CN203334243U - Movable tubular dam system capable of being used repeatedly - Google Patents
Movable tubular dam system capable of being used repeatedly Download PDFInfo
- Publication number
- CN203334243U CN203334243U CN2013200447533U CN201320044753U CN203334243U CN 203334243 U CN203334243 U CN 203334243U CN 2013200447533 U CN2013200447533 U CN 2013200447533U CN 201320044753 U CN201320044753 U CN 201320044753U CN 203334243 U CN203334243 U CN 203334243U
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- unit
- dykes
- dam
- dams
- tubulose
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- 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
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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Abstract
The utility model discloses a movable tubular dam system capable of being used repeatedly. The system comprises a dam unit and corner units. The dam unit comprises a hose-shaped tube with two sealed sides, the section of the tube is of a trapezoid or right-angle trapezoid or triangle or rectangular shape after fluids are injected into the tube, the outer surface of the tube is provided with a reinforcing material and provided with reinforcing ribs, a top opening capable of being sealed and a bottom opening capable of being sealed, and the two side edges of the dam unit are respectively and fixedly provided with a connecting band used for connecting single waterproof dam units in the length direction. The dam system is simple in structure, and suitable for prevention of flood and other natural disasters, environment protection, building of temporary ponds or pools or reservoirs and other purposes. Compared with a traditional dam system constructed with sandbags or soil or concrete, the movable tubular dam system has the advantages that building time is short, any lifting machine is needless, transportation load is little, materials used for dam construction can be used repeatedly, and service life can be as long as 10 years.
Description
Technical field
The utility model relates to the protection field of nature and environmental hazard, such as flood control with as prevented the environmental protection of harmful liquid outflow, is specifically related to a kind of removable, reusable formula tubulose dykes and dams system.
Background technology
There is following shortcoming in traditional flood control systems such as the interim dykes and dams of erecting with sandbag or earth embankment: a) the construction time is longer; B) need the materials such as transportation sand or soil, and freight volume equates with volume or the quality of built dykes and dams; C) dykes and dams and the material of building a dam can only be used once.
Summary of the invention
For overcoming traditional flood control system shortcoming, the invention provides a kind of simple in structure, removable, reusable formula tubulose dykes and dams system of can be used for different purposes.
The present invention realizes by following technology:
A kind of removable, reusable formula tubulose dykes and dams system, it is characterized in that: comprise embankment unit, corner unit, described embankment unit comprises the body consisted of plastic pipe or rubber tube, outward appearance is hose-like, the both sides sealing, after filling with fluid or free-pouring inserts in pipe, that its cross section is is trapezoidal, right-angled trapezium, triangle or rectangle, and can be manufactured according to height and the length of user's appointment.
The tubulose dykes and dams have typing, stable object cross section, reinforcing material is welded on the external surface of plastic foil, described reinforcing material comprises sack, and is equipped with the reinforcing rib that bamboo or other natural materials, fibre reinforced plastics (FRP) or metal or other suitable material are made; If the height of tubulose embankment unit is greater than 80 centimetres, the section inside of typing also is furnished with inner reinforcement, and described inner reinforcement comprises fixing suspender belt, and the distance between outside and inner reinforcement depends on the height of embankment unit.
The top in dykes and dams cross section is furnished with salable top mouthful, for being filled with fluid or free-pouring inserts; The base in dykes and dams cross section is furnished with mouth of the salable end, for the inserts of draining.
Embankment unit is furnished with connecting band, described connecting band is tubulose socket and/or special hook ring type pull stap or other forced cingulum or buckles the muscle system, they are fixed on two sides of embankment unit, for connecting single water proof type embankment unit in the longitudinal direction, in order to reach user-defined any dykes and dams length.
For two trapezoidal tubulose embankment unit, if the bottom width of one of them embankment unit equals the top width of another embankment unit, these two unit can have been piled up, one on the other, with the overall height that progressively increases dam configuration and/or make to build higher dam configuration.
Described corner unit is applicable to connect according to user-defined any angle the single tubulose embankment unit of different trends, it comprises the corner board that two plastic plates or wood, metal material are made, these two corner boards are connected with articulated joint, be covered with the waterproof film that plastic sheet or plastic foil are made outside this corner unit, install connecting band on the external surface of corner board, so that can connecting corner unit and embankment unit.
