CN108930250A - A kind of dyke protection device and its anti-flood cut-off method with anti-flood cut-off function - Google Patents
A kind of dyke protection device and its anti-flood cut-off method with anti-flood cut-off function Download PDFInfo
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- CN108930250A CN108930250A CN201810797946.3A CN201810797946A CN108930250A CN 108930250 A CN108930250 A CN 108930250A CN 201810797946 A CN201810797946 A CN 201810797946A CN 108930250 A CN108930250 A CN 108930250A
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- steel pipe
- fastly
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- steel
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- 238000000034 method Methods 0.000 title claims abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 132
- 239000010959 steel Substances 0.000 claims abstract description 132
- 239000004567 concrete Substances 0.000 claims abstract description 41
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 39
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 37
- 230000003447 ipsilateral effect Effects 0.000 claims abstract description 6
- 238000003780 insertion Methods 0.000 claims abstract description 3
- 230000037431 insertion Effects 0.000 claims abstract description 3
- 239000011449 brick Substances 0.000 claims description 10
- 239000002689 soil Substances 0.000 claims description 7
- 230000015271 coagulation Effects 0.000 claims description 5
- 238000005345 coagulation Methods 0.000 claims description 5
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 239000000463 material Substances 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 1
- 238000013332 literature search Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 210000003296 saliva Anatomy 0.000 description 1
Classifications
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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
-
- 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
- E02B3/20—Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
- E02B3/26—Fenders
-
- 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
-
- 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
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Ocean & Marine Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of dyke protection device with anti-flood cut-off function and its anti-flood cut-off methods.Lacking at present can be for flood-fighting device that the common people use.The present invention is formed by connecing steel pipe component, iron chains component and steel-wire-net reinforced concrete floor tile fastly；The concrete that steel pipe component includes steel pipe He is filled in steel pipe is connect fastly；Steel pipe both ends open up through-hole；Two circular holes being arranged symmetrically are offered on steel-wire-net reinforced concrete floor tile end face；Iron chains component is made of iron chains and fastener, and iron chains both ends are equipped with fastener.The present invention is multiple to connect two sides at the top of steel pipe component insertion dykes and dams fastly when not having flood hazard, and the ipsilateral adjacent steel pipe component that connects fastly passes through an iron chains component connection；Steel-wire-net reinforced concrete ground tile paving is at the top of dykes and dams；When occur breaching a dyke dangerous situation when, build the concrete stick that shuts off and shut off, or build simultaneously shut off concrete stick and shut off tripod carry out torrent shut off；Before personnel of shutting off reach, the common people, which can meet an urgent need, shuts off, and prevents dangerous situation from expanding.
Description
Technical field
It is specifically a kind of with anti-flood cut-off function the present invention relates to the anti-flood cut-off device that hydraulic engineering uses
Dyke protection device and its anti-flood cut-off method.
Background technique
Domestic extreme weather occurrence frequency increased in recent years, and many areas will appear isolated storm and dykes and dams is caused to breach a dyke
Mouthful, great property loss is brought to the common people, flood-fighting is seized every minute and second, and before emergency team of official 5 arrives, the common people can be with
It is saved oneself using the strength of itself, a kind of literature search discovery, anti-flood cut-off disclosed in the patent No. 200510086124.7 is built
Dam method, shutting off for proposition need to beat piling bar, launch tetrahedron, moorstone material mesh bag, then launch sandstone bag, complicated for operation, need
The professional equipment wanted is various, and general public is difficult to complete.At present the country also lack it is a kind of can be for flood-fighting that the common people use
Device.
Summary of the invention
For the present invention for civil the case where saving oneself with flood-fighting device shortage domestic at present, proposing one kind has flood fighting
The dyke protection device and its anti-flood cut-off method for function of shutting off.
