EP3146111A1 - Module for forming a mobile protective wall for flood protection - Google Patents
Module for forming a mobile protective wall for flood protectionInfo
- Publication number
- EP3146111A1 EP3146111A1 EP15734054.8A EP15734054A EP3146111A1 EP 3146111 A1 EP3146111 A1 EP 3146111A1 EP 15734054 A EP15734054 A EP 15734054A EP 3146111 A1 EP3146111 A1 EP 3146111A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- module
- groove
- block
- face
- extension
- 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
Links
- 230000001681 protective effect Effects 0.000 title claims abstract description 53
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 11
- 238000010276 construction Methods 0.000 description 4
- 230000004888 barrier function Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000005484 gravity Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000001427 coherent effect Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
- E02B3/106—Temporary dykes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
Definitions
- the invention relates to a building block for forming a mobile protective wall for a flood protection according to the preamble of claim 1.
- mobile protective walls In a flood often mobile and temporary barriers are created to prevent the flood of penetration into built-up area.
- mobile protective walls are known, which require a pre-established support structure, such as a foundation or a ground anchor, so that they can be quickly established in the event of use.
- a disadvantage of these protective walls is that the mobile protective wall had been planned long before the flood, and the required preliminary work must be done. Such protective walls can therefore be built only in advance in places where a flood likely, but not more, when a flood actually occurs. Due to the required support structures, the use is also not flexible, since, for example, a subsequent installation of such support structures in an existing historic city center is often difficult. Furthermore, skilled personnel are needed for the installation. For less developed countries, which are often hit hardest by a flood, such mobile barriers are often unaffordable.
- the object of the invention is therefore a building block for forming a mobile
- the mobile protective wall can be built particularly easy following a course of a body of water, or on often arched floors of a historic city center.
- the pivotal connection can in particular allow a clearance between the groove and the extension, whereby the mobile protective wall is easy to erect, and after use is also easy to remove again.
- the invention relates to a mobile protective wall for a flood protection according to claim 15.
- 1 to 3 a first preferred embodiment of the block in an axonometric view from different angles;
- FIG. 4 shows a first preferred embodiment of a mobile protective wall for a
- FIG. 5 shows the first preferred embodiment of a mobile protection wall for a flood protection in a second construction state in an axonometric representation
- FIG. 6 shows the first preferred embodiment of a mobile protection wall for a flood protection in a third construction state in an axonometric representation
- FIG. 7 and 8 show the first preferred embodiment of a mobile protective wall for a flood protection in a final state in an axonometric view from different angles of view;
- FIG. 13 and 14 show a second preferred embodiment of a mobile protective wall for flood protection in an axonometric view
- FIGS. 1 to 14 show preferred embodiments of a building block 1 for forming a mobile protective wall 2 for flood protection, the building block 1 having a first end face 3 and a second end face 4 lying opposite the first end face 3.
- the module 1 is here a body, which in addition
- a flood protection is a protection against
- the flood here refers to a menacing high water level of a body of water, such as river or lake, in which the water flooded from his bed exit and areas that are not intended for flooding, such as built-up areas.
- a mobile protective wall 2 for a flood protection is a temporary
- the mobile protective wall 2 for flood protection can therefore also be referred to as a mobile flood protection wall.
- the mobile protective wall 2 can alternatively be used to protect against other natural events in which, similar to the flood protection, the unwanted spread of liquids or solids, such as mud, boulders or snow, should be prevented in areas to be protected.
- the mobile barrier 2 could be used at increased risk of debris or mudflows to keep traffic routes free.
- the first end face 3 has an undercut groove 5 and the second end face 4 has an extension 6 corresponding to the groove 5, wherein the extension 6 is designed to detachably form a pivot connection 7 with another building block 1 having the first end face 3, wherein the pivot connection 7 is pivotable about a predetermined pivot angle.
- the pivot connection 7 can in particular a zugkraftaufmorde connection form.
- the groove 5 and the extension 6 are formed such that the extension 6 of a block 1 can be inserted into the groove 5 of an adjacent building block 1, wherein the undercut groove 5 engages behind the extension 6 and holds such.
- the extension 6 is displaceable in a longitudinal axis of the groove 5, wherein the extension 6 of the groove 5 in a direction perpendicular to the longitudinal axis of the groove 5
- Movement direction is held positively.
- the swivel angle can be
- a multiplicity of such building blocks 1 can be connected to one another at the end faces 3, 4 in such a way that the tensile forces resulting from the pressure of the water can be transmitted, with a series of such building blocks 1 forming a continuous drawstring.
- the groove 5 and the extension 6 are formed such that they allow a predetermined pivoting angle, the mobile protective wall 2 can be easily erected even on uneven ground, since the course of the blocks 1 can adapt to the course of the soil.
- the mobