CN109083088A - A kind of rapid rescue method - Google Patents
A kind of rapid rescue method Download PDFInfo
- Publication number
- CN109083088A CN109083088A CN201811135298.1A CN201811135298A CN109083088A CN 109083088 A CN109083088 A CN 109083088A CN 201811135298 A CN201811135298 A CN 201811135298A CN 109083088 A CN109083088 A CN 109083088A
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- bridge
- drill rod
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- top plate
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B1/00—Equipment or apparatus for, or methods of, general hydraulic engineering, e.g. protection of constructions against ice-strains
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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
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- 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)
- Bridges Or Land Bridges (AREA)
Abstract
The present invention relates to emergency flood fighting fields, more particularly to a kind of rapid rescue method, suspension bridge of speedily carrying out rescue work is built using modular portable bridge cage emergency device, anti-trapping board is directly clamped among in the bridge leg supporting beam of portable bridge cage emergency device, then carries out operation of jettisoninging using suspension bridge.The entrapping-proof type combination emergency device that the present invention uses can be assembled quickly at the scene, cage leg suspension bridge is set up at breach, and using suspension bridge bearing capacity that anti-trapping board solves fast construction is low and inclination destabilization problems, dike breach can effectively be repaired within first time, transport light and fast, construction procedure is simple, and the scope of application is wider.
Description
Technical field
The present invention relates to emergency flood fighting fields, and in particular to a kind of rapid rescue method, IPC international Patent classificating number are
E02B 1/00。
Background technique
River harm of bursting is huge, such as the Changjiang river in China in 1998, Song Hua River fluvial facies are given after extraodinary flood has occurred
Bring huge economic loss and casualties in river periphery cities and counties.Although it is stifled finally to be burst using current stifled breach technology
Firmly.But because it needs personnel station piling construction in torrent, such as " soft closing method for dyke breach " (99115001.5) or personnel are grasped
Make ship vehicle to carry out sinking to the bottom leak stopping, such as " anti-inrush, dam break blocks ship " (201521008895.X), the cost paid
It is extremely heavy.Therefore, efficient, safety stifled breach feature possessed by suspension bridge formula rescue and relief work method changes existing
The case where construction technical staff of blocking up is lauched construction reduces emergency personnel and is taken risks, improve construction efficiency, be worthy to be popularized.But
Suspension bridge bridge leg can be readily intercalated into the river bed that torrent wash away again but also carefully not only, and due to mud low bearing capacity at breach, so that suspension bridge
Bridge floor can gradually sink in speedily carrying out rescue work, or because bridge leg there are unbalance stress in mud the case where, bridge leg submergence depth is different, leads
It causes suspension bridge bridge floor unstable, the accident of man overboard easily occurs.Therefore, the anti-depression of suspension bridge is also the technical issues of must solving,
Earlier application " a method of utilize the deep suspension bridge of limit to speedily carry out rescue work " (2018109054490), a kind of " limit for bursting to speedily carry out rescue work
Deep formula suspension bridge " a kind of (2018109056763) and " deep formula suspension bridge of limit " (2018212832958) utilization complicated bridge leg limit
Deep device, which is stuck on bridge leg, prevents depression, and still, structure is complicated for the bridge leg depth stop that above-mentioned application uses, and cost is high, it is difficult to a large amount of
Production, and forced area is small, and anti-sunken effect is undesirable.
Summary of the invention
The object of the present invention is to provide a kind of emergency control method, solution is various at present commonly to need personnel to be lauched construction method band
The ineffective problem of high risk, poor efficiency and the anti-sunken come.
The technical solution of the invention is as follows:
A kind of rapid rescue method is combined into suspension bridge of speedily carrying out rescue work using portable bridge cage emergency device and anti-trapping board and speedily carries out rescue work
Operation, the portable bridge cage emergency device include plate module, drill rod column bridge pier module and locking module, the plate module
Horizontal series are simultaneously supported fixation by the drill rod column bridge pier module, and the locking module is by plate module and drill rod column bridge
Stubs lock together.
The drill rod column bridge pier module is made of supporting beam and drill rod unit, and wherein drill rod unit is column structure, drill rod
Unit bottom and top are machined with the connection screw thread being mutually matched respectively, and jack is equipped on every section drill rod unit.In drill rod list
The lower end connecting portion of member is equipped with diameter and is less than at the path of drill rod unit outer diameter.The both ends of the supporting beam be equipped with threaded portion and
Nut, the diameter of supporting beam are matched with the internal diameter of the jack.