Content of the present invention is the packaging tubulose dykes and dams of a kind of removable, reusable formula systems, and its use is very simple, is applicable to different purposes, such as natural calamity protection, environmental protection such as flood controls or construct interim pool, pond or reservoir and other purposes.Preferably with the fibre reinforced plastics film, manufacture packaged type tubulose dykes and dams; After the plastic foil dykes and dams transport operation field to, in film, fill with water, make its cross section be trapezoidal or triangle or rectangle or right-angled trapezium; After finishing using, the water in dykes and dams is bled off, then transport embankment unit back warehouse.With the conventional dam system that sandbag or soil or concrete are constructed, compare, this system can continuously be used and reach 10 years.Due to the weight of water and the pliability of plastic foil, between dykes and dams and underground structure, waterproof between dykes and dams and adjacent building or other embankment unit.
Compared with prior art, dykes and dams system of the present invention has the following advantages: a) the construction time very short, without any machinery that hoists; B) freight volume is very little; C) material of building a dam is repeatedly reusable, and the life-span reaches 10 years.
The accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is further described.
Accompanying drawing 5 is connection diagrams of two embankment unit of the present utility model and a corner unit,
Accompanying drawing 6 is structural representations of corner unit of the present utility model.
In figure, 1 blank pipe body, 2 salable tops mouthful, 3 mouths of the salable end, 4 reinforcing ribs, 5 connecting bands, 6 inner reinforcements, 7 corner boards, 8 articulated joints, 9 waterproof films, 10 polybags, 11 corner unit, 12 embankment unit.
The specific embodiment
Below in conjunction with accompanying drawing and the specific embodiment, the utility model is described further.This embodiment is that a kind of removable, reusable formula tubulose dykes and dams system is comprised of 2 major parts:
1) embankment unit (Fig. 1-4) and
2) corner unit (Fig. 5+6)
1, embankment unit
Single embankment unit is a pliable and tough tubulose dam configuration, and the plastic pipe that it is airtight by both sides or rubber tube blank pipe body 1 form, and by the inside reinforcement 6 that is fixed on the reinforcing rib 4 on blank pipe body 1 external surface and be fixed on the plastic pipe inner surface, is reinforced.Fill with water or the fluid such as husky or free-pouring material in pipe after, the cross section of plastic pipe will be: trapezoidal (Fig. 1); Triangle (Fig. 2); Rectangle (Fig. 3) or right-angled trapezium (Fig. 4).According to concrete application scenario, can make the tubulose dykes and dams of various sizes (length, highly).Optimal cross section is shaped as trapezoidal (Fig. 1), because this cross section has best static stability and water resistance.
A) by means such as welding, polybag or rubber bag are fixed on the external surface of dykes and dams pipe, and are equipped with the reinforcing rib 4 that fibre reinforced plastics, plastics, metal, bamboo or other material are made.While in the dykes and dams pipe unit, filling with water or other fluid, that the cross section of dykes and dams pipe will be will be trapezoidal, triangle, rectangle or right-angled trapezium, and this depends on the reinforcement deployment scenarios be fixed on external surface.The suspender belt of being made by flexiplast serves as inner reinforcement 6, and arranged crosswise is on the inner surface of dykes and dams pipe, to stablize the object section shape of dykes and dams pipe.Quantity and spacing outside and inner reinforcement depends on the height of embankment unit.
B) fill with water in the tubulose dykes and dams after, due to the pliability of plastic foil and the weight of tube fluid, between the bottom plastic film of tubulose dykes and dams and the underground structures such as soil or concrete, possess waterproof effect, so water or other fluid can't see through dykes and dams.
C) if not exclusively fill with things such as injecting water and air in the tubulose dykes and dams, also can be installed in (river, pond, lake or ocean) on the water surface to the tubulose dykes and dams, form floating unit.In the case, can regulate according to the ratio of water and air the immersion depth of dykes and dams.
D) can from the materials such as polyethylene, polyvinyl chloride, polypropylene or rubber, choose and make single tubulose embankment unit blank pipe body 1 plastic foil or material used.Plastic foil must can waterproof, the fibrous material that preferably uses fibre reinforced plastics or rubber membrane or form with plastics or rubber pressing, for example canvas or tarpaulin canvas.Process these films with welding or gummed mode.
