CN106436638A - Superposition type city anti-flood wall capable of being built fast and method - Google Patents
Superposition type city anti-flood wall capable of being built fast and method Download PDFInfo
- Publication number
- CN106436638A CN106436638A CN201610836742.7A CN201610836742A CN106436638A CN 106436638 A CN106436638 A CN 106436638A CN 201610836742 A CN201610836742 A CN 201610836742A CN 106436638 A CN106436638 A CN 106436638A
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- Prior art keywords
- casing
- flood
- firmware
- retaining walls
- fast
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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
- E02B3/106—Temporary dykes
- E02B3/108—Temporary dykes with a filling, e.g. filled by water or sand
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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)
- Revetment (AREA)
Abstract
In our country, places with abundant water are often places with abundant waterscapes and are excellent places for river view, water loving, tourism and fitness. Gravity type, cantilever type, counterfort type and other types of concrete anti-flood walls above the ground level in a floodwall and movable steel gates, steel column+laminated beams and other anti-flood wall technologies are often difficult to coordinate with and to be integrated with surroundings, meanwhile, the requirements for foundations are high, and the investment is high. The invention belongs to the technical category of anti-flood technology and relates to an emergency anti-flood facility under the state that the over-warning water level or storm surge threats occur to river, lake and coastal regions, in particular to an anti-flood wall capable of fast built in a superposition mode. The anti-flood wall comprises boxes, an occlusal surface, a transverse connection fixing part hole, a transverse connection fixing part, a longitudinal connection fixing part hole, a longitudinal connection fixing part, a water inlet, a water outlet, bonding tape and a handle. The anti-flood wall is built through the multiple same boxes in a superposition mode. The anti-flood wall has the characteristics of being simple in structure, fast to install, convenient and fast to operate, convenient to use, simple to maintain, attractive in appearance and capable of achieving good economy and the like.
Description
Technical field
The invention belongs to flood control flood control technology category, is related to a kind of being subject to surpass in rivers, lake and coastal area and guards against
Urgent flood control flood control facility under water level or storm tide threatened status, flood control barricade anti-flood wall of especially controlling flood, is China
The supporting technical method of rivers, lake and coastal area flood control flood control.
Background technology
Where China's water yield is plentiful, where often water scenery is abundant, it is to see Jiang Qinshui and the excellent of body-building of strolling about or have a rest
Place to go.As 27.818 km of Yangtze River beach length after the regulation of Wuhan, about 28.80 meters of elevation, the gross area about 236.17 ten thousand are flat
The green gallery of square rice, is the place of citizen and visitor's recreational tourism, and the water front of riverine building and Jiang Tan park composition also becomes
For representing the space of Wuhan Urban overall image.However, in flood bank existing concrete anti-flood wall top above ground level 3.5 to
5.0 meters of towering bodies of wall are difficult to meet two-way view and hydrophilic requirement inside and outside citizen and visitor's dike, lose waterside city
Hydrophilic characteristic, accessibility is significantly affected.Particularly flood season most of sluice gates still backfill clay using concrete gate lath
Mode block, road miriness can't bear, and have a strong impact on urban landscape and citizens' activities.
Adopting the xoncrete structure such as gravity type, cantilevered, buttress type, these hard the traditional Urban Flood retaining Walls of China more
Flood-control wall is often difficult to mutually coordinate, blend with surrounding, how while anti-flood wall is increased, does not affect the sight of resident
With hydrophilic requirement, original urban landscape is not destroyed, become emphasis and the difficult point of flood control works.In recent years, the city such as Shanghai, Harbin
Also " steel gate plate and movable anti-flood wall " technology investigated in succession, and this anti-flood wall is by pile foundation, basic bottom girder, anti-flood wall and flood control
Steel flashboard constitutes；Wuhan investigated " steel column+stoplog " technology, and this anti-flood wall is by concrete bed, side column, stoplog, sealing
Rubber, secure component etc. constitute.Due to said method, exist：First, applicable object has strict requirements, is only applicable to beat in advance
The ground grading on good firm basis, just can ensure that installation is solid and reliable；2nd, expensive, cost of investment is larger；3rd, execute-in-place has
Certain restriction, some also need to mechanical site operation.Thus its range is compressed, it is difficult to popularity.