The locking module is made of lock body and lock pin, lock body be equipped with lockhole and groove, in a groove between be equipped with protrusion
Match at portion, the lug boss and the path of drill rod unit.
The plate module is composed in series by plate unit, the plate unit be combined by top plate and lower plywood and
At.
The left and right side of the lower plywood is respectively equipped with a socket hole, and every row is two jacks, wherein positioned at front
Diameter matches at jack diameter and the path, match positioned at subsequent jack diameter with the outer diameter of drill rod unit；In every row
It is respectively provided with a support rib at left and right sides of the jack, is equipped with a hole in four support ribs of the lower plywood
Slot, the shape of the hole slot and the transverse shape of the lock pin match.
The left and right side of the top plate is respectively equipped with the matched jack of outer diameter of row's diameter Yu drill rod unit, every row
It is two, a support rib is respectively provided on the inside of the jack described in every row.
The top plate and lower plywood are staggered front to back arrangement, two jacks and one piece of top plate behind one piece of lower plywood
The jack of front two is corresponding up and down, forms isometrical hole combination, two jacks and another piece of top plate before same lower plywood
Behind two jacks it is corresponding up and down, composition different diameter hole combination.Drill rod unit is combined across different diameter hole, by top plate and lower plywood
It plugs together and is fixed together.Multiple drill rod units pass through the combination of isometrical hole after being connected into drill rod column, as water at the insertion breach of bridge leg
In lower soil, the threaded portion at the supporting beam both ends is inserted into the jack of appropriate height, and is tightened with nut.Lock body is arranged under
Between the support rib of laminate two sides, at the lug boss insertion path of lock body, lock pin is passed through in hole slot insertion lockhole, by drill rod list
Member is locked together with lower plywood.
The anti-trapping board is equipped with twice ribs, and multiple elastic steel pipe straps are respectively equipped on per pass ribs；
Construction procedure is as follows:
A. first piece of top plate dislocation is placed on first piece of lower plywood, and makes two before first piece of top plate to insert
Hole is directed at subsequent two jacks of first piece of lower plywood, the isometrical hole combination of composition two；Multiple drill rod units are connected into two
Drill rod column is each passed through the isometrical hole combination of two sides, drill rod column is squeezed into breach dykes and dams basal part step by step using by piling machine
In soil, bridge leg is formed；
B., the nut at supporting beam both ends is screwed in the position far from support beam end respectively inwards, by the spiral shell at supporting beam both ends
In the jack for the drill rod unit that the insertion of line portion is located at appropriate height, then, by the nut at both ends to outward turning, make the nut point at both ends
It is not against the bridge inboard leg of two sides.
C. the adjacent supporting beam of twice is arranged in the anti-trapping board in the following, twice ribs position and twice supporting beam
Corresponding, the multiple elastic steel pipe strap on ribs is connected in the twice supporting beam, so that anti-trapping board is fixed on branch
It supports on beam；In company in bridge leg together tripping in breach dykes and dams basal part soil after anti-trapping board, the branch of firm stable is provided for the body of a bridge
Support；
D. lock body is arranged between the support rib of lower plywood two sides, at the lug boss insertion path of lock body, lock pin is worn
It crosses in hole slot insertion lockhole, drill rod unit is locked together with lower plywood；Then second piece of top plate is placed on first piece
Before top plate, subsequent two jacks of second piece of top plate is made to be directed at two jacks before first piece of lower plywood, composition two
A different diameter hole combination；Two groups of drill rod units are inserted into two different diameter hole combinations, by first piece of lower plywood and second piece of upper layer
Plate plugs together together；First piece of lower plywood, first piece of top plate and second piece of top plate just constitute the fixed top of first segment
The body of a bridge；
E. construction personnel station repeats step a-d, until suspension bridge is built up on the top body of a bridge that first segment has fixed；
F. using numerous bridge legs of suspension bridge to the barrier effect for material of blocking up, material of blocking up is put into directly from suspension bridge, into
Capable job execution of blocking up.
Preferably, the lock pin and lockhole are equipped with screw thread.
The present invention have the advantages that following significant effect and:
1, the emergency control method after providing a kind of dike breach, avoids previous emergency personnel and is lauched construction, reduce and apply
Worker person's construction risk improves the safety coefficient of stifled breach whole construction process；
2, portable bridge cage rescue and relief work device and anti-trapping board that the present invention uses, realize modularization, personnel can bear
And fast reserve is carried out, it quickly assembles, dependence when reducing dangerous situation burst to big machinery, improving should dash forward operator on duty's
Quick-reaction capability.
