DK178305B1 - Mobile water dam system - Google Patents

Mobile water dam system Download PDF

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Publication number
DK178305B1
DK178305B1 DK201400622A DKPA201400622A DK178305B1 DK 178305 B1 DK178305 B1 DK 178305B1 DK 201400622 A DK201400622 A DK 201400622A DK PA201400622 A DKPA201400622 A DK PA201400622A DK 178305 B1 DK178305 B1 DK 178305B1
Authority
DK
Denmark
Prior art keywords
flexible
tubes
pipes
hoses
flexible hoses
Prior art date
Application number
DK201400622A
Other languages
Danish (da)
Inventor
June Månsson Padtoft
Original Assignee
June Månsson Padtoft
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by June Månsson Padtoft filed Critical June Månsson Padtoft
Priority to DK201400622A priority Critical patent/DK178305B1/en
Application granted granted Critical
Publication of DK178305B1 publication Critical patent/DK178305B1/en

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  • Rigid Pipes And Flexible Pipes (AREA)

Abstract

Mobile water dam system installed at risk of flooding. The system consists of three flexible hoses / tubes enclosed by an outer flexible hose / tube (Figure 1). The two lower flexible hoses / pipes are composed in the longitudinal direction by gluing, welding or the like (Figure 2). The two lower and three upper flexible hoses / pipes are connected to each other by flanges / (Figure 3). Through a filler neck distributed filling liquid for all three flexible hoses / tubes using embedded distribution pipes / hoses (Figure 6). All three flexible hoses / pipes terminated separately at each end by gluing, welding or the like sealant (Figure 4). The valve for the filling of the fill liquid is disposed in the lower flexible tubing / piping and the valve in the upper flexible hose / pipe to the vent which acts as a pressure relief valve (Figure 5). Water dam sections can be several sections long dam water, and which would only ne-extended with additional water dam sections by example. zip, Velcro tape or the like.

Description

Mobile vanddæmnings system
The present invention is directed to provide a mobile vanddæmnings system which in addition to being easily managed, taking into account the necessary safety with respect to a flood disaster, while ensuring a secure retention of the flooding water of 82% by vanddæmningens height.
Vandæmningen created by the three mechanical flexible hoses or tubes which are mechanically linked with spouts or flanges and which is enclosed by a fourth pipe or hose. Vandæmnings system is constructed with two flexible hoses or pipes in the bottom of the third flexible tube or tubes on the lower flexible hoses or pipes. These three flexible hoses or tubes are surrounded by the fourth flexible hoses or pipes. All the hoses or tubes are each closed at the ends by means of gluing, welding, or other type of seal.
From a German patent publication WO 01/29327 Al is known a vanddæmnings system which is also constructed with two flexible hoses or pipes at the bottom and a third flexible tube or tube coupled on top of the lower flexible hoses or pipes. These hoses or tubes are closed at the ends by gluing, welding or the like. In addition, it is known from a US patent publication US 2004/0146359 Al which vanddæmnings system with three single flexible hoses or pipes, comprising an outer flexible hose or pipe which encircles the three inner flexible tubes or hoses. The issue in these mentioned two patent letters is that there is a risk of filling the liquid is not distributed evenly and water dam system will be uncontrollable by interpretation.
This invention provides a vanddæmnings system on three mechanically bonded flexible hoses or pipes no risk to the upper third flexible hose or tube rolls / overturned by the uneven surfaces or by any. wave action.
All pipes or flexible hoses are mutually assembled by flanges / so that all three pipes or flexible hoses filled from a filler neck. From the filling connection piece is done in a controlled distribution of the filling liquid of the lower pipes or flexible hoses by means of inlaid distribution pipes or flexible hoses so that there will always get the same amount of liquid in each of the bottom pipes or flexible hoses.
The flexible hoses or pipes have flanges / secured between the lower pipes or flexible hoses, just as the lower pipe or flexible tubing is assembled with flanges / to the top tube or flexible hose so as to refill the filling liquid at once in all three units. In the top tube or flexible hoses are fitted with flanges / acting either manual or automatic relief valves for all three pipes or flexible hoses.
Similarly, the two lower pipe or flexible tubing composed such that the top tube or flexible hose will always be retained on the underlying pipes or flexible hoses.
All three tubes or flexible hoses are encased in an outer tube or flexible hose so that it appears as a unit.
Since all three pipes or flexible tubing is ganged there may be a liquid filling from a filler neck with a very high capacity, causing a hydraulic pressure so that the water dam system can not lift or make a skidding by laying.
On top tube or flexible hose is fitted with a vent s valve that acts as overpressure valves so that when the liquid comes out, vanddæmnings system filled. Vanddæmnings sections may be composed of infinite water dam sections as the outer tube or the flexible tubing can be assembled by means of, for example. zippers, velcro, or similar, with separate filling spouts and relief valves on each section.
Figure 1 Water Barrier System formed by three mechanically bonded flexible hoses or pipes enclosed by an outer pipe or flexible hoses.
Figure 2 Water dam system two lower pipes or flexible hoses made up in the longitudinal direction
Figure 3 Hose or pipe connections
Figure 4 Hose or pipe endings
Figure 5 Filling / pressure relief devices
Figure 6 Distribution pipes or hoses
The invention is further explained by reference to the drawings, in which water dam system is designed for mobile use in acute flooding or the like.
Water barrier system made up of three flexible hoses or tubes for filling the fluid, surrounded by an outer flexible hose or pipe (Figure 1).
The two lower flexible hoses or tubes are composed in the longitudinal direction by gluing or welding by any other process context (Figure 2).
The two lower and three upper flexible hoses or tubes are connected to each other by means of flanges / (Figure 3).
All three flexible tubes or separate tubes terminated at each end by gluing, welding, or other type of seal (Figure 4).
Water barrier system is characterized in that the valve for filling with filling liquid is disposed in the lower flexible tubing or piping and valves in the upper flexible hose or pipe for venting that can catchers which pressure relief valve (Figure 5).
All flexible hoses or pipes are mutually assembled by flanges /, so that all three flexible hoses or pipes filled from a filler neck. From the filler neck distributed filling the liquid of the lower flexible hoses or tubes by means of inlaid distribution pipes or hoses, so that there will always get the same amount filling liquid in the lower flexible hoses or pipes, and finally filling the upper flexible hose or pipe (Figure 6 ).

