CN1531618A - Flood barrier - Google Patents
Flood barrier Download PDFInfo
- Publication number
- CN1531618A CN1531618A CNA01822475XA CN01822475A CN1531618A CN 1531618 A CN1531618 A CN 1531618A CN A01822475X A CNA01822475X A CN A01822475XA CN 01822475 A CN01822475 A CN 01822475A CN 1531618 A CN1531618 A CN 1531618A
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- Prior art keywords
- control facility
- flood control
- sheet material
- groove
- described groove
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/14—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against other dangerous influences, e.g. tornadoes, floods
- E04H9/145—Floods
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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
- Y02A50/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather
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- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- Discharge Lamp (AREA)
- Special Wing (AREA)
- Revetment (AREA)
Abstract
A flood barrier comprises a resilient trough and a flexible impermeable sheet anchored to the trough wherein the flexible impermeable sheet is capable of being stored in the trough or being extended therefrom for adjoining a structure for example a building.
Description
The present invention relates to be used to protect building to avoid the flood control facility of flood destruction and be used to protect building to avoid the method that flood destroys.
In this manual, term " comprises " that expression " comprises, especially comprises ".This term is not understood as that " only comprising ".
Traditionally, the sack of filling sand is used to protect avoids flood such as the structure of house or other buildings and destroy.A plurality of such sacks of filling sand must be placed on around the architecture basics, and pile up formation one wall.The wall of even now can provide certain protective action to a spot of water, but they are not to be impermeable, and under some occasion, have found that the existing problem of such wall is, they can only filter the mud in the flood, and sewage still can pass through it.
In addition, in view of described sack is provisional measure, and these sacks are not the permanent original positions that is fixed on, and in case of emergency can't obtain usually.
In addition, existing sandbag is unbecoming.If sandbag breaks, sand just might be revealed from sack, stays the unwanted sand of a pile.
In addition, existing another problem of sack of filling sand is that their weight is very heavy.Because the weight of sandbag is very heavy, senior people or weakling are difficult to it is moved to the place of needs.
In addition, must use a large amount of sandbags just can work.Therefore, having found that needs the cost plenty of time to construct effective flood control facility, and needs several construction workers usually.
In order to solve the problem relevant with sandbag, the someone advised provisional plastic sheet protector can be installed around door already, so that stop water by the gap leakage between door and the doorframe.Comprising transparent plastic sheet, it is installed in the side of structure, and by applying downward gravity such as the pipeline that water is housed.But, have found that there is such problem in this suggestion: it can not provide the plastic sheet edge with water proofing property sealing.Therefore, have found that this device is invalid.In addition, have such problem, promptly described sheet material can not obtain usually at once.Therefore,, still be used, because they can provide protective effect to a certain degree although there is described problem in sandbag.
Therefore, need a kind of special flood control facility, this facility can be used for resisting flood and flood destroys, this facility is convenient in case of emergency use, it can be hard-wired, and can work in needs, but, it is unbecoming that this facility can not cause, and it is come into operation by one or two personal times a few minutes.
The invention solves the problems referred to above.
Obviously, have found that and to be fixed in the groove the flood control facility that comprises the impermeable sheet material of a kind of flexibility is permanent, and at short notice it is lifted the side that hangs over wall, so that the protective effect that flood is destroyed is provided by a small amount of staff.In addition, in view of it can be installed in this fact in the groove that is capped, the advantage that it had is that it is unconspicuous, perhaps has only when in use and just can see.
Therefore, in first aspect, the invention provides a kind of flood control facility, it comprises an elastic groove and a flexible impermeable sheet material that is fixed in the described groove, wherein, the impermeable sheet material of described flexibility can be collected in the described groove, perhaps stretches out from described groove, is used to connect a kind of structure.
In second aspect; the invention provides a kind of method of protecting a kind of structure to avoid flood destruction; this method comprises installs as the described flood control facility of first aspect present invention; may further comprise the steps: an elastic groove is installed on the ground of structure periphery; and the impermeable sheet material of a kind of flexibility is installed in the described groove, and wherein, the impermeable sheet material of described flexibility can be collected in the described groove; perhaps from described groove, stretch out, be used to connect a kind of structure.
A kind of embodiment of flood control facility of the present invention preferably includes a kind of like this groove, and it has a bottom and two sidewalls to the normal slope of described bottom.The advantage of this structure is, it can be installed on the ground easily, but, should be understood that described groove can have any suitable cross section, for example semi-circular cross-section.The cross section of described groove is more preferably taper, and the sidewall of described groove converges towards the bottom.The advantage of this design is, can be deposited in together a plurality of grooves are overlapping internally each other, so that transportation and collection.
