downwards along pile, second determines
The side of mouth water fender is connected and fixed with the first breach water fender, and the other side of the second breach water fender is equipped with prominent certain
The stabilising arrangement of distance；
(3) piling machine makes a call to a pile column along stabilising arrangement, and another second breach water fender is slid downwards along pile, should
The other side of second breach water fender and upper one second breach water fender connects and fixes；
(4) judge whether breach water fender that the first breach water fender and the second breach water fender are constituted surrounds embankment and determine
Mouthful, if entering in next step, if it is not, then continuing step (3)；
(5) sandbag is launched to the both ends that breach water fender and embankment burst, blocks embankment using sandbag and bursts.
It is of the present invention it is a kind of fight flood and relieve victims quick blocking embankment breach method in, in the step (1), piling
The spacing that machine installs 2.85 meters is successively driven piles, and the first breach water fender is 3 meters long, 2.5 meters high, 8-10 millimeters thick.
It is of the present invention it is a kind of fight flood and relieve victims quick blocking embankment breach method in, it is described in the step (1)
First breach water fender side is equipped with arc or circular ring type or perpendicular type clamping portion, fixes with the pile that piling machine is got.
It is of the present invention it is a kind of fight flood and relieve victims quick blocking embankment breach method in, the second breach water fender
It is 3 meters long, it is 2.5 meters high, it is 8-10 millimeters thick.
It is of the present invention it is a kind of fight flood and relieve victims quick blocking embankment breach method in, the first breach water fender
Iron plate is all made of with the second breach water fender to constitute.
It is of the present invention it is a kind of fight flood and relieve victims quick blocking embankment breach method in, the first breach water fender
Density with the second breach water fender is 6.6~7.9g/cm3。
It is of the present invention it is a kind of fight flood and relieve victims quick blocking embankment breach method in, breach water fender is determined by first
Mouth water fender and the second breach water fender are in series.
It is of the present invention it is a kind of fight flood and relieve victims quick blocking embankment breach method in, the breach water fender be in arc
Shape or triangle or rectangle surround embankment breach.
It is of the present invention it is a kind of fight flood and relieve victims quick blocking embankment breach method in, the stabilising arrangement be equipped with it is curved
Pars convoluta position.Specifically, the distance between the center line of bending part and the pile of the second breach water blocking back are 2.85 meters.
In the present embodiment, for 2.85 meters, in other embodiments, as long as the center line of bending part is determined with second
Length of the distance between the pile of mouth water blocking back less than the second breach water fender.
In the above-described embodiments, the back side of the first breach water fender and the second breach water fender and pile interface, towards band
There is an embankment side of breach, flood is blocked in the front of the first breach water fender and the second breach water fender, prevents flood erosion big
Dike bursts, and embankment is prevented to burst to expand.
As Figure 2-Figure 5, the front end of the first breach water fender 1 is set there are two upward perpendicular type hook portion 11, and two
A upward perpendicular type hook portion 11 is vertical with the plane where the main board of the first breach water fender 11, the second breach water fender 2
Front end set there are two downward grab part 21, where the main board of grab part 21 and the second breach water fender 2
Plane is parallel, and the front other end of the second breach water fender 2 is set there are two upward perpendicular type hook portion 22.Specifically, two to
On perpendicular type hook portion 11 be located at different vertical planes, the side of the perpendicular type hook portion of lower section closer to the first breach water fender
It holds, in two downward grab parts 21, the grab part of top is longer than the grab part of lower section.Second breach water fender 2
On stabilising arrangement 23 can stablize pile, prevent pile from being rushed by flood askew.
The present invention solves the problems, such as too low using sandstone material closure embankment breach efficiency in the prior art.
Above-mentioned technical proposal discloses improvement of the invention, the technology contents not being disclosed in detail, can be by art technology
Personnel are achieved by the prior art.
The above is merely preferred embodiments of the present invention, be not intended to limit the invention, it is all in spirit of the invention and
Within principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (9)
1. a kind of method for quick blocking embankment breach of fighting flood and relieve victims, which comprises the following steps:
(1) piling machine makes a call to two pile columns according to certain distance, and the first breach water fender is slid downwards along two pile columns；
(2) piling machine makes a call to a pile column according to certain distance, and the second breach water fender is slid downwards along pile, and second, which bursts, keeps off
The side of water plate is connected and fixed with the first breach water fender, and the other side of the second breach water fender is equipped with prominent certain distance
Stabilising arrangement；
(3) piling machine makes a call to a pile column along stabilising arrangement, another second breach water fender is slid downwards along pile, this second
Breach water fender and the other side of upper one second breach water fender connect and fix；
(4) judge whether the breach water fender that the first breach water fender and the second breach water fender are constituted surrounds embankment breach,
If entering in next step, if it is not, then continuing step (3)；
(5) sandbag is launched to the both ends that breach water fender and embankment burst, blocks embankment using sandbag and bursts.