3, mutually matched supporting beam and anti-trapping board are set in bridge leg height and position appropriate, can quickly increase bridge leg with
Water-bed contact area, significantly improves the bearing capacity for suspension bridge of speedily carrying out rescue work, provides the support of firm stable for the body of a bridge, speedily carries out rescue work to be subsequent
Construction provides effective ensure；
4, the anti-trapping board that the present invention uses, structure is simple, and low cost occupies little space, and is readily transported；Pole is clamped when construction
It is quick for convenience, and be readily disassembled；
5, the uneven subsidence for having blocked suspension bridge of speedily carrying out rescue work, the inclination unstability for the suspension bridge that effectively prevents speedily carrying out rescue work, significantly improves
Suspension bridge formula blocks up the safety of breach whole construction process；
6, the effective rate of utilization that stifled breach material can be greatly improved using drill rod column bridge pier module, reduces material quilt of blocking up
The probability that water washes away, improves construction efficiency, shortens construction period；
7, emergency control method of the invention can be applied to the breach recovery project of any water dike, can effectively improve original suspension bridge
The safety of formula rescue construction, and have it is simple and light, convenient for many merits such as personnel's motorized transport Fast Installation, benefit
Significantly, there is biggish popularization and application space.
Detailed description of the invention
Fig. 1 is schematic diagram after the construction for the portable bridge cage emergency device that the present invention uses is assembled (anti-trapping board is not shown).
Fig. 2 is each module assembling schematic diagram (anti-trapping board of emergency device for the portable bridge cage emergency device that the present invention uses
It is not shown).
Fig. 3 is the plate unit top view for the portable bridge cage emergency device that the present invention uses.
Fig. 4 is the plate unit plan view for the portable bridge cage emergency device that the present invention uses.
Fig. 5 is the drill rod cellular construction schematic diagram for the portable bridge cage emergency device that the present invention uses.
Fig. 6 is the locking module structural schematic diagram for the portable bridge cage emergency device that the present invention uses.
Fig. 7 is the support beam structure schematic diagram that the present invention uses.
Fig. 8 is the anti-trapping board top view that the present invention uses.
Fig. 9 is the A of anti-trapping board shown in Fig. 8 to side view.
In figure, 1. plate modules, 11. plate units, 111, isometrical hole combination, the combination of 112. different diameter holes, 113. rear ends are fallen
Angle, 114. support ribs, 115. hole slots, 116. top plates, 117. lower plywoods, 118. Leading end chamfers, 2. drill rod column bridge pier modules,
21. drill rod unit, 211. connection screw threads, at 212. paths, 213. jacks, 22. supporting beams, 221. threaded portions, 222. nuts, 3.
Locking module, 31. lock bodies, 32. lock pins, 33. lockholes, 34. lug bosses, 4. anti-trapping boards, 41. ribs, 42. elastic steel pipe straps.
Specific embodiment
The present invention is described in detail below in conjunction with attached drawing.
A kind of rapid rescue method forms suspension bridge of speedily carrying out rescue work by portable bridge cage emergency device and anti-trapping board 4 and carries out work of speedily carrying out rescue work
Industry, the portable bridge cage emergency device include plate module 1, drill rod column bridge pier module 2 and locking module 3, the Spile form
1 horizontal series of block are simultaneously supported fixation by the drill rod column bridge pier module 2, using the locking module 3 by plate module 1
It is locked together with drill rod column bridge pier module 2.
The plate module 1, drill rod column bridge pier module 2 and locking module 3 can be metal material and high-strength non-metallic material
Material.
The drill rod column bridge pier module 2 includes supporting beam 22 and the drill rod unit 21 being serially connected, wherein drill rod unit 21
For column structure, 21 bottom and top of drill rod unit are machined with the connection screw thread 211 being mutually matched respectively, in every drill rod unit
21 are equipped with jack 213.Diameter, which is equipped with, in the lower end connecting portion of every drill rod unit 21 is less than the small of 21 outer diameter of drill rod unit
212 at diameter.The both ends of the supporting beam 22 are equipped with threaded portion 221 and nut 222, and the diameter of supporting beam 22 is interior with jack 213
Diameter matching.