Each sidewall of described groove has a chimb at its edge away from the bottom, and wherein, described chimb preferably includes the bandy part of described sidewall.The advantage of this design is to help producing, transport and preserve.
Described groove is preferably by being selected from glass fiber, plastics, metal and two or more combined material is wherein made.Preferable alloy is installed for heavy type.
Preferably the sections form with different length provides described groove, these sections can be sealed.
The degree of depth of described groove is preferably about 30 centimetres of about at least 10-.About 30 centimetres of the more preferably about at least 15-of the degree of depth of described groove.
One section shallow slot preferably is provided, and its degree of depth is fit to cross over underground pipeline or the cable that uses for building.For example, known some drainage pipe is arranged on apart from ground less than on about 20 centimetres degree of depth.Where necessary, can use the part of one or more more shallow grooves like this.The degree of depth of described shallow slot part is preferably about 20 centimetres of about 10-, about 15 centimetres of more preferably about 10-.
Preferably described groove is installed in the concrete,, and described groove is sealed on the ground so that be fixed in position.Preferably impermeable material is directly installed on the wall of building, facing down from ground reaches about at least 30 centimetres degree of depth.Preferably described material is attached on the concrete of fixing described groove, the advantage of doing like this is this structure and underground water can be completely cut off.Described material preferably includes pitch and/or polyethylene, and for example, described material is BITUTHENE (TM) preferably.
Preferably provide impermeable sealing at described structural wall with for the underground pipeline of this structure use or the bound fraction of cable.Described sealing preferably provides by the honeycomb bubble end that seals, for example, and the honeycomb polyurethane of sealing bubble end or similar material.The advantage of doing like this is, can stop moisture enter with the structure at underground pipeline or cable binding site place.In addition, the pipeline such as gutter that is connected with described structure is equipped with one way valve.The advantage of this valve is can stop liquid to enter described structure by described pipeline, but can allow liquid flow out from structure.
It is 1 millimeter flexible impermeable sheet material that a kind of embodiment of flood control facility of the present invention preferably includes the thickness produced of unguyed polyvinyl chloride (PVC-P) by calendering.Obviously, have found that this certain material compares with other known materials and have good pliability and durability.In addition, have found that 1 millimeter thickness can provide thundering intensity, and have lighter weight.
A kind of embodiment of the impermeable sheet material of described flexibility preferably has first edge that is fixed on the described groove and away from second edge at described first edge, second edge is flexible, can be connected on a kind of structure.Described elastic edge preferably includes at least one bar, and described bar preferably is connected on the surface of described sheet material or by the bottom on the described sheet material and is surrounded.Described elastic edge preferably removably is connected on a kind of structural fastening devices.The advantage of described elastic edge is that at least a portion of second side of the impermeable sheet material of described flexibility can rise from described groove, raises and is connected rapidly on a kind of structure, guarantees that second edge of described sheet material evenly is lifted to suitable height.Be understandable that this highly depends on the length between first and second sides of the position of fastening devices and the impermeable sheet material of described flexibility.
In addition, a kind of embodiment of flood control facility of the present invention preferably includes an impermeable sheet material of flexibility, and this sheet material has an edge that is connected with at least one fastening devices, is used for removably being connected a kind of structure.The fastening devices that connects the impermeable sheet material of described flexibility preferably with the fastening devices complementation that is connected described structure one side.For example, the bar of level substantially can be installed on a kind of structure, and one or more hooks can be used for the edge of described sheet material removably is connected described.
The fastening devices of the fastening devices of syndeton and the complementation that is connected the impermeable sheet material of described flexibility preferably includes a hook or hangs carriage.It most preferably comprises a suspension carriage.Described suspension carriage preferably includes a wall joint and a suspension joint.
Described wall joint preferably includes one and is fixed on structural flat board and two upwardly extending ledges of each end from described flat board, and these two ledges are to tilt towards the in-plane away from described flat board.Described ledge is preferably placed on the plane, and this plane is with about 30 degree of about 2-, the angle of more preferably about 5 degree and the Plane intersects of described flat board.Preferably formation is one or more on described flat board, and for example two holes can be used such as the fastening devices of screw by this hole that described flat board is fixing structurally.
Described suspension joint preferably includes a flat board and the ledge that the edge tilts perpendicular to this dull and stereotyped direction.Described flat board can form groove between a kind of structure and described wall joint outstanding, wherein, the ledge of described suspension joint is distributed between the ledge of described wall joint.
The advantage of described suspension carriage is that when described flood control facility did not use, described wall joint can be jeopardously outstanding from the side of structure, so the people that can not satisfy the need causes unexpected injury.
A kind of embodiment of described flood control facility preferably comprises an elastic threads or damping rope between described suspension joint and impermeable sheet material edge.The advantage that it brings is, can apply in check tension force to impermeable sheet material, forces it in place up to flood.
A kind of embodiment of flood control facility of the present invention preferably includes one and is used for the first impermeable sheet material is connected linkage on the second impermeable sheet material, waterproof slide fastener for example is preferably placed at a tendency side of first and/or second side that can impervious sheet material perpendicular to described flexibility.Described slide fastener preferably is used for fixing wet suit and/or the close-fitting waterproof slide fastener as the common type of fur clothing.By lifting described slide fastener, can two sheet materials be sealed with the waterproof sealing form.In addition, described linkage comprises having complementary hook and the material of ring, for example VELCRO .The advantage that it had is, this linkage can be used for sheet material is linked together, and for example the corner in structure links together.This helps water proofing property flood control facility of the present invention is arranged in a plurality of sides of structure.
A kind of embodiment of flood control facility of the present invention preferably includes one and is used to be installed in a kind of structure, for example be installed in a kind of wall of structure or the shell on the side, this shell has the device that is used to admit the impermeable sheet material of described flexibility, and for example described device can be a groove.Preferably described shell is installed on the structure of vertical bank, and is sealed on the exterior wall of structure.In addition, the length of described shell preferably equals the height that the impermeable sheet material of described flexibility can reach.Its advantage is that the impermeable sheet material of described flexibility can be by described body seal on the wall of structure.For example, if flood control facility of the present invention is used to only protect an a kind of part of structure, this design is favourable, for example protects semi-independent formula wing.
When a kind of embodiment of described flood control facility only is used for an a kind of part with structure of a chamber wall arrangement, for example, when being used for semi-independent formula wing, a cavity seal being set sealing described chamber.Described cavity seal preferably is located immediately at a shell and is applied in a kind of outer wall of structure or the back, position on the external surface.Like this, just the outer wall with a kind of structure is added between a cavity sealing and the shell.
A kind of embodiment of flood control facility of the present invention preferably includes a flat board that is fixed on the described groove, and this flat board is clamped the impermeable sheet material of described flexibility, is used to guarantee form between described groove and sheet material reliable water proofing property sealing.Preferably described flat board is connected on the described groove, but, should be understood that, can adopt other reliable installation by bolt.Its advantage is to obtain the sealing of reliable water proofing property, and if described sheet material be corrupted to the degree that can't repair, can be changed easily.
A kind of embodiment of flood control facility of the present invention preferably includes the impermeable sheet material of a kind of flexibility, and it reaches at least 1 meter at a kind of structural height, and more preferably 1.5 meters, more preferably 2 meters.Such advantage is that the structure such as building is preferably on height height or higher of one deck windowsill that reaches conventional at least and is protected, and this height will stand the structure appropriateness of knee wall.
A kind of embodiment of flood control facility of the present invention preferably includes the impermeable sheet material of a kind of flexibility, and this sheet material is fixed on the wall away from the groove of described structure.The advantage of this design is, because described sheet material is near described groove, and all water in the described groove can be clipped in the impermeable sheet material of described flexibility on the described groove, when described flood control facility comes into operation, can obtain the water proofing property sealing.In addition, the advantage of this design is by described sheet material is strained simply on the wall away from described structure of described groove, water can be discharged.
A kind of embodiment of flood control facility of the present invention preferably includes the groove with a lid.Described lid is preferably flexible.Preferably described lid is hinged on the described groove by hinge.Described hinge is preferably placed at the sidewall of the close described structure of described groove, on promptly opposite with the sidewall of the fixing impermeable sheet material of the described flexibility sidewall.The advantage of described lid is that it can be protected obsolete the time and the hiding impermeable sheet material of described flexibility.In addition, when lifting described lid, it can provide support or base, and the impermeable sheet material of described flexibility relies on above it in use.In addition, the advantage of this design is that described lid can be suspended on a side of described structure, thereby extra flooding action is provided.The advantage of described hinge is that described lid can not separate and lose.
In addition, described lid is demountable, and its advantage is a plurality of grooves can be deposited in together internally each other, so that transportation and preservation.In a kind of preferred embodiment, described lid comprises the stop bracket at an edge that is used to catch described groove and is used to catch the safety lock at another edge of described groove.Described lid preferably can disassemble from described groove, and when described flood control facility comes into operation its recovery formation is attached to structural bracketing or base.Described lid is preferably made by the material that is selected from the glass reinforced mylar of e-, metal and combination thereof.Described metal preferably heavy duty is installed.