The present invention is achieved by the following technical solutions:
A kind of dyke protection device with anti-flood cut-off function of the present invention, by connecing steel pipe component, iron chains component and steel fastly
Silk screen concrete floor tile composition.The steel pipe component that connects fastly includes steel pipe and concrete；Concrete Filled is in steel duct；Steel
Through-hole is offered in the middle part of pipe side wall and by the position of two close end, and the through-hole at both ends is arranged symmetrically about the through-hole at middle part；
There is steel wire reinforcing rib inside the steel-wire-net reinforced concrete floor tile；Steel-wire-net reinforced concrete floor tile offers on end face about steel wire
Two circular holes that net concrete floor tile end face center is arranged symmetrically；The iron chains component is made of iron chains and fastener, iron chains two
End is equipped with fastener.Multiple to connect two sides at the top of steel pipe component insertion dykes and dams fastly, the ipsilateral steel pipe component that connects fastly is equidistantly arranged, two sides
Connect steel pipe component count fastly and spacing is equal；The ipsilateral adjacent steel pipe component that connects fastly passes through an iron chains component connection；Steel
Silk screen concrete floor tile is laid at the top of dykes and dams.
The aperture of the through-hole is 25mm.
The steel-wire-net reinforced concrete floor tile is regular hexagon, and each edge of both ends of the surface is equipped with chamfering, the circular hole
Aperture is 55mm.
The material of the steel-wire-net reinforced concrete floor tile uses lightweight concrete.
The length of steel pipe is 1.8m, outer diameter 50mm.
The steel-wire-net reinforced concrete floor tile is paved at the top of dykes and dams.
The concrete stick that shuts off is built using the dyke protection device with anti-flood cut-off function carries out anti-flood cut-off
Method, specific as follows:
(1) when flood occur and breaching a dyke, that removes that dykes and dams breach a dyke two lateral roof of mouth connects steel pipe component and steel wire coagulation fastly
Soil brick；
(2) two circular holes of steel-wire-net reinforced concrete floor tile are covered connects on steel pipe component fastly at two, and every two connects steel pipe fastly
Row's steel-wire-net reinforced concrete floor tile is sealed on part, then connects the through-hole that two connect steel pipe component the same end fastly by iron chains component
It connects, forms the concrete stick that shuts off；
(3) multiple concrete sticks that shut off are stacked at the mouth that breaches a dyke, are shut off.
Build shut off concrete stick and three feet that shut off simultaneously using the dyke protection device with anti-flood cut-off function
The method that frame carries out anti-flood cut-off, specific as follows:
(1) when flood occur and breaching a dyke, that removes that dykes and dams breach a dyke two lateral roof of mouth connects steel pipe component and steel wire coagulation fastly
Soil brick；
(2) two circular holes of steel-wire-net reinforced concrete floor tile are covered connects on steel pipe component fastly at two, and every two connects steel pipe fastly
Row's steel-wire-net reinforced concrete floor tile is sealed on part, then connects the through-hole that two connect steel pipe component the same end fastly by iron chains component
It connects, forms the concrete stick that shuts off；
(3) six connect steel pipe component fastly and form positive triangular pyramid, and corresponding three connect steel fastly at the positive each angle of triangular pyramid
The through-hole of tube assembly forms the tripod that shuts off by an iron chains component connection；
(4) two tripods that shut off are assembled into two connections to shut off tripod group, or three tripods that shut off is assembled into
Three connect tripod group of shutting off；Two connections are shut off in tripod group, tripod that shuts off wherein one connect steel pipe component fastly
It is through in another tripod that shuts off, and there are two pairs of through-holes connect in the middle part of steel pipe component fastly to pass through iron chains in two tripods that shut off
Component connection, it includes that two in the different tripods that shut off connect steel pipe component fastly that a pair connects steel pipe component fastly；Three connections shut off three
In foot prop group, first tripod that shuts off wherein one connect steel pipe component fastly and be through in second tripod that shuts off, second
Shut off tripod wherein one connect steel pipe component fastly and be through third and shut off in tripod, and the two of first tripod that shuts off
Root connect steel pipe component and second tripod that shuts off fastly two connect steel pipe component fastly and form two pairs connects steel pipe component fastly, and second
Shut off other two of tripod and connects steel pipe component fastly and third shuts off two of tripod and connects steel pipe component fastly and form two pairs
Steel pipe component is connect fastly, and each pair of two through-holes connect in the middle part of steel pipe component fastly for connecing steel pipe component fastly are connected by iron chains component；
(5) tripod group is shut off into two connections or three connection tripod groups of shutting off is stacked at the mouth that breaches a dyke；
(6) it will shut off concrete stick and sandbag is placed on that tripod group is shut off in two connections or three connections are shut off in tripod group
Shut off.