E) salable mouthful (referring to Fig. 1-4, salable top mouth 2 and mouth of the salable end 3) are installed on single tubulose embankment unit, in order to fill material can be injected to dykes and dams and after finishing, material drained.
F) conventional dam or the dam with sandbag, constructed are compared, and the advantage of tubulose dam configuration is, can use at any time and any place the tubulose dykes and dams, and if the words of keeping can be reused the several years continuously.While depositing, the tubulose dykes and dams are blank pipe/flexible pipes, are transported to after operation field its expansion, locate and fill with inserts.After being finished, the inserts in dykes and dams is drained, then warehouse is rolled and transported back to empty embankment unit.Preferably alleviate the weight of single embankment unit, such one or two people be the free-hand installation dykes and dams system of energy just, without any machinery that hoists.But, the length of all right proper extension embankment unit, and move and carry dykes and dams by any small-sized machinery that hoists.
G) can use the tubulose socket based on hook ring type pull stap or other forced cingulum or button muscle system and/or the connecting band 5 that special installation forms, in the longitudinal direction single tubulose embankment unit is connected.
H) be trapezoidal tubulose embankment unit for two cross sections, if the top width of the bottom width of one of them embankment unit and another embankment unit is equal, two unit can be piled up, one on the other.By this assembly method, can progressively increase the height of tubulose dam configuration.
2, corner unit
In Fig. 5, use the corner unit 11 with special construction, the single tubulose embankment unit 12 of difference trend can be linked up, turning is set as to user-defined any angle.So just can on any surface (as soil or concrete etc.), construct a uncovered pool or pond.
In Fig. 6, corner unit 11 comprises the corner board 7 of being made as metal or wood etc. by plastic plate or alternative material.Corner board 7 is connected by articulated joint 8, like this can the user-defined any angle of furnishing.The outside of articulated joint 8 and corner board 7 covers with waterproof film 9.Adjust length and the height of plastic plate, make it to match with size and the geometry of corner unit connected embankment unit.The edge of corner unit is furnished with hook ring type pull stap or other the forced cingulum of describing in Fig. 1-4 or detains the connecting band 5 that the muscle system forms, in order to connecting corner unit 11 and embankment unit 12.For making corner unit stable, can match a polybag 10 in the inside clearance spaces of corner unit 11, can fill with water or sand in this polybag 10.
I) as an alternative, corner unit 11 can be made by plastic sheet (film).These structures are identical with the manufacture method of embankment unit.
J) extra exterior protection that can be using plastic sheet or plastic plate as dykes and dams, prevent that dykes and dams from damaging.
Purposes of the present utility model:
1, construct the interim dykes and dams of removable, reusable formula, dam or barrier, for the flood control of building, road etc., or increase the height on permanent flood wall/dam temporarily.
2, construct the interim barrier of removable, reusable formula, when chemical industry or mining industry or smelting industry generation disaster, prevent sewage or the intrusion of other fluid.
3, construct the interim reservoir of removable, reusable formula and uncovered pond, for example, to carry out the operation such as interim water treatment (when natural calamity occurs).Pond can be equipped with the materials such as the facilities such as inflation system and vector, be used for carrying out biological water treatment or be filled with adsorption particle in clear water, with absorb the hazardous substances such as heavy metal, arsenic and use that any other is biological, physics and chemistry or mechanicalness water technology.
4, construct the interim pond of removable, reusable formula, for stocked carp, seafood or algae.
5, construct the interim bath pond/swimming pool of removable, reusable formula.
6, construct removable, reusable formula temporary floating body, to set up temporary bridge on river.
7, construct removable, reusable type temporary floating barrier, for occasions such as oil accidents, or be used for constructing floating reservoir or described similar applications.
8, construct the interim ground of removable, reusable formula, for example, for fixing larger tent structure, Aerated tent.
9, constructing light building and equipment removable, reusable formula temporary fastener used, when strong storm or hurricane are attacked at water-filling or fill on husky dykes and dams with the fastening building of belt or equipment.
10,, in harsh climate country, dykes and dams have special purposes.If the tubulose dykes and dams are full of water in the environment lower than freezing temperature, can dykes and dams be used for preventing snowslide temporarily.