In a kind of preferred embodiment, described lid can disassemble from described groove.Described lid can be divided into a plurality of parts.Each part comprises a surface and outstanding downwards side, and each side comprises an opening or ledge, and they engage with corresponding ledge or opening on the sidewall of described groove.Described opening is preferably L shaped, and described joint realizes by described lid is pressed to downwards on the described groove, guarantees that described ledge inserts in the corresponding opening.Then, push away described lid, be attached on the described ledge up to the end of described opening along the y direction of described groove.
Each part of described lid preferably has a sidewall, and described sidewall has at least two ledges or opening.Described ledge or opening are preferably placed at the end near each side.The advantage of this embodiment is, a plurality of parts of described lid can be connected on the described groove, and wherein, each part is attached on the adjacent part, and therefore fix in position.Last part that is installed in the described lid on the described groove comprises a locking device that is used to limit its position.Advantageously, only need a hook that a plurality of parts of described groove are limited on the position of described groove.Can guarantee does not like this need the too many time that described flood control facility is erected, and its cost of production is lower, and this flood control facility is not easy to damage.
A kind of embodiment of flood control facility of the present invention preferably includes one and is used for from described groove pumps water to the pump away from the flood control facility of structure outside.Described pump is preferably placed in the described groove or close described groove.Described pump more preferably is positioned at the specific part that protrudes or cave in that has that having of described groove is used to admit described pump.Described protrusion or depression are preferably extended by the described structure direction of the Y of described groove.The advantage of described pump is all water that can discharge by described barrier layer seepage.In addition, the advantage that it had is to discharge all water before depositing it after using the impermeable sheet material of described flexibility.Prolonged the application life of the impermeable sheet material of described flexibility thus.
A kind of embodiment of flood control facility of the present invention preferably includes at least one plate, a preferred rigid slab, and it is installed near having on the structure of one or more pillars, for example the corridor.Described plate has between two pillars or strengthen the advantage of barrier layer between pillar and the adjacent structure.Therefore, a kind of embodiment of described flood control facility can be installed in the structure periphery with one or more pillars, and can be at the impermeable sheet material of a side placement of flexible of described plate.
Disclosed by the explanation of the preferred embodiment of the invention being done below in conjunction with accompanying drawing, and can understand other features and advantages of the present invention thus, wherein:
Fig. 1 represents the sectional view of a kind of structural wall and adjacent flood control facility of the present invention;
Fig. 2 represents a kind of floor map of structure and the position of flood control facility of the present invention;
Fig. 3 represents to be positioned at the terminal a kind of possibility mode that connects of typical case on the partition wall;
Fig. 4 represents the sectional view by the groove of flood control facility of the present invention;
Fig. 5 represents elevation, sectional view and the plan view of the suspension carriage of flood control facility;
Fig. 6 represents the elevation and the sectional view of the lid of flood control facility of the present invention.
For the sake of clarity, this paper has disclosed briefly bright feature, as the part of identical or independent embodiment, but, should be understood that, scope of the present invention can comprise the embodiment with described all or some combination of features.
From Fig. 1 and 4 as can be seen, a kind of flood control guard shield or isolated plant that is used for DIY, comprise an elastic groove and a flexible impermeable sheet material that is fixed on the described groove, wherein, the impermeable sheet material of described flexibility can be collected in the described groove, perhaps stretches out to be used to be connected a kind of structure from groove.Described groove is to be made by the material that is selected from nonferrous metal, plastic and glass fiber.The impermeable sheet material of described flexibility is to be made by the material that is selected from butyl rubber and plastics.
Described groove has a bottom and two sidewalls that tend to described base normal.The cross section of described groove is taper, and described sidewall converges towards described bottom.A pump that is used for discharging the water of described groove having of described groove be can be installed in and the ledge of described pump or the privileged site of depression are used to install.Described ledge or the depression by described groove to described extensibility of structure.
Described groove is that the sections form with different length provides, and these sections can be sealed.
Generally, the degree of depth of described groove is at least about 30 centimetres of about 15-.But, provide the shallow sections of described groove, this sections has suitable the leap for a kind of underground pipeline of structure use or the degree of depth of cable.The degree of depth of the shallow sections of described groove is about 15 centimetres of about 10-.
In use, described groove is installed in the concrete, so that it is fixed and described groove is sealed on the ground.In addition, BITUTHENE (TM) directly is placed on the wall of structure, faces down from ground up to about at least 30 centimetres degree of depth, in conjunction with the concrete of fixing described groove.It can stop underground water.
At structural wall with for underground pipeline or the binding site between the cable that structure is used impermeable sealing is set.Described sealing is last the providing of honeycomb polyurethane bubble by sealing.In addition, with the pipeline that described structure is connected, for example drainage pipe is equipped with one way valve.These valves can stop liquid to flow into described structure, but liquid is flowed out from structure.