The invention has the benefit that
The present invention does not have when flood hazard steel-wire-net reinforced concrete brick be layered at the top of dykes and dams as road surface, connect fastly steel pipe component and
Iron chains component is then mounted on two sides at the top of dykes and dams and uses as protective fence；When occur breaching a dyke dangerous situation when, arrived in government personnel of shutting off
Up to before scene, the common people can use apparatus of the present invention emergency and shut off, and prevent dangerous situation expansion from resulting in greater loss.As it can be seen that this
Invention is able to use in no pluvial age and pluvial age, being capable of save the cost.
Detailed description of the invention
Fig. 1 is overall structure stereogram of the invention；
Fig. 2 is the structural schematic diagram for connecing steel pipe component in the present invention fastly；
Fig. 3-1 is the end view of steel-wire-net reinforced concrete floor tile in the present invention；
Fig. 3-2 is the side view of steel-wire-net reinforced concrete floor tile in the present invention；
Fig. 4 is the structural schematic diagram of iron chains component in the present invention；
Fig. 5-1 is the structural perspective of tripod of shutting off in the present invention；
Fig. 5-2 is the structural perspective of concrete stick of shutting off in the present invention；
Fig. 6-1 is the schematic diagram when dykes and dams of laying apparatus of the present invention breach a dyke；
Fig. 6-2 is that the dykes and dams mouthful stacking portion that breaches a dyke shuts off the schematic diagram of concrete stick；
Fig. 6-3 is that the dykes and dams mouth that breaches a dyke piles with the schematic diagram of the concrete stick that shuts off；
Fig. 7-1 is two structural perspective for connecting tripod group of shutting off in the present invention；
Fig. 7-2 is three structural perspective for connecting tripod group of shutting off in the present invention；
Fig. 8 is that the dykes and dams mouth that breaches a dyke stacks two connections and shuts off the schematic diagrames of tripod group.
Specific embodiment
The present invention will be further described with reference to the accompanying drawing.
As shown in Figure 1, a kind of dyke protection device with anti-flood cut-off function, by connecing steel pipe component 1, iron chains component fastly
2 and steel-wire-net reinforced concrete floor tile 3 form.As shown in Fig. 2, connecing steel pipe component 1 fastly includes steel pipe 1-1 and concrete 1-2；Steel pipe 1-
1 length is 1.8m, outer diameter 50mm；Concrete 1-2 is filled in inside steel pipe 1-1, and effect is to increase steel pipe weight and intensity,
While also having the function of preventing steel duct from getting rusty, through-hole 1-3 is offered in the middle part of steel pipe side wall and by the position of two close end,
And the through-hole 1-3 at both ends is arranged symmetrically about the through-hole at middle part, the aperture through-hole 1-3 is 25mm, and function is for the other portions of fixation
Part provides space.As shown in Fig. 3-1 and 3-2, steel-wire-net reinforced concrete floor tile 3 is regular hexagon, and each edge of both ends of the surface is all provided with
There is chamfering, material uses lightweight concrete, and function is to mitigate weight, facilitates manpower transport；Inside steel-wire-net reinforced concrete floor tile 3
There is steel wire reinforcing rib 3-2, to increase its intensity.It can be laid on embankment as floor tile, 3 end of steel-wire-net reinforced concrete floor tile
Two circular hole 3-1 being arranged symmetrically are offered on face, function is that the convenient steel pipe component that connects fastly is inserted into, thus by each steel wire
Concrete floor tile 3 connects, and circular hole aperture is 55mm, is greater than outer diameter of steel pipes.As shown in figure 4, iron chains component 2 is by iron chains 2-1
It is formed with fastener 2-2, the both ends iron chains 2-1 are equipped with fastener 2-2；Its function is the through-hole across steel pipe 1-1, by steel wire coagulation
Soil brick 3 and steel pipe component is connect fastly connect composition and shut off concrete stick, or multiple steel pipe components that connect fastly are connected
Form the tripod that shuts off.