The summer of 2016, and various places flood wreak havoc, the picture of officers and men's bravery flood fighting together in network brush screen, also virtuous
The model of state's flood fighting emperorship " detachable metal flood control baffle plate ", this flood control baffle plate is nor that at will can just built " can
Mobile " device, but need the concrete foundation that builds well in advance.This equipment of first, German city Cologne use, from
Begin within 1984 detachable flood control board is purchased, 9.5 kilometers along the river of use region has also only been planned to today.Still more, keep off
The flood control capacity of plate is also limited, if flood is too big, it also can be ineffective.No wonder everybody sees much " god again later
Device " leak, the photograph for being covered by flood.Therefore, realistic situation is, detachable anti-flood wall is only in the fraction urban area of Germany
Use, not generally.And its cost is high, about 1,000,000 Euros per kilometer of its cost.
Content of the invention
Have high demands to solve site condition in anti-flood wall build process, complex procedures, investment are big, maintenance cost is high and
The problems such as impact sight, the present invention provide a kind of superposed type, 360 degrees omnidirection snap-in, can fast construction flood control wall technology.
A kind of can fast construction anti-flood wall, it is characterised in that for overlap basic structure component, including casing (1),
Occlusal surfaces (2), lateral connection firmware hole (3), lateral connection firmware (4), longitudinally connected firmware hole (5), longitudinally connected firmware
(6), air ports (7), intake-outlet (8), adhesive tape (9) and handle (10), anti-flood wall is by several basic structures
Component is built by rational overlapping.
The present invention has preferable economy, to operator's no particular/special requirement, after simple training, you can work on duty
Industry.
The present invention have lightweight, install fast, easy to use, safeguard simple, good looking appearance, the spy such as applied widely
Point.
The present invention is in terms of flood control flood control capacity, it is sufficient to resist the impact of flood.Solve gravity type, cantilevered, counterfort
The xoncrete structures such as formula and combined baffle section are narrower, must have concrete bed to be fixed, the scope of application is limited etc.
Problem.
The present invention is constituted and sees accompanying drawing, by casing, occlusal surfaces, lateral connection firmware hole, lateral connection firmware, longitudinally connected solid
Part hole, longitudinally connected firmware, air ports, intake-outlet, adhesive tape are constituted, and anti-flood wall is folded by several identical casings
Conjunction builds.
Description of the drawings
Fig. 1 be can fast construction superposed type Urban Flood retaining Walls elevation, Fig. 2 be can fast construction superposed type city prevent
Big vast wall perspective view.
Specific embodiment
1) a kind of can the superposed type Urban Flood retaining Walls facade of fast construction see that Fig. 1, perspective view are shown in Fig. 2；
2) build flood bank, wide about 1.2 meters of dike face to arrange to plan, after completing levelling of the land, in dike face equably
Spread about 5mm clay or pea gravel concreten；
3) casing (1) is lifted by handle (10), casing (1) is placed on clay or pea gravel concreten, make casing (1)
Long axis direction is perpendicular with embankment, stable casing (1)；Multiple casing (1) can be placed according to the length of embankment, casing (1)
Between be effectively engaged by occlusal surfaces (2), and by lateral connection firmware hole (3), one group of casing (1) (4-5) is carried out
Lateral connection firmware (4) sleeve connection；
4) according to flood bank scaffolding height needs, casing (1) is longitudinally superimposed to desired height, forms rubbing；
5) casing (1) between adjacent superimposed layer should enter line misregistration connection by lateral connection firmware (4)；Longitudinally connected solid
Part (6) is carried out longitudinally fixed by longitudinally connected firmware hole (5) to multi-layer box (1) and embankment dike face；
6) air ports (7) are opened, connects the fast interface of pumping line and intake-outlet (8), rapidly to each case
Body (1) injects river；Water filling order be：From bottom to top, from left to right, incremental；Air ports are screwed after which is filled it up with
(7) gate valve with intake-outlet (8), it is ensured that casing (1) water is not excessive, and with certain weight；
7) " ten " word seam that the side that meets water is formed is superimposed upon to casing (1), is respectively adopted single ply waterproofing horizontal and vertical
Adhesive tape is pasted, it is ensured that " ten " word seam is non-leakage；
8) after flood control flood control engineering terminates, air ports of outwarding winding (7) gate valve, by the water of storage in casing (1) pass through into
Outlet (8) is quickly released, and takes out the lateral connection firmware in lateral connection firmware hole (3) and longitudinally connected firmware hole (5) respectively
(4) and longitudinally connected firmware (6), remove adhesive tape (9) in " ten " word seam, cleaning casing (1) is each occlusal surfaces (2), dry into
Storehouse, stores for future use.