A dismountable elastic cover is installed on the described groove, and fixes by an analog bracket and safety lock.
In addition, described lid can be disassembled from described groove, and be divided into a plurality of parts.Each part is produced by the pultrusion method, and comprises a upper surface and outstanding side downwards, and the parallel sidewalls with described groove is tended in described side.Each side comprises corresponding ledge or the opening opening or the ledge that engage on the sidewall with described groove.Described ledge is that the termination by bolt provides.Described opening is L shaped, and described joint is realized on the described groove by described lid is pressed into downwards, guarantees that described ledge inserts in the corresponding opening.
Then, push described lid along the longitudinal axis of described groove, be attached on the described ledge up to the end of described opening, each part of described lid has a side that has at least two ledges or opening on it.Described ledge or opening are positioned at the end near each side.A part of described lid comprises the locking device of each partial fixing on described groove that is used for lid.
The impermeable sheet material of described flexibility can reach at least 1 meter height on a kind of structure, and have be fixed on described groove away from first edge on the sidewall of described structure and second edge relative with described first edge, second edge is flexible, is used for being connected with structure.State first edge of flexible impermeable sheet material by the plate holder residence that a plurality of fastening devicess are fixed on the described groove, and guarantee a kind of reliable water proofing property sealing.By bolt described plate is fixed on the described groove.Described second edge comprises at least one bar, and this bar preferably is connected on the surface of described sheet material or is surrounded by the bottom of described sheet material.
In addition, first edge of described sheet material is fixed on the sidewall of close described structure of described groove.
On the length of damping rope described bar is being fixed on the suspension carriage shown in Figure 5.It comprises a suspension joint, and this joint removably is connected on the wall joint.Described wall joint comprises the flat board and two ledges that are used for fixing structurally, is used for extending upward from each end of described flat board, and described ledge tilts along the direction away from described plate level.Described ledge is positioned on the plane with the angles of about 5 degree and the Plane intersects of described flat board.On described flat board, formed two holes, used fastening devices it can be fixed on a kind of structure such as screw by described hole.
Described suspension joint comprises a flat board and a ledge that tends to vertical described flat board.
Described flat board can have opening between the ledge of a kind of structure and described wall joint, wherein, the ledge of described suspension joint is distributed between the ledge of described wall joint.
The impermeable sheet material of described flexibility has the linkage such as waterproof slide fastener, and this device is positioned at an inclined side of first and/or second side of the impermeable sheet material of vertical flexibility.Described slide fastener is the slide fastener that is used for fixing the common type of close-fitting diving dress and/or waterproof tights.By lifting described slide fastener, can two sheet materials be sealed with the form of waterproof sealing.In addition, described linkage comprises the material with complementary hook or ring, as VELCRO .
When a kind of embodiment of flood control facility of the present invention is used to only to protect a kind of structure a part of; when for example protecting semi-independent formula wing; the wall coverings or the wall joint that are used to be installed on the structural wall have an installation flat board; rubber and zip strip are used to support the impermeable sheet material end of described flexibility.Described shell is vertically arranged, and forms sealing with the outside of structure outer.The length of described shell preferably equals the height that the impermeable sheet material of described flexibility can reach.Described wall coverings is to be made by the material that is selected from plastics, glass fiber, rubber and nonferrous metal.
When a kind of embodiment of described flood control facility only is used for an a kind of part of structure, when for example being used to have the semi-independent formula building of chamber wall arrangement, provide a kind of cavity seal, so that seal described chamber.Described cavity seal be located immediately at position on the external surface that described wall coverings is installed in structure below.
Should be understood that, to the various changes and improvements of the disclosed preferred embodiment of this paper, apparent to those skilled in the art.Can be under the prerequisite that does not exceed essence of the present invention and scope, and under the prerequisite of not destroying the advantage that it had, finish described changes and improvements.Therefore, described changes and improvements are considered to be covered by described claims.
Claims (30)
1. flood control facility, it comprises an elastic groove and a flexible impermeable sheet material that is fixed in the described groove, wherein, the impermeable sheet material of described flexibility can leave in the described groove, perhaps stretches out from described groove, is used to connect a kind of structure.
2. flood control facility as claimed in claim 1, wherein, described groove has a bottom and two sidewalls to the normal slope of described bottom.
3. flood control facility as claimed in claim 2, wherein, the cross section of described groove is taper, and the sidewall of described groove converges towards the bottom.
4. as any one flood control facility in the above-mentioned claim, wherein, provide one section shallow slot of described groove, its degree of depth is fit to cross over underground pipeline or the cable that uses for building.
5. as any one flood control facility in the above-mentioned claim, wherein, described groove is installed in the concrete.