Two sides are inserted into equidistantly arrange multiple and connect steel pipe component 1 fastly at the top of dykes and dams；The ipsilateral adjacent steel pipe component 1 that connects fastly leads to
An iron chains component 2 is crossed to connect；Steel pipe component and iron chains component is connect fastly to use as guardrail；Steel wire coagulation is paved at the top of dykes and dams
Soil brick 3, steel-wire-net reinforced concrete floor tile 3 are laid on dykes and dams top surface, play the role of hard surface.Steel pipe is connect fastly under the state
Component, steel-wire-net reinforced concrete floor tile and iron chains component are conventional sense, when suitable for not having flood hazard.
The concrete stick that shuts off is built using the dyke protection device with anti-flood cut-off function carries out anti-flood cut-off
Method, specific as follows:
(1) as in Figure 6-1, when flood occur and breaching a dyke, remove at the top of dykes and dams connect steel pipe component 1 fastly and steel wire is mixed
Solidifying soil brick 3；
(2) two circular hole 3-1 of steel-wire-net reinforced concrete floor tile 3 are covered connects on steel pipe component 1 fastly at two, and every two connects steel fastly
Row's steel-wire-net reinforced concrete floor tile 3 is sealed in tube assembly 1, then passes through the through-hole 1-3 that two connect 1 the same end of steel pipe component fastly
Iron chains component 3 connects, and the concrete stick that shuts off is formed, as shown in Fig. 5-2；
(3) multiple concrete sticks that shut off are stacked at the mouth that breaches a dyke, are shut off, as shown in Fig. 6-2 and Fig. 6-3.
It builds the concrete stick that shuts off and carries out anti-flood cut-off, major function is piled up and cut by combination for commonly shutting off
The disconnected saliva stream that breaches a dyke.
Build shut off concrete stick and three feet that shut off simultaneously using the dyke protection device with anti-flood cut-off function
The method that frame carries out anti-flood cut-off, specific as follows:
(1) as in Figure 6-1, when flood occur and breaching a dyke, remove at the top of dykes and dams connect steel pipe component 1 fastly and steel wire is mixed
Solidifying soil brick 3；
(2) two circular hole 3-1 of steel-wire-net reinforced concrete floor tile 3 are covered connects on steel pipe component 1 fastly at two, and every two connects steel fastly
Row's steel-wire-net reinforced concrete floor tile 3 is sealed in tube assembly 1, then passes through the through-hole 1-3 that two connect 1 the same end of steel pipe component fastly
Iron chains component 3 connects, and the concrete stick that shuts off is formed, as shown in Fig. 5-2；
(3) six connect steel pipe component 1 fastly and form positive triangular pyramid, and corresponding three connect steel fastly at the positive each angle of triangular pyramid
The through-hole 1-3 of tube assembly 1 is connected by an iron chains component 3, forms the tripod that shuts off, as shown in fig. 5-1；
(4) as shown in Fig. 7-1 and 7-2, two tripods that shut off is assembled into two connections and are shut off tripod group, or by three
The tripod that shuts off is assembled into three connections and shuts off tripod group；Two connections are shut off in tripod group, and one shuts off tripod wherein
One connects steel pipe component 1 fastly and is through in another tripod that shuts off, and has two pairs to connect steel pipe component fastly in two tripods that shut off
The through-hole at middle part is connected by iron chains component, and it includes that two in the different tripods that shut off connect steel pipe fastly that a pair connects steel pipe component fastly
Component；Three connections are shut off in tripod group, first tripod that shuts off wherein one connect steel pipe component 1 fastly and be through second and cut
Flow in tripod, second tripod that shuts off wherein one connect steel pipe component 1 fastly and be through third and shut off in tripod, and the
Two of one tripod that shuts off connect steel pipe component fastly and two of second tripod that shuts off connect two pairs of steel pipe component formation fastly
Steel pipe component is connect fastly, and other two of second tripod that shuts off connect steel pipe component fastly and two of a tripod that shuts off of third fast
It connects two pairs of steel pipe component formation and connects steel pipe component fastly, each pair of two through-holes connect in the middle part of steel pipe component fastly for connecing steel pipe component fastly are logical
Cross the connection of iron chains component；
(5) tripod group is shut off into two connections or three connection tripod groups of shutting off is stacked at the mouth that breaches a dyke；
(6) it will shut off concrete stick and sandbag is placed on that tripod group is shut off in two connections or three connections are shut off in tripod group
Shut off, as shown in Figure 8.