Claims (3)
1. removable, a reusable formula tubulose dykes and dams system, it is characterized in that: comprise embankment unit (12), corner unit (11), described embankment unit (12) comprises the body (1) consisted of plastic pipe or rubber tube, its both sides sealing, outward appearance are hose-like, after filling with fluid or free-pouring inserts in pipe, that its cross section is is trapezoidal, right-angled trapezium, triangle or rectangle;
The external surface of described body (1) is provided with reinforcing material, and described reinforcing material comprises sack, and is provided with the reinforcing rib (4) with bamboo or fibre reinforced plastics (FRP) or metal one-tenth; The top in dykes and dams cross section is furnished with salable top mouthful (2), for being filled with fluid or free-pouring inserts; The base in dykes and dams cross section is furnished with mouth of the salable end (3), for the inserts of draining;
Be fixed with connecting band (5) on two sides of described embankment unit (12), for connecting in the longitudinal direction single water proof type embankment unit; Described connecting band (5) is tubulose socket and/or hook ring type pull stap or forced cingulum or buckles the muscle system;
For two trapezoidal tubulose embankment unit (12), when the bottom width of one of them embankment unit (12) equals the top width of another embankment unit (12), these two unit can have been piled up, one on the other, with the overall height that progressively increases dam configuration and/or make to build higher dam configuration.
2. according to claim 1 removable, reusable formula tubulose dykes and dams system, it is characterized in that: described corner unit (11) is for connecting the single tubulose embankment unit (12) of different trends according to user-defined any angle, it comprises two plastic plates or wood, the corner board that metal material is made (7), these two corner boards (11) are connected with articulated joint (8), be covered with the waterproof film (9) that plastic sheet or plastic foil are made outside this corner unit (11), install connecting band (5) on the external surface of corner board (7), so that can connecting corner unit (11) and embankment unit (12).
3. removable, reusable formula tubulose dykes and dams system according to claim 1, it is characterized in that: when the height of tubulose embankment unit is greater than 80 centimetres, the section inside of typing also is furnished with inner reinforcement (5), described inner reinforcement (5) comprises fixing suspender belt, and the distance between outside and inner reinforcement depends on the height of embankment unit.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TH1203000279 | 2012-03-19 | ||
| TH1203000279U TH1203000279A (en) | 2012-03-19 | The patent has not yet been announced. |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203334243U true CN203334243U (en) | 2013-12-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013200447533U Expired - Fee Related CN203334243U (en) | 2012-03-19 | 2013-01-28 | Movable tubular dam system capable of being used repeatedly |
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| Country | Link |
|---|---|
| CN (1) | CN203334243U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2555452C1 (en) * | 2014-05-05 | 2015-07-10 | Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Ярославский государственный технический университет" (ФГБОУВПО "ЯГТУ") | Hydraulic protecting structure |
| CN105648979A (en) * | 2016-01-07 | 2016-06-08 | 李祖德 | Slope protection embankment suitable for urgent water bay |
| RU2626627C1 (en) * | 2016-06-28 | 2017-07-31 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Ярославский государственный технический университет" (ФГБОУВО "ЯГТУ") | Prefabricated protective and regulatory structure |
| CN110557993A (en) * | 2019-09-02 | 2019-12-13 | 黑龙江八一农垦大学 | Novel prefabricated steel rectangular pieces of land in a field ridge in standardized farmland |
-
2013
- 2013-01-28 CN CN2013200447533U patent/CN203334243U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2555452C1 (en) * | 2014-05-05 | 2015-07-10 | Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Ярославский государственный технический университет" (ФГБОУВПО "ЯГТУ") | Hydraulic protecting structure |
| CN105648979A (en) * | 2016-01-07 | 2016-06-08 | 李祖德 | Slope protection embankment suitable for urgent water bay |
| RU2626627C1 (en) * | 2016-06-28 | 2017-07-31 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Ярославский государственный технический университет" (ФГБОУВО "ЯГТУ") | Prefabricated protective and regulatory structure |
| CN110557993A (en) * | 2019-09-02 | 2019-12-13 | 黑龙江八一农垦大学 | Novel prefabricated steel rectangular pieces of land in a field ridge in standardized farmland |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131211 Termination date: 20140128 |