6. as any one flood control facility in the above-mentioned claim, wherein, provide impermeable sealing at a kind of structural wall with for the underground pipeline of this structure use or the bound fraction of cable.
7. any one flood control facility as in the above-mentioned claim, wherein, impermeable material faced down from ground to be directly installed on the wall of building, and this structure and underground water are completely cut off.
8. as any one flood control facility in the above-mentioned claim, wherein, the impermeable sheet material of described flexibility has first edge that is fixed on the described groove, with second edge relative with described first edge, second edge is flexible, can be connected on a kind of structure.
9. flood control facility as claimed in claim 8, wherein, described elastic edge comprises at least one bar, described bar preferably is connected on the surface of described sheet material or by the bottom on the described sheet material and is surrounded.
10. as the flood control facility of claim 8 or 9, wherein, described damping rope is fixed on the described elastic edge.
11. as the flood control facility of claim 10, wherein, described damping rope is fixed on the suspension carriage.
12. as any one flood control facility in the above-mentioned claim, wherein, the impermeable sheet material of described flexibility is to be that 1 millimeter unguyed polyvinyl chloride (PVC-P) is produced by the thickness that calendering is produced.
13. as any one flood control facility in the above-mentioned claim, wherein, the impermeable sheet material of described flexibility has an edge, it comprises that at least one is used to be connected a kind of structural fastening devices.
14. as any one flood control facility in the above-mentioned claim, wherein, the impermeable sheet material of described flexibility has one and is used for the first impermeable sheet material is connected linkage on the second impermeable sheet material.
15. as the flood control facility of claim 14, wherein, described linkage comprises a waterproof slide fastener or has the complementary hook and the material of ring.
16. as any one flood control facility in the above-mentioned claim, wherein, it comprises that is used to be installed in an a kind of structural shell, this shell has a groove that is used to admit the impermeable sheet material of described flexibility edge.
17. as any one flood control facility in the above-mentioned claim, wherein, it comprises a flat board that is fixed on the described groove, this flat board is clamped the impermeable sheet material of described flexibility, is used to guarantee to form reliable water proofing property sealing.
18. as the flood control facility of claim 17, wherein, described flat board is connected on the described groove by bolt.
19. as any one flood control facility in the above-mentioned claim, wherein, it comprises the impermeable sheet material of a kind of flexibility, it reaches at least 1 meter at a kind of structural height.
20. as any one flood control facility in the above-mentioned claim, wherein, it comprises the impermeable sheet material of a kind of flexibility, it is fixed on the described groove sidewall away from a kind of structure.
21. as any one flood control facility in the above-mentioned claim, wherein, it comprises a groove with lid.
22. as the flood control facility of claim 21, wherein, described lid can disassemble from described groove.
23. as any one flood control facility in the above-mentioned claim, wherein, it comprises a lid, and described lid is divided into a plurality of parts, each part comprises a upper surface and outstanding side downwards.
24. as the flood control facility of claim 23, wherein, each side of described lid comprises an opening or ledge, they engage with corresponding ledge or opening on the sidewall of described groove.
25. as the flood control facility of claim 24, wherein, described opening is L shaped, and described joint realizes by described lid is pressed to downwards on the described groove, guarantees that described ledge inserts in the corresponding groove.
26. as any one flood control facility in the above-mentioned claim, wherein, it comprises that one is used for described groove pumps water is arrived away from the pump outside the flood control facility of structure.
27. as the flood control facility of claim 26, wherein, described pump is arranged in described groove or close described groove.
28. as any one flood control facility in the above-mentioned claim, wherein, it comprises at least one rigid slab, it is installed near having on the structure of one or more pillars, for example the corridor.
29. an a kind of structure of protection is avoided the method that flood destroys, this method comprises installs as any described flood control facility in the above-mentioned claim.
30. method as claim 26, it may further comprise the steps: an elastic groove is installed on the ground of structure periphery, and the impermeable sheet material of a kind of flexibility is installed in the described groove, wherein, the impermeable sheet material of described flexibility can be collected in the described groove, perhaps from described groove, stretch out, be used to connect a kind of structure.