2. a kind of method of quick blocking embankment breach of fighting flood and relieve victims according to claim 1, which is characterized in that the step
Suddenly in (1), the spacing that piling machine installs 2.85 meters is successively driven piles, and the first breach water fender is 3 meters long, 2.5 meters high, thick 8-10
Millimeter.
3. a kind of method of quick blocking embankment breach of fighting flood and relieve victims according to claim 1 or 2, which is characterized in that institute
It states in step (1), the first breach water fender side is equipped with arc or circular ring type or perpendicular type clamping portion, gets with piling machine
Pile fix.
4. a kind of method of quick blocking embankment breach of fighting flood and relieve victims according to claim 1, which is characterized in that described the
Two breach water fenders are 3 meters long, 2.5 meters high, 8-10 millimeters thick.
5. a kind of method of quick blocking embankment breach of fighting flood and relieve victims according to claim 1, which is characterized in that described the
One breach water fender and the second breach water fender are all made of iron plate composition.
6. a kind of method of quick blocking embankment breach of fighting flood and relieve victims according to claim 1, which is characterized in that described the
The density of one breach water fender and the second breach water fender is 6.6~7.9g/cm3。
7. a kind of method of quick blocking embankment breach of fighting flood and relieve victims according to claim 1, which is characterized in that burst gear
Water plate is in series by the first breach water fender and several second breach water fenders.
8. a kind of method of quick blocking embankment breach of fighting flood and relieve victims according to claim 7, which is characterized in that described to determine
Mouthful water fender is arc-shaped or triangle or rectangle surround embankment breach.
9. a kind of method of quick blocking embankment breach of fighting flood and relieve victims according to claim 1, which is characterized in that described steady
Device is determined equipped with crooked position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811238740.3A CN109338989A (en) | 2018-10-23 | 2018-10-23 | A method of quick blocking of fighting flood and relieve victims embankment bursts |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811238740.3A CN109338989A (en) | 2018-10-23 | 2018-10-23 | A method of quick blocking of fighting flood and relieve victims embankment bursts |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109338989A true CN109338989A (en) | 2019-02-15 |
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ID=65311330
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811238740.3A Pending CN109338989A (en) | 2018-10-23 | 2018-10-23 | A method of quick blocking of fighting flood and relieve victims embankment bursts |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109338989A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111877263A (en) * | 2020-08-10 | 2020-11-03 | 千里马工程机械再制造集团有限公司 | Flood prevention sand bag filling device |
| CN112267429A (en) * | 2020-10-16 | 2021-01-26 | 湖南工程学院 | Construction method for plugging and repairing breach of dam body of bank |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0839231A1 (en) * | 1995-07-17 | 1998-05-06 | Jean-Paul Sovran | River bank flood barrier |
| CN106087977A (en) * | 2016-08-15 | 2016-11-09 | 莫喻然 | A kind of flood fighting dykes and dams crevasse closure gravity stake and using method thereof |
| CN106284204A (en) * | 2016-08-26 | 2017-01-04 | 卞正奎 | The quick device of a kind of fill heap of fighting flood and relieve victims, protect and technique |
| CN107142898A (en) * | 2017-03-07 | 2017-09-08 | 华中科技大学文华学院 | A kind of dyke crevasse fast plugging device |
| CN107938598A (en) * | 2017-12-29 | 2018-04-20 | 郑州玄机器人有限公司 | A kind of bar group of shutting off of bursting |
| CN207260078U (en) * | 2017-09-14 | 2018-04-20 | 马全智 | A kind of plugging device for crevasse of breaching a dyke |
-
2018
- 2018-10-23 CN CN201811238740.3A patent/CN109338989A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0839231A1 (en) * | 1995-07-17 | 1998-05-06 | Jean-Paul Sovran | River bank flood barrier |
| CN106087977A (en) * | 2016-08-15 | 2016-11-09 | 莫喻然 | A kind of flood fighting dykes and dams crevasse closure gravity stake and using method thereof |
| CN106284204A (en) * | 2016-08-26 | 2017-01-04 | 卞正奎 | The quick device of a kind of fill heap of fighting flood and relieve victims, protect and technique |
| CN107142898A (en) * | 2017-03-07 | 2017-09-08 | 华中科技大学文华学院 | A kind of dyke crevasse fast plugging device |
| CN207260078U (en) * | 2017-09-14 | 2018-04-20 | 马全智 | A kind of plugging device for crevasse of breaching a dyke |
| CN107938598A (en) * | 2017-12-29 | 2018-04-20 | 郑州玄机器人有限公司 | A kind of bar group of shutting off of bursting |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111877263A (en) * | 2020-08-10 | 2020-11-03 | 千里马工程机械再制造集团有限公司 | Flood prevention sand bag filling device |
| CN112267429A (en) * | 2020-10-16 | 2021-01-26 | 湖南工程学院 | Construction method for plugging and repairing breach of dam body of bank |
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| Date | Code | Title | Description |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190215 |
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| RJ01 | Rejection of invention patent application after publication |