Shut off concrete stick and the tripod progress anti-flood cut-off that shuts off are built simultaneously, and major function is for commonly shutting off
The impossible torrent of mode shuts off.
Claims (8)
1. a kind of dyke protection device with anti-flood cut-off function, by connecing steel pipe component, iron chains component and steel wire coagulation fastly
Soil brick composition；It is characterized by: the steel pipe component that connects fastly includes steel pipe and concrete；Concrete Filled is in steel pipe
Portion；Through-hole is offered in the middle part of steel pipe side wall and by the position of two close end, and the through-hole at both ends is symmetrical about the through-hole at middle part
Arrangement；There is steel wire reinforcing rib inside the steel-wire-net reinforced concrete floor tile；It is opened up on steel-wire-net reinforced concrete floor tile end face related
In two circular holes that steel-wire-net reinforced concrete floor tile end face center is arranged symmetrically；The iron chains component is made of iron chains and fastener,
Iron chains both ends are equipped with fastener；Multiple to connect two sides at the top of steel pipe component insertion dykes and dams fastly, the ipsilateral steel pipe component that connects fastly is equidistantly arranged
Cloth, two sides connect steel pipe component count fastly and spacing is equal；The ipsilateral adjacent steel pipe component that connects fastly passes through an iron chains component
Connection；Steel-wire-net reinforced concrete ground tile paving is at the top of dykes and dams.
2. a kind of dyke protection device with anti-flood cut-off function according to claim 1, it is characterised in that: described logical
The aperture in hole is 25mm.
3. a kind of dyke protection device with anti-flood cut-off function according to claim 1, it is characterised in that: described
Steel-wire-net reinforced concrete floor tile is regular hexagon, and each edge of both ends of the surface is equipped with chamfering；The aperture of the circular hole is 55mm.
4. a kind of dyke protection device with anti-flood cut-off function according to claim 1, it is characterised in that: the steel
The material of silk screen concrete floor tile uses lightweight concrete.
5. a kind of dyke protection device with anti-flood cut-off function according to claim 1, it is characterised in that: described
Length of steel pipe is 1.8m, outer diameter 50mm.
6. a kind of dyke protection device with anti-flood cut-off function according to claim 1, it is characterised in that: described
Steel-wire-net reinforced concrete floor tile is paved at the top of dykes and dams.
7. using a kind of dyke protection device with anti-flood cut-off function described in any one of claims 1 to 6 to build to cut
Flow the method that concrete stick carries out anti-flood cut-off, it is characterised in that: this method is specific as follows:
(1) when flood occur and breaching a dyke, remove dykes and dams breach a dyke two lateral roof of mouth with connecing steel pipe component and steel-wire-net reinforced concrete fastly
Brick；
(2) two circular holes of steel-wire-net reinforced concrete floor tile are covered connects on steel pipe component fastly at two, and every two is connect fastly on steel pipe component
Row's steel-wire-net reinforced concrete floor tile is sealed in, then connects the through-hole that two connect steel pipe component the same end fastly by iron chains component,
Formation is shut off concrete stick；
(3) multiple concrete sticks that shut off are stacked at the mouth that breaches a dyke, are shut off.