Applications Claiming Priority (6)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB0029241.7 | 2000-12-01 | ||
| GBGB0029241.7A GB0029241D0 (en) | 2000-12-01 | 2000-12-01 | Flood barrier |
| GBGB0107349.3A GB0107349D0 (en) | 2000-12-01 | 2001-03-23 | Flood Barrier |
| GB0107349.3 | 2001-03-23 | ||
| GB0108174A GB0108174D0 (en) | 2000-12-01 | 2001-04-02 | Flood barrier |
| GB0108174.4 | 2001-04-02 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1531618A true CN1531618A (en) | 2004-09-22 |
Family
ID=27255993
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA01822475XA Pending CN1531618A (en) | 2000-12-01 | 2001-12-03 | Flood barrier |
Country Status (7)
| Country | Link |
|---|---|
| US (1) | US20040098937A1 (en) |
| EP (1) | EP1337729A1 (en) |
| JP (1) | JP2004514814A (en) |
| CN (1) | CN1531618A (en) |
| AU (1) | AU2002222120A1 (en) |
| CA (1) | CA2428582A1 (en) |
| WO (1) | WO2002044502A1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102011506A (en) * | 2010-11-23 | 2011-04-13 | 昆明理工大学 | Flood control buoyancy device for building |
| CN103498447A (en) * | 2013-09-06 | 2014-01-08 | 李双江 | Membrane type water stopping device |
| CN103946472A (en) * | 2011-11-07 | 2014-07-23 | 日本文化钢卷帘门股份公司 | Opening part waterproofing device and opening part waterproofing sheet |
Families Citing this family (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AT7192U1 (en) * | 2003-10-27 | 2004-11-25 | Lerchbaumer Dieter Dr | FLOOD PROTECTION |
| US20070204542A1 (en) * | 2006-03-02 | 2007-09-06 | Henry Gembala | Top side venting of lightweight concrete in roof systems |
| GB2476285B (en) * | 2009-12-18 | 2012-12-26 | Simon S Mcnally | Property flood guard |
| US8496404B1 (en) * | 2010-08-24 | 2013-07-30 | Fyfe Co., Llc | Reinforcement system for increased lateral stability of flood wall |
| DE102010046504A1 (en) * | 2010-09-24 | 2012-03-29 | Hartmut Wibbeler | Flood protection wall |
| US9085864B2 (en) | 2012-05-09 | 2015-07-21 | Agapito Ortiz | Flood barrier |
| DK178365B1 (en) * | 2014-08-25 | 2016-01-11 | Sabetoflex Aps | Flood protection system |
| CN104195982A (en) * | 2014-09-14 | 2014-12-10 | 张若玮 | Portable floodwall |
| US9453314B2 (en) | 2014-09-18 | 2016-09-27 | Ilc Dover Lp | Deployable flexible flood mitigation wall |
| US9670633B1 (en) | 2016-03-03 | 2017-06-06 | T3 Investments, Llc | Flood barrier system for buildings and utility installations |
| US11885121B2 (en) * | 2019-01-30 | 2024-01-30 | Donald Ouimette | System and method for protecting structures |
| US11401678B1 (en) * | 2019-08-03 | 2022-08-02 | David Joel Schwartz | Flood protection system |
| US11286631B2 (en) * | 2020-01-14 | 2022-03-29 | Rsa Protective Technologies, Llc | Method and system for a static floodwall system |
| JP7501836B2 (en) * | 2020-02-28 | 2024-06-18 | 大和ハウス工業株式会社 | Building Protection Devices |
| US11255100B1 (en) * | 2020-08-21 | 2022-02-22 | Christopher T. Hughes | Permanent below ground flood barrier installation |
| CN112696021B (en) * | 2020-11-30 | 2022-07-15 | 中国一冶集团有限公司 | Water-stopping and drainage construction method for floor slab pipeline opening |
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| US2260438A (en) * | 1938-12-21 | 1941-10-28 | Cheney Allan | Waterproofed building construction |
| DE1609971B1 (en) * | 1965-06-25 | 1971-01-14 | Klaus Goebel | Connection of a roof covering to a wall |
| SE411565B (en) * | 1976-02-27 | 1980-01-14 | Palmaer Tore Georg | WANT ASTADKOMMA MOISTURED OR MOISTURIZED SOIL INSULATION FOR BUILDINGS, BASED FOR PROPERTY INSULATION |
| US4103496A (en) * | 1976-04-15 | 1978-08-01 | Pirelli Furlanis - Applicazioni Idrauliche Agricole Gomma S.P.A. | Collapsible and expansible barrage |
| US4458456A (en) * | 1980-08-29 | 1984-07-10 | Battle Daniel S | Apparatus and method for protecting structures from flooding water |
| US4425744A (en) * | 1981-08-05 | 1984-01-17 | Carlos Villareal | System of flood protection for buildings |
| US4488386A (en) * | 1982-11-01 | 1984-12-18 | Thompson William W | Flood shield assembly |