The locking module 3 is made of lock body 31 and lock pin 32, lock body 31 be equipped with lockhole 33 and groove, in a groove between
Equipped with lug boss 34, the lug boss 34 matches at the path of drill rod unit 21 212, and lock pin 32 and lockhole 33 are equipped with spiral shell
Line.
The plate module 1 is composed in series by plate unit 11, and the plate unit 11 is by top plate 116 and lower plywood
117 are composed.
It is respectively equipped with 1 socket hole in the left and right side of the lower plywood 117, every row is 2 jacks, wherein before being located at
The jack diameter and drill rod unit 21 in face (explanation: before the direction that bridge cage extends when assembling is, otherwise being rear in the present invention) are small
212 diameter matches at diameter are matched positioned at subsequent jack diameter with the outer diameter of drill rod unit 21；A left side for the jack described in every row
Right two sides are respectively provided with a support rib 114, are equipped with a hole slot 115 in 4 support ribs 114 of the lower plywood 117,
The shape of the hole slot 115 and the transverse shape of the lock pin 32 match.
It is matched slotting in the outer diameter that the left and right side of the top plate 116 is respectively equipped with 1 row's diameter and drill rod unit 21
Hole, every row are 2, are respectively provided with a support rib 114 on the inside of the jack described in every row.
The top plate 116 is equal with 117 length and width of lower plywood, the pendulous tank of 116 two sides of top plate and lower layer
117 extension elongation of plate is equal, the overlapping of middle part two-ply.In use, top plate 116 and lower plywood 117 are staggered front to back arrangement, it may be assumed that
One piece of lower plywood, 117 subsequent 2 jacks and 2 jacks of one piece of 116 front of top plate are corresponding up and down, form isometrical hole combination
111,2 jacks of 117 front of same lower plywood are corresponding up and down with 116 subsequent 2 jacks of another piece of top plate, form different
Diameter hole combination 112.Drill rod unit 21 passes through different diameter hole combination 112, and is located at different diameter hole group at the path of drill rod unit 21 212
In lower layer's jack of conjunction, top plate 116 and lower plywood 117 are fixed together.Multiple drill rod units 21 pass through isometrical after combining
Hole combination 111, as in underwater soil at bridge pier insertion breach, the insertion of threaded portion 221 at 22 both ends of supporting beam is located at suitable
In the jack 213 of the drill rod unit 21 of height, and tightened with nut 222.The support of 117 two sides of lower plywood is arranged in lock body 31
Between floor 114, the lug boss 34 of lock body 31 is inserted into 212 at path, and lock pin 32 passes through hole slot 115 and is inserted into lockhole 33, will
Drill rod unit 21 is locked together with lower plywood 117.
Top plate 116 and its support rib 114 are equipped with Leading end chamfer 118,114 rear end of lower plywood 117 and its support rib
Chamfering 113, the Leading end chamfer 118 match with rear end chamfer 113.
The anti-trapping board 4 is equipped at least twice ribs 41, and multiple Elastic Steels are respectively equipped on per pass ribs 41
Pipe clamp 42.The anti-trapping board 4 can be manufactured with a thickness of 2-6cm using metal material, can also be used nonmetallic materials, such as be moulded
Material, resin or composite material manufacture.
When being speedily carried out rescue work using portable bridge cage emergency device and the progress dike breach of anti-trapping board 4, construction procedure is as follows:
A. the dislocation of first piece of top plate 116 is placed on first piece of lower plywood 117, and before making first piece of top plate 116
Two jacks in face are directed at first piece of lower plywood, 117 subsequent two jacks, the isometrical hole combination 111 of composition two；By multiple steel
Pricker unit 21 is connected into two drill rod columns, is each passed through the isometrical hole combination 111 of two sides, is beaten drill rod column step by step using piling machine
Enter to burst to form bridge leg in dykes and dams basal part soil；
B., the nut 222 at 22 both ends of supporting beam is screwed in the position far from 22 end of supporting beam respectively inwards, by supporting beam
In the jack 213 for the drill rod unit 21 that the insertion of threaded portion 221 at 22 both ends is located at appropriate height, then, by the nut 222 at both ends
It screws outward, the nut 222 at both ends is made to be against the bridge inboard leg of two sides respectively.
