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GB2037350A - Flood Barrier - Google Patents

Flood Barrier Download PDF

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Publication number
GB2037350A
GB2037350A GB7847947A GB7847947A GB2037350A GB 2037350 A GB2037350 A GB 2037350A GB 7847947 A GB7847947 A GB 7847947A GB 7847947 A GB7847947 A GB 7847947A GB 2037350 A GB2037350 A GB 2037350A
Authority
GB
United Kingdom
Prior art keywords
barrier
floor
uprights
assembly
allow
Prior art date
Legal status (The legal status 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 status listed.)
Granted
Application number
GB7847947A
Other versions
GB2037350B (en
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Leigh Flexible Structures Ltd
Original Assignee
Leigh Flexible Structures Ltd
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 Leigh Flexible Structures Ltd filed Critical Leigh Flexible Structures Ltd
Priority to GB7847947A priority Critical patent/GB2037350B/en
Publication of GB2037350A publication Critical patent/GB2037350A/en
Application granted granted Critical
Publication of GB2037350B publication Critical patent/GB2037350B/en
Expired legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/005Deformable barrages or barrages consisting of permanently deformable elements, e.g. inflatable, with flexible walls

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Special Wing (AREA)

Abstract

A flood barrier comprises a flexible membrane 5, supported by uprights 6, the end and base terminating in a beading 7 of polypropylene rope. The side parts of the barrier are located in vertical channel 3 in the side walls and the base in a horizontally extending channel 4 in the floor. In normal conditions the barrier is stowed in the recesses and erected in the event of a flood warning. <IMAGE>

Description

SPECIFICATION Flood Barrier The present invention relates to a barrier assembly for restraining the ingress of water to an enclosed space defined by a floor and side walls.
For example a barrier in accordance with the invention would be used to prevent the flooding of an underground car park.
A barrier assembly in accordance with the present invention comprises a flexible barrier dimensioned to extend between opposed side walls of the space, means for anchoring the end walls of the barrier to the side walls, means for anchoring the base of the barrier to the floor and rigid uprights locatable in the floor and engageable with the barrier to support the latter in an upright position. There is sufficient material in the barrier to allow it to form generally semicircular bulges between the uprights. There is thus sufficient fullness to allow the assembly, when the uprights have been removed from the floor, to be stowed in an out-of-the way position.
In an embodiment of the invention each end of the flexible barrier is secured in a vertically extending recess in the respective side wall and the base of the barrier in a channel in the floor linking the recesses. Each upright locates in a socket in the floor and when the barrier is not required the uprights are removed from the sockets and laid in the channel together with the barrier. Cover plates can then mask the channel and the recess.
The barrier material should be pleated and joined to a shorter piece of material containing a rope, which rope is clamped into the wall of the recess. The extra material allowing the semicircular bulges to form also gives sufficient slack in the material to allow it to be stowed in the recess in the walls and floor without unfastening it from the attachments in the recesses in the walls. Where the opening to be closed is narrow and deep, semi-circular bulges might not provide sufficient excess material and the material would have to be tailored to allow even larger bulges between the uprights.
The invention will now be described by way of example and with reference to the accompanying informal drawing, wherein:- Figure 1 is an end view of the barrier; Figure 2 is a side view; and Figure 3 is a plan.
Referring initially to Figure 1 the structure illustrated therein comprises a floor 1 and side walls 2. Vertical channels 3 are provided in the side walls and a horizontally extending channel 4 locates the lower end parts of the vertical channels 3.
The barrier assembly comprises a flexible membrane 5, of for example woven nylon coated with neoprene, and uprights 6 of rectangular box section steel. The end parts and base of the barrier membrane 5 terminate in a beading 7 of propylene rope, and clamping bars 8 immediately inboard of the beading secure the membrane and are fixed by studs 9 to the supporting structure.
The upper end parts of the uprights 6 are fixed by rivets 10 to the membrane 5 whilst the lower end parts are located in sockets 11 in the floor. Stops 12 are provided on each upright to locate the uprights at the appropriate depth.
The assembly is illustrated in the functional barrier position and it will be noted that the membrane has sufficient fullness to provide pleats which is desirable to provide effective damming.
The fullness provides semi-circular bulges between the uprights. These bulges are desirable, both to reduce the stress on the fabric to a minimum and to allow sufficient surplus material so that the assembly may be stowed away in the recess in the floor without detaching it from its fixing within the side recesses. Specifically when it is desired to stow the barrier, the uprights 6 are lifted from the sockets 11 and laid in the horizontal channel 4; as mentioned above there is sufficient fullness to allow the barrier completely to be stowed when the uprights lie in the trench.
A hinged door 13 (see Figure 1) covers the recess 3 in the wall while a cover plate (not shown) locates in a recess 14 in the floor to cover the uprights and the major part of the membrane.
Reference is made to the Complete Specification of our copending Patent Application No. 38199/78 (Serial No. 2006861).
Claims
1. A barrier assembly comprising a flexible flood barrier dimensioned to extend between opposed side walls of an enclosed space, means for anchoring the end walls of the barrier to the side walls, means for anchoring the base of the barrier to the floor and rigid uprights locatable in the floor and engageable with the barrier to support the latter in an upright position, sufficient material being provided in the barrier to allow it to form generally semi-circular bulges between the uprights and to allow the assembly when the uprights have been removed from the floor to be stowed in an out-of-the way position.
2. A barrier assembly as claimed in Claim 1 when positioned between a floor and side walls each end of the barrier being secured in a vertically extending recess in the respective side wall and the base of the barrier being secured in a channel in the floor linking the recesses, the arrangement being that each upright locates in a socket in the floor and when the barrier is not required the uprights are removed from the sockets and laid in the channel together with the barrier.
3. A barrier assembly as claimed in either Claim 1 or Claim 2 wherein the barrier is formed of a pleated piece joined to shorter pieces each
**WARNING** end of DESC field may overlap start of CLMS **.