8. a kind of dyke protection device with anti-flood cut-off function described in any one of claims 1 to 6 is used to take simultaneously
Build the method that shut off concrete stick and the tripod that shuts off carry out anti-flood cut-off, it is characterised in that: this method is specific as follows:
(1) when flood occur and breaching a dyke, remove dykes and dams breach a dyke two lateral roof of mouth with connecing steel pipe component and steel-wire-net reinforced concrete fastly
Brick；
(2) two circular holes of steel-wire-net reinforced concrete floor tile are covered connects on steel pipe component fastly at two, and every two is connect fastly on steel pipe component
Row's steel-wire-net reinforced concrete floor tile is sealed in, then connects the through-hole that two connect steel pipe component the same end fastly by iron chains component,
Formation is shut off concrete stick；
(3) six connect steel pipe component fastly and form positive triangular pyramid, and corresponding three connect steel pipe fastly at the positive each angle of triangular pyramid
The through-hole of part forms the tripod that shuts off by an iron chains component connection；
(4) two tripods that shut off are assembled into two connections to shut off tripod group, or three tripods that shut off is assembled into three companies
Connect tripod group of shutting off；Two connections are shut off in tripod group, tripod that shuts off wherein one connect steel pipe component fastly and be through
Another shuts off in tripod, and has two pairs of through-holes connect in the middle part of steel pipe component fastly to pass through iron chains component in two tripods that shut off
Connection, it includes that two in the different tripods that shut off connect steel pipe component fastly that a pair connects steel pipe component fastly；Three connect the tripod that shuts off
In group, first tripod that shuts off wherein one connect steel pipe component fastly and be through in second tripod that shuts off, second shuts off
Tripod wherein one connect steel pipe component fastly and be through third and shut off in tripod, and two of first tripod that shuts off are fast
It connects two of steel pipe component and second tripod that shuts off and connects steel pipe component fastly and form two pairs and connect steel pipe component fastly, second shuts off
Other two of tripod connect steel pipe component and third fastly shuts off two of tripod to connect steel pipe component fastly and form two pairs and connects fastly
Steel pipe component, each pair of two through-holes connect in the middle part of steel pipe component fastly for connecing steel pipe component fastly are connected by iron chains component；
(5) tripod group is shut off into two connections or three connection tripod groups of shutting off is stacked at the mouth that breaches a dyke；
(6) it will shut off concrete stick and sandbag is placed on that tripod group is shut off in two connections or three connections are shut off and carried out in tripod group
Shut off.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810797946.3A CN108930250B (en) | 2018-07-19 | 2018-07-19 | Flood fighting closure method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810797946.3A CN108930250B (en) | 2018-07-19 | 2018-07-19 | Flood fighting closure method |
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| Publication Number | Publication Date |
|---|---|
| CN108930250A true CN108930250A (en) | 2018-12-04 |
| CN108930250B CN108930250B (en) | 2020-05-19 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810797946.3A Expired - Fee Related CN108930250B (en) | 2018-07-19 | 2018-07-19 | Flood fighting closure method |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1423018A (en) * | 2001-11-23 | 2003-06-11 | 杨学海 | Multifunctional rapid small dike |
| CN200996149Y (en) * | 2007-01-17 | 2007-12-26 | 彭聃 | Irrigation-engineering structural component |
| CN104314044A (en) * | 2014-08-22 | 2015-01-28 | 胡伟 | Dam body structure formed by combining and fixing wall blocks and piles |
| CN205576836U (en) * | 2016-04-29 | 2016-09-14 | 西安科技大学 | Can increase quick anti -flood wall of formula |
| 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 |
| CN107059782A (en) * | 2017-01-13 | 2017-08-18 | 四川大学 | The extensible fence of assembled for crevasse quick blocking |
-
2018
- 2018-07-19 CN CN201810797946.3A patent/CN108930250B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1423018A (en) * | 2001-11-23 | 2003-06-11 | 杨学海 | Multifunctional rapid small dike |
| CN200996149Y (en) * | 2007-01-17 | 2007-12-26 | 彭聃 | Irrigation-engineering structural component |
| CN104314044A (en) * | 2014-08-22 | 2015-01-28 | 胡伟 | Dam body structure formed by combining and fixing wall blocks and piles |
| CN205576836U (en) * | 2016-04-29 | 2016-09-14 | 西安科技大学 | Can increase quick anti -flood wall of formula |
| 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 |
| CN107059782A (en) * | 2017-01-13 | 2017-08-18 | 四川大学 | The extensible fence of assembled for crevasse quick blocking |
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