Claims (12)
1. a kind of can fast construction superposed type Urban Flood retaining Walls, it is characterised in that its basic structural elements includes casing
(1), occlusal surfaces (2), lateral connection firmware hole (3), lateral connection firmware (4), longitudinally connected firmware hole (5), longitudinally connected solid
Part (6), air ports (7), intake-outlet (8), adhesive tape (9) and handle (10), superposed type Urban Flood retaining Walls are by some
Individual basic structural elements is built by rational superposition.
2. according to claim 1 a kind of can fast construction superposed type Urban Flood retaining Walls, it is characterised in that the original of casing (1)
Material is that engineering plastics or metal material processing are formed, and physical dimension is preferably (400-600mm) * (400-600mm) * 1000mm
(the claims are by taking 600mm*600mm*1000mm as an example), casing (1) is that rectangular scapus, thickness of often facing the wall and meditating is 5mm.
3. according to claim 1 a kind of can fast construction superposed type Urban Flood retaining Walls, it is characterised in that occlusal surfaces (2) are
Positioned at 50mm*50mm*30mm tapered protrusion or the conical indentation in 600mm*1000mm face, this tapered protrusion and conical indentation are every
Relative two sides is arranged in pairs, so that it is guaranteed that the unification of two neighboring casing contact surface physical dimension and occlusal completely right
Connect, make casing have preferable structural integrity, steadiness and lateral resisting, impact resistance.
4. according to claim 1 a kind of can fast construction superposed type Urban Flood retaining Walls, it is characterised in that lateral connection firmware
Hole (3) is located at 1/2nd of casing (1) the vertical direction 600mm*1000mm face height, 350mm of length and 700mm, horizontal
To insertion, it is the cylindrical hole of 2 diameter 50mm.
5. according to claim 1 a kind of can fast construction superposed type Urban Flood retaining Walls, it is characterised in that lateral connection firmware
(4) length is 600mm integral multiple, the sleeve connection pull bar of a diameter of 35mm, can to carry out effective horizontal stroke to integer casing (1)
To connection.
6. according to claim 1 a kind of can fast construction superposed type Urban Flood retaining Walls, it is characterised in that longitudinally connected firmware
Hole (5) is located at 4 that 15mm, 45mm of casing (1) horizontal direction 600mm*1000mm face width is intersected with length 25mm, 75mm
The cylindrical hole of diameter 50mm, and 30mm, the recessed 30mm in bottom surface is protruded in casing (1) top surface, so that casing (1) is had when being superimposed good
Good globality and longitudinal stability；During adjacent layer box body (1) superposition, rubbing should be formed.
7. according to claim 1 a kind of can fast construction superposed type Urban Flood retaining Walls, it is characterised in that longitudinally connected firmware
(6) it is the inserting connection piece of 600mm integral multiple, integer casing (1) can be carried out effectively longitudinally connected；If any must
Will, foundation can be inserted directly into.
8. according to claim 1 a kind of can fast construction superposed type Urban Flood retaining Walls, it is characterised in that air ports
(7) it is diameter 50mm-100mm pipe positioned at casing (1) away from flood side 600mm*600mm face top, equipped with gate valve.
9. according to claim 1 a kind of can fast construction superposed type Urban Flood retaining Walls, it is characterised in that intake-outlet (8)
It is the diameter 50mm-100mm pipe positioned at casing (1) away from flood side 600mm*600mm face bottom, equipped with gate valve, configuration is fast
Fast Inlet and outlet water interface.
10. according to claim 1 a kind of can fast construction superposed type Urban Flood retaining Walls, it is characterised in that adhesive tape (9)
For single layer cloth glue, with good viscosity and water proofing property.
11. according to claim 1 a kind of can fast construction superposed type Urban Flood retaining Walls, it is characterised in that handle (10) position
In the top surface centroid position of casing (1), built-in setting.