Claims (4)

**WARNING** start of CLMS field may overlap end of DESC **. SPECIFICATION Flood Barrier The present invention relates to a barrier assembly for restraining the ingress of water to an enclosed space defined by a floor and side walls. For example a barrier in accordance with the invention would be used to prevent the flooding of an underground car park. A barrier assembly in accordance with the present invention comprises a flexible barrier dimensioned to extend between opposed side walls of the space, means for anchoring the end walls of the barrier to the side walls, means for anchoring the base of the barrier to the floor and rigid uprights locatable in the floor and engageable with the barrier to support the latter in an upright position. There is sufficient material in the barrier to allow it to form generally semicircular bulges between the uprights. There is thus sufficient fullness to allow the assembly, when the uprights have been removed from the floor, to be stowed in an out-of-the way position. In an embodiment of the invention each end of the flexible barrier is secured in a vertically extending recess in the respective side wall and the base of the barrier in a channel in the floor linking the recesses. Each upright locates in a socket in the floor and when the barrier is not required the uprights are removed from the sockets and laid in the channel together with the barrier. Cover plates can then mask the channel and the recess. The barrier material should be pleated and joined to a shorter piece of material containing a rope, which rope is clamped into the wall of the recess. The extra material allowing the semicircular bulges to form also gives sufficient slack in the material to allow it to be stowed in the recess in the walls and floor without unfastening it from the attachments in the recesses in the walls. Where the opening to be closed is narrow and deep, semi-circular bulges might not provide sufficient excess material and the material would have to be tailored to allow even larger bulges between the uprights. The invention will now be described by way of example and with reference to the accompanying informal drawing, wherein:- Figure 1 is an end view of the barrier; Figure 2 is a side view; and Figure 3 is a plan. Referring initially to Figure 1 the structure illustrated therein comprises a floor 1 and side walls 2. Vertical channels 3 are provided in the side walls and a horizontally extending channel 4 locates the lower end parts of the vertical channels 3. The barrier assembly comprises a flexible membrane 5, of for example woven nylon coated with neoprene, and uprights 6 of rectangular box section steel. The end parts and base of the barrier membrane 5 terminate in a beading 7 of propylene rope, and clamping bars 8 immediately inboard of the beading secure the membrane and are fixed by studs 9 to the supporting structure. The upper end parts of the uprights 6 are fixed by rivets 10 to the membrane 5 whilst the lower end parts are located in sockets 11 in the floor. Stops 12 are provided on each upright to locate the uprights at the appropriate depth. The assembly is illustrated in the functional barrier position and it will be noted that the membrane has sufficient fullness to provide pleats which is desirable to provide effective damming. The fullness provides semi-circular bulges between the uprights. These bulges are desirable, both to reduce the stress on the fabric to a minimum and to allow sufficient surplus material so that the assembly may be stowed away in the recess in the floor without detaching it from its fixing within the side recesses. Specifically when it is desired to stow the barrier, the uprights 6 are lifted from the sockets 11 and laid in the horizontal channel 4; as mentioned above there is sufficient fullness to allow the barrier completely to be stowed when the uprights lie in the trench. A hinged door 13 (see Figure 1) covers the recess 3 in the wall while a cover plate (not shown) locates in a recess 14 in the floor to cover the uprights and the major part of the membrane. Reference is made to the Complete Specification of our copending Patent Application No. 38199/78 (Serial No. 2006861). Claims
1. A barrier assembly comprising a flexible flood barrier dimensioned to extend between opposed side walls of an enclosed space, means for anchoring the end walls of the barrier to the side walls, means for anchoring the base of the barrier to the floor and rigid uprights locatable in the floor and engageable with the barrier to support the latter in an upright position, sufficient material being provided in the barrier to allow it to form generally semi-circular bulges between the uprights and to allow the assembly when the uprights have been removed from the floor to be stowed in an out-of-the way position.
2. A barrier assembly as claimed in Claim 1 when positioned between a floor and side walls each end of the barrier being secured in a vertically extending recess in the respective side wall and the base of the barrier being secured in a channel in the floor linking the recesses, the arrangement being that each upright locates in a socket in the floor and when the barrier is not required the uprights are removed from the sockets and laid in the channel together with the barrier.
3. A barrier assembly as claimed in either Claim 1 or Claim 2 wherein the barrier is formed of a pleated piece joined to shorter pieces each containing a rope, the ropes serving for clamping purposes.
4. A barrier assembly substantially as hereinbefore described with reference to and as shown in the accompanying drawings.
GB7847947A 1978-12-11 1978-12-11 Flood barrier Expired GB2037350B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB7847947A GB2037350B (en) 1978-12-11 1978-12-11 Flood barrier