Claims (3)

1. The water dam system constructed with two flexible hoses or tubes which form a bottom (figure 2), which are interconnected in the longitudinal direction, with a third flexible tube or tubes, mounted on top of the lower flexible hoses or tubes, wherein each tube or tubes is closed in ends by gluing, welding or the like for sealing (Figure 4), and wherein vanddæmnings system has a filling connection piece, characterized in that the three combinations of flexible hoses or tubes is further surrounded by an outer flexible tube or pipe (Figure 1) and where the three -lined flexible hoses or tubes interconnected by flanges / (Figure 3), so that all three flexible tubes or pipes using filled from the filling with a filling liquid which breaks down to the lower tubes or pipes by means of inlaid distribution pipes or hoses ( figure 6) such that there is a controlled distribution of the filling liquid in the lower tubing or piping, and then automatically to rise to the top hose or pipe.
2. The water dam system of claim 1 characterized in that the filler neck is disposed in a bottom of the flexible hoses or tubes in the upper and the flexible hose or pipe is arranged for venting valves also functions as a pressure relief valve (Figure 5).
3. The water dam, characterized by being composed of several water dam systems according to claim 2, which are joined end to end by means of a zipper, Velcro tape or the like.
DK201400622A 2014-10-28 2014-10-28 Mobile water dam system DK178305B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DK201400622A DK178305B1 (en) 2014-10-28 2014-10-28 Mobile water dam system

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DK201400622 2014-10-28
DK201400622A DK178305B1 (en) 2014-10-28 2014-10-28 Mobile water dam system

Publications (1)

Publication Number Publication Date
DK178305B1 true DK178305B1 (en) 2015-11-23

Family

ID=54545565

Family Applications (1)

Application Number Title Priority Date Filing Date
DK201400622A DK178305B1 (en) 2014-10-28 2014-10-28 Mobile water dam system

Country Status (1)

Country Link
DK (1) DK178305B1 (en)

Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5125767A (en) * 1987-03-09 1992-06-30 David Dooleage Method and apparatus for constructing hydraulic dams and the like
SE503551C2 (en) * 1995-03-03 1996-07-01 Sigurd Melin Liquid-damping protection wall and method and damper device for the construction of such protection wall
DE19518718A1 (en) * 1995-05-24 1996-11-28 Kumpf Erich Erection of earth wall for high water protection
US5785455A (en) * 1996-09-12 1998-07-28 Engineered Fabrics Corporation Shore seal tidal barrier containment boom
US5971661A (en) * 1997-07-30 1999-10-26 Johnson; Harold Wayne Water containment device and levee for impeding a flow of water
CA2265010A1 (en) * 1999-03-19 2000-09-19 Richard A. Adler Liquid inflatable barrier system
WO2001029327A1 (en) * 1999-10-18 2001-04-26 Bruno Sager Dam element, method for using said dam element and dam device and protection element
DE19955155A1 (en) * 1999-11-17 2001-07-12 Augthun Joachim Erection of an auxiliary dam in flood conditions uses a number of bodies with tubular hollow chambers to be assembled together with sealing end walls to be filled with water/mud/sludge from the surrounding flooding
WO2004035936A1 (en) * 2002-10-15 2004-04-29 Walter Wagenhuber Modular structural part of a secondary dike, rolling device for a coiled structural part of a dike, and method for unwinding said coiled structural part of a dike
US20040146359A1 (en) * 2003-01-23 2004-07-29 David Doolaege Water containment structure
DE102004010092A1 (en) * 2004-02-27 2005-09-15 Patento-Holding S.A. Construction method for mobile flood protection dam has internal pneumatic and/or hydraulic reinforcements of plastic/elastomer hoses with liquid or solid contents
EP1892335A2 (en) * 2006-08-18 2008-02-27 Juta a.s. Flood barrier
DK200700261U3 (en) * 2007-10-12 2009-02-13 Fairflex Internat Ab Water blockage of joined flexible pipes or hoses
GB2452396A (en) * 2007-08-28 2009-03-04 William Whitehead Water filled apparatus for use as a flood barrier or vehicle ballast
US20130108372A1 (en) * 2011-10-31 2013-05-02 Gary E. Abeles Portable water-inflatable barrier

Patent Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5125767A (en) * 1987-03-09 1992-06-30 David Dooleage Method and apparatus for constructing hydraulic dams and the like
SE503551C2 (en) * 1995-03-03 1996-07-01 Sigurd Melin Liquid-damping protection wall and method and damper device for the construction of such protection wall
DE19518718A1 (en) * 1995-05-24 1996-11-28 Kumpf Erich Erection of earth wall for high water protection
US5785455A (en) * 1996-09-12 1998-07-28 Engineered Fabrics Corporation Shore seal tidal barrier containment boom
US5971661A (en) * 1997-07-30 1999-10-26 Johnson; Harold Wayne Water containment device and levee for impeding a flow of water
CA2265010A1 (en) * 1999-03-19 2000-09-19 Richard A. Adler Liquid inflatable barrier system
WO2001029327A1 (en) * 1999-10-18 2001-04-26 Bruno Sager Dam element, method for using said dam element and dam device and protection element
DE19955155A1 (en) * 1999-11-17 2001-07-12 Augthun Joachim Erection of an auxiliary dam in flood conditions uses a number of bodies with tubular hollow chambers to be assembled together with sealing end walls to be filled with water/mud/sludge from the surrounding flooding
WO2004035936A1 (en) * 2002-10-15 2004-04-29 Walter Wagenhuber Modular structural part of a secondary dike, rolling device for a coiled structural part of a dike, and method for unwinding said coiled structural part of a dike
US20040146359A1 (en) * 2003-01-23 2004-07-29 David Doolaege Water containment structure
DE102004010092A1 (en) * 2004-02-27 2005-09-15 Patento-Holding S.A. Construction method for mobile flood protection dam has internal pneumatic and/or hydraulic reinforcements of plastic/elastomer hoses with liquid or solid contents
EP1892335A2 (en) * 2006-08-18 2008-02-27 Juta a.s. Flood barrier
GB2452396A (en) * 2007-08-28 2009-03-04 William Whitehead Water filled apparatus for use as a flood barrier or vehicle ballast
DK200700261U3 (en) * 2007-10-12 2009-02-13 Fairflex Internat Ab Water blockage of joined flexible pipes or hoses
US20130108372A1 (en) * 2011-10-31 2013-05-02 Gary E. Abeles Portable water-inflatable barrier

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Effective date: 20211028