C. anti-trapping board 4 is placed on adjacent 22 lower part of supporting beam of twice, twice ribs 41 respectively corresponds one of support
Beam 22 is connected in the twice supporting beam 22 using the elastic steel pipe strap 42 on ribs 41；Anti-trapping board 4 in company with bridge leg together
In tripping in sludge underwater, anti-trapping board 4 prevents bridge leg excessively deep in the soil layer of river bed because forced area is big, and bridge leg is inserted into river
It is difficult to transverse shifting again after substratum, all directions movement of bridge leg is limited with this, provides the support of firm stable for the body of a bridge.
D. above-mentioned bridge pier and first piece of lower plywood 117 are locked together using locking module 3；Then by second piece of upper layer
Plate 116 is placed on first piece of top plate, 116 front, and second piece of top plate, 116 subsequent two jacks is made to be directed at first piece of lower layer
Two jacks of 117 front of plate form two different diameter hole combinations 112；Two groups of drill rod units 21 are inserted into two different diameter hole groups
Close in 112, first piece of lower plywood 117 is plugged together with second piece of top plate 116 together with；On first piece 117, first pieces of lower plywood
Laminate 116 and second piece of top plate 116 just constitute the fixed top body of a bridge of first segment；
E. construction personnel station repeats step a-d, until suspension bridge is built up on the top body of a bridge that first segment has fixed；
F. it after suspension bridge is built up, using numerous bridge legs of suspension bridge to the barrier effect for material of blocking up, is directly put into from suspension bridge
It blocks up material, carries out job execution of blocking up.
Claims (2)
1. a kind of rapid rescue method, which is characterized in that be combined into and speedily carry out rescue work using portable bridge cage emergency device and anti-trapping board (4)
Suspension bridge carries out operation of speedily carrying out rescue work, and the portable bridge cage emergency device includes plate module (1), drill rod column bridge pier module (2) and lock
Cover half block (3), plate module (1) horizontal series are simultaneously supported fixation by the drill rod column bridge pier module (2), described
Locking module (3) locks together plate module (1) and drill rod column bridge pier module (2).
The drill rod column bridge pier module (2) is made of supporting beam (22) and drill rod unit (21), and wherein drill rod unit (21) is column
Shape structure, drill rod unit (21) bottom and top are machined with the connection screw thread (211) being mutually matched respectively, in drill rod unit (21)
It is equipped with jack (213), is equipped with diameter in the lower end connecting portion of drill rod unit (21) and is less than the small of drill rod unit (21) outer diameter
At diameter (212).The both ends of the supporting beam (22) are equipped with threaded portion (221) and nut (222), the diameter of supporting beam (22) and institute
State the internal diameter matching of jack (213).
The locking module (3) is made of lock body (31) and lock pin (32), and lock body (31) is equipped with lockhole (33) and groove, recessed
Lug boss (34) are equipped among slot, the lug boss (34) matches with (212) at the path of drill rod unit (21).
The plate module (1) is composed in series by plate unit (11), the plate unit (11) be by top plate (116) and under
Laminate (117) is composed.
The left and right side of the lower plywood (117) is respectively equipped with a socket hole, and every row is two jacks, wherein is located at front
Jack diameter and the path at (212) diameter matches, be located at subsequent jack diameter and drill rod unit (21) outer diameter
Matching；A support rib (114), four branch of the lower plywood (117) are respectively provided at left and right sides of the jack described in every row
A hole slot (115), the shape of the hole slot (115) and the cross section shape of the lock pin (32) are equipped on stake rib plate (114)
Shape matches.
The left and right side of the top plate (116) is respectively equipped with row's diameter and the outer diameter of drill rod unit (21) is matched slotting
Hole, every row are two, are respectively provided with a support rib (114) on the inside of the jack described in every row.
The anti-trapping board (4) is equipped with twice ribs (41), and multiple elastic steel pipes are respectively equipped on per pass ribs (41)
Block (42)；
Construction procedure is as follows:
A. first piece of top plate (116) dislocation is placed on first piece of lower plywood (117), and makes first piece of top plate (116)
Two jacks of front are directed at subsequent two jacks of first piece of lower plywood (117), the isometrical hole combination (111) of composition two；It will
Multiple drill rod units (21) are connected into two drill rod columns, the isometrical hole combination (111) of two sides are each passed through, using passing through piling machine
Drill rod column is squeezed into step by step in breach dykes and dams basal part soil, bridge leg is formed；
B., the nut (222) at supporting beam (22) both ends is screwed in the position far from supporting beam (22) end respectively inwards, will be supported
In the jack (213) for the drill rod unit (21) that threaded portion (221) insertion at beam (22) both ends is located at appropriate height, then, by two
The nut (222) at end makes the nut (222) at both ends be against the bridge inboard leg of two sides respectively to outward turning.