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB7847947A GB2037350B (en) 1978-12-11 1978-12-11 Flood barrier

Publications (2)

Publication Number Publication Date
GB2037350A true GB2037350A (en) 1980-07-09
GB2037350B GB2037350B (en) 1982-11-10

Family

ID=10501644

Family Applications (1)

Application Number Title Priority Date Filing Date
GB7847947A Expired GB2037350B (en) 1978-12-11 1978-12-11 Flood barrier

Country Status (1)

Country Link
GB (1) GB2037350B (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4375929A (en) * 1980-09-02 1983-03-08 Clark Travis B Protective flood barrier
FR2730263A1 (en) * 1995-02-03 1996-08-09 Ninu Guy Protective flood panel for building
GB2360813A (en) * 2000-02-22 2001-10-03 Georg Buck Domestic flood barrier
GB2361733A (en) * 2000-03-31 2001-10-31 David Borland Cuthbertson Flexible curved flood barrier
GB2374108A (en) * 2001-03-28 2002-10-09 Geoffrey James Brown Flood barrier
GB2382099A (en) * 2001-11-17 2003-05-21 Brian Edward Chapman Flexible flood barrier
US6692188B1 (en) * 1999-06-02 2004-02-17 Hydroscience Holdings Limited Rapid emergency dam and method of construction
GB2420366A (en) * 2004-11-19 2006-05-24 Clive Keedwell Deformable flood protection barrier

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4375929A (en) * 1980-09-02 1983-03-08 Clark Travis B Protective flood barrier
FR2730263A1 (en) * 1995-02-03 1996-08-09 Ninu Guy Protective flood panel for building
WO1998006923A1 (en) * 1995-02-03 1998-02-19 Guy Ninu Method and device for protecting buildings against floods and mud streams
US6692188B1 (en) * 1999-06-02 2004-02-17 Hydroscience Holdings Limited Rapid emergency dam and method of construction
GB2360813A (en) * 2000-02-22 2001-10-03 Georg Buck Domestic flood barrier
GB2361733A (en) * 2000-03-31 2001-10-31 David Borland Cuthbertson Flexible curved flood barrier
GB2374108A (en) * 2001-03-28 2002-10-09 Geoffrey James Brown Flood barrier
GB2382099A (en) * 2001-11-17 2003-05-21 Brian Edward Chapman Flexible flood barrier
GB2382099B (en) * 2001-11-17 2005-07-13 Brian Edward Chapman Barrier
GB2420366A (en) * 2004-11-19 2006-05-24 Clive Keedwell Deformable flood protection barrier

Also Published As

Publication number Publication date
GB2037350B (en) 1982-11-10

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Legal Events

Date Code Title Description
PCNP Patent ceased through non-payment of renewal fee

Effective date: 19921211