12. according to claim 1 a kind of can fast construction superposed type Urban Flood retaining Walls, the method that builds, it is characterised in that
Building flood bank, wide about 1.2 meters of dike face to arrange to plan, after completing levelling of the land, about 5mm is equably spread in dike face and glue
Soil or pea gravel concreten；Casing (1) is lifted by handle (10), casing (1) is placed on clay or pea gravel concreten, makes casing
(1) long axis direction is perpendicular with embankment, can place multiple casing (1) according to the length of embankment, and casing passes through between (1)
Occlusal surfaces (2) are effectively engaged, and by lateral connection firmware hole (3), one group of casing (1) (4-5) are laterally connected
Connect firmware (4) connection；According to flood bank scaffolding height needs, casing (1) is longitudinally superimposed to desired height, forms raft and connect；Phase
Casing (1) between adjacent superimposed layer should enter line misregistration connection by lateral connection firmware (4)；Longitudinally connected firmware (6) are by vertical
To connection firmware hole (5), multi-layer box (1) and embankment dike face are carried out longitudinally fixed；Air ports (7) are opened, connects water
Water pump outlet pipe and the fast interface of intake-outlet (8), inject river to each casing (1) rapidly；Water filling order be：From bottom to top,
From left to right, incremental；The gate valve of air ports (7) and intake-outlet (8) is screwed after which is filled it up with, it is ensured that casing (1)
Water is not excessive, and with certain weight；" ten " word seam that the side that meets water is formed is superimposed upon to casing (1), horizontal and vertical
It is respectively adopted single ply waterproofing adhesive tape to be pasted, it is ensured that " ten " word seam is non-leakage；After flood control engineering terminates, air ports of outwarding winding
(7) gate valve, the water that preserves in casing (1) is quickly released by intake-outlet (8), is taken out lateral connection firmware hole (3) and is indulged
To lateral connection firmware (4) and the longitudinally connected firmware (6) of connection firmware hole (5), adhesive tape (9) in " ten " word seam is removed,
Cleaning casing (1) is each occlusal surfaces (2), dries warehouse-in, stores for future use.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610836742.7A CN106436638A (en) | 2016-10-31 | 2016-10-31 | Superposition type city anti-flood wall capable of being built fast and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610836742.7A CN106436638A (en) | 2016-10-31 | 2016-10-31 | Superposition type city anti-flood wall capable of being built fast and method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106436638A true CN106436638A (en) | 2017-02-22 |
Family
ID=58166583
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610836742.7A Pending CN106436638A (en) | 2016-10-31 | 2016-10-31 | Superposition type city anti-flood wall capable of being built fast and method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106436638A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109881625A (en) * | 2019-03-25 | 2019-06-14 | 长江水利委员会长江科学院 | A kind of self-stability flood control structures and its fast construction method |
| CN113235519A (en) * | 2021-06-07 | 2021-08-10 | 中印恒盛(北京)贸易有限公司 | Method for rapidly coping through type breach of dam |
| CN113403998A (en) * | 2021-06-29 | 2021-09-17 | 中印恒盛(北京)贸易有限公司 | Method for quickly repairing flood control dam |
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| CN2928945Y (en) * | 2006-08-11 | 2007-08-01 | 林熹 | Anti-flood wall block |
| US20100150667A1 (en) * | 2005-06-27 | 2010-06-17 | Simon Thomas Phelps | Self-Filling Modular Barrier |
| CN101761051A (en) * | 2009-12-23 | 2010-06-30 | 春晓 | Assembled water pocket dam body |
| US20120315093A1 (en) * | 2008-11-24 | 2012-12-13 | Jaren Taylor | Water management barriers, systems, and methods of using the same |
| CN204023492U (en) * | 2014-06-12 | 2014-12-17 | 王晓进 | A kind of assembly type waterwall |
| CN204738271U (en) * | 2015-06-29 | 2015-11-04 | 刘凤鸣 | Water injection formula anti -flood wall |
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2016
- 2016-10-31 CN CN201610836742.7A patent/CN106436638A/en active Pending
Patent Citations (6)
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|---|---|---|---|---|
| US20100150667A1 (en) * | 2005-06-27 | 2010-06-17 | Simon Thomas Phelps | Self-Filling Modular Barrier |
| CN2928945Y (en) * | 2006-08-11 | 2007-08-01 | 林熹 | Anti-flood wall block |
| US20120315093A1 (en) * | 2008-11-24 | 2012-12-13 | Jaren Taylor | Water management barriers, systems, and methods of using the same |
| CN101761051A (en) * | 2009-12-23 | 2010-06-30 | 春晓 | Assembled water pocket dam body |
| CN204023492U (en) * | 2014-06-12 | 2014-12-17 | 王晓进 | A kind of assembly type waterwall |
| CN204738271U (en) * | 2015-06-29 | 2015-11-04 | 刘凤鸣 | Water injection formula anti -flood wall |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109881625A (en) * | 2019-03-25 | 2019-06-14 | 长江水利委员会长江科学院 | A kind of self-stability flood control structures and its fast construction method |
| CN113235519A (en) * | 2021-06-07 | 2021-08-10 | 中印恒盛(北京)贸易有限公司 | Method for rapidly coping through type breach of dam |
| CN113403998A (en) * | 2021-06-29 | 2021-09-17 | 中印恒盛(北京)贸易有限公司 | Method for quickly repairing flood control dam |
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