C. the adjacent supporting beam of twice (22) is arranged in the anti-trapping board (4) in the following, twice ribs (41) position and two
Road supporting beam (22) is corresponding, and the multiple elastic steel pipe strap (42) on ribs (41) is connected to the twice supporting beam (22)
On, so that anti-trapping board (4) is fixed on supporting beam (22)；In company with bridge leg together tripping in breach dykes and dams base after anti-trapping board (4)
In the soil of bottom, the support of firm stable is provided for the body of a bridge；
D. lock body (31) are arranged between the support rib (114) of lower plywood (117) two sides, the lug boss (34) of lock body (31)
It is inserted at path (212), lock pin (32) passes through in hole slot (115) insertion lockhole (33), by drill rod unit (21) and lower plywood
(117) it locks together；Then second piece of top plate (116) is placed on before first piece of top plate (116), is made on second piece
Subsequent two jacks of laminate (116) are directed at two jacks before first piece of lower plywood (117), form two different diameter hole combinations
(112)；Two groups of drill rod units (21) are inserted into two different diameter hole combinations (112), by first piece of lower plywood (117) and second
Block top plate (116) plugs together together；First piece of lower plywood (117), first piece of top plate (116) and second piece of top plate
(116) the fixed top body of a bridge of first segment is just constituted；
E. construction personnel station repeats step a-d, until suspension bridge is built up on the top body of a bridge that first segment has fixed；
F. it after suspension bridge is built up, using numerous bridge legs of suspension bridge to the barrier effect for material of blocking up, puts into and blocks up directly from suspension bridge
Material carries out job execution of blocking up.
F. investment is blocked up material directly from suspension bridge after suspension bridge is built up, using the blocking of the drill rod column bridge pier module (2) of suspension bridge, into
Capable job execution of blocking up.
2. a kind of rapid rescue method according to claim 1, which is characterized in that the lock pin (32) and lockhole (33) are equal
Equipped with screw thread.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811135298.1A CN109083088B (en) | 2018-09-28 | 2018-09-28 | Rapid emergency rescue method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811135298.1A CN109083088B (en) | 2018-09-28 | 2018-09-28 | Rapid emergency rescue method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109083088A true CN109083088A (en) | 2018-12-25 |
| CN109083088B CN109083088B (en) | 2020-05-05 |
Family
ID=64842952
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811135298.1A Expired - Fee Related CN109083088B (en) | 2018-09-28 | 2018-09-28 | Rapid emergency rescue method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109083088B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101666073A (en) * | 2009-09-17 | 2010-03-10 | 黄河水利委员会黄河水利科学研究院 | Method for constructing river and lake levee breach closure with steel sheet pile |
| CN102493401A (en) * | 2011-12-15 | 2012-06-13 | 邱世军 | Method for rapidly plugging dike breach |
| CN105507205A (en) * | 2015-12-24 | 2016-04-20 | 天津大学 | Temporary flood barrier constructed by soil engineering filling bags and gate-shaped steel frames |
| CN107740379A (en) * | 2017-09-12 | 2018-02-27 | 南昌大学 | A kind of ecological hydro-junction facility for adapting to rivers and lakes connection |
| CN108487187A (en) * | 2018-05-16 | 2018-09-04 | 重庆市万闸防汛器材有限责任公司 | Double collapsible three plugs triangular pyramid frame assemblies of frame |
-
2018
- 2018-09-28 CN CN201811135298.1A patent/CN109083088B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101666073A (en) * | 2009-09-17 | 2010-03-10 | 黄河水利委员会黄河水利科学研究院 | Method for constructing river and lake levee breach closure with steel sheet pile |
| CN102493401A (en) * | 2011-12-15 | 2012-06-13 | 邱世军 | Method for rapidly plugging dike breach |
| CN105507205A (en) * | 2015-12-24 | 2016-04-20 | 天津大学 | Temporary flood barrier constructed by soil engineering filling bags and gate-shaped steel frames |
| CN107740379A (en) * | 2017-09-12 | 2018-02-27 | 南昌大学 | A kind of ecological hydro-junction facility for adapting to rivers and lakes connection |
| CN108487187A (en) * | 2018-05-16 | 2018-09-04 | 重庆市万闸防汛器材有限责任公司 | Double collapsible three plugs triangular pyramid frame assemblies of frame |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109083088B (en) | 2020-05-05 |
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