| US4664737A (en) * | 1984-12-13 | 1987-05-12 | The Boeing Company | System for removably attaching blanket to composite material lay-up structure |
| US4906134A (en) * | 1985-07-29 | 1990-03-06 | Hoyeck Ralph H | Self supporting flexible wall dams |
| CA1284011C (en) * | 1986-03-07 | 1991-05-14 | Timothy James Nethery | Grain silo sealing |
| US4693042A (en) * | 1986-10-20 | 1987-09-15 | Villarreal Carlos E | System of flood protection for buildings |
| US4843658A (en) * | 1987-12-08 | 1989-07-04 | Hodak Michael L | Swimming pool and method of construction |
| US5572833A (en) * | 1987-12-24 | 1996-11-12 | Allen; Dillis V. | Self-holding firewood cover |
| US4841687A (en) * | 1988-08-04 | 1989-06-27 | Michael Navetta | Moisture deflector flashing strip for a building wall assembly |
| FI81051C (en) * | 1988-08-04 | 1990-09-10 | Schauman Wilh Oy | LASTPRESENNING. |
| US4869363A (en) * | 1989-02-23 | 1989-09-26 | Goldberg Melvin S | Combination module cover and catenary hold down |
| US5845456A (en) * | 1989-03-06 | 1998-12-08 | Read; Robert R. | Basement waterproofing |
| US5277003A (en) * | 1991-07-30 | 1994-01-11 | Myers Jeffrey J | Method and means for maintaining a dry and radon-free basement |
| US6023892A (en) * | 1992-04-02 | 2000-02-15 | Sourlis; Tom | Combination flashing and mortar and debris collection device and system |
| US5248225A (en) * | 1992-08-17 | 1993-09-28 | Rose William B | Insulating drainage method and diverter for building foundations |
| DE4400870A1 (en) * | 1994-01-14 | 1994-06-23 | Helmut Conradi | Building and facade protection against high water |
| US5495696A (en) * | 1994-08-25 | 1996-03-05 | Kent R. Repka | Foundation drainage system |
| US5636478A (en) * | 1995-04-13 | 1997-06-10 | Jhy Yih Electric Enterprise Co., Ltd | Inflatable tent structure |
| US5642967A (en) * | 1995-09-14 | 1997-07-01 | Swain; Kenneth L. | Crawl space moisture control method |
| DE29515720U1 (en) * | 1995-10-05 | 1997-02-06 | Höhncke, Kurt, 22769 Hamburg | Cuff as protection for houses against flooding |
| US5836115A (en) * | 1996-12-09 | 1998-11-17 | Clay; Randy K. | Foundation waterproofing and drainage system |
| FR2793835A1 (en) * | 1999-05-18 | 2000-11-24 | Edzigui Honorine Mboa | Protective unit for houses situated in flooding areas from infiltration through doors, etc., has sleeve with ground-eyelets towards ground, wall-eyelets towards top, and elastic material in between |
| GB2351983A (en) * | 1999-07-14 | 2001-01-17 | Abolkheir Group | Barrier for protecting a structure from floods, snow or sand |
| US6634144B1 (en) * | 2001-11-02 | 2003-10-21 | Everdry Marketing & Management Services, Inc. | Home waterproofing system |
-
2001
- 2001-12-03 WO PCT/GB2001/005343 patent/WO2002044502A1/en not_active Application Discontinuation
- 2001-12-03 AU AU2002222120A patent/AU2002222120A1/en not_active Abandoned
- 2001-12-03 CA CA002428582A patent/CA2428582A1/en not_active Abandoned
- 2001-12-03 US US10/433,148 patent/US20040098937A1/en not_active Abandoned
- 2001-12-03 JP JP2002546840A patent/JP2004514814A/en active Pending
- 2001-12-03 EP EP01998707A patent/EP1337729A1/en not_active Withdrawn
- 2001-12-03 CN CNA01822475XA patent/CN1531618A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102011506A (en) * | 2010-11-23 | 2011-04-13 | 昆明理工大学 | Flood control buoyancy device for building |
| CN103946472A (en) * | 2011-11-07 | 2014-07-23 | 日本文化钢卷帘门股份公司 | Opening part waterproofing device and opening part waterproofing sheet |
| CN103946472B (en) * | 2011-11-07 | 2016-03-16 | 日本文化钢卷帘门股份公司 | The water-tight device of opening portion and the waterproof sheet of opening portion |
| CN103498447A (en) * | 2013-09-06 | 2014-01-08 | 李双江 | Membrane type water stopping device |
Also Published As
| Publication number | Publication date |
|---|---|
| CA2428582A1 (en) | 2002-06-06 |
| EP1337729A1 (en) | 2003-08-27 |
| JP2004514814A (en) | 2004-05-20 |
| WO2002044502A1 (en) | 2002-06-06 |
| AU2002222120A1 (en) | 2002-06-11 |
| US20040098937A1 (en) | 2004-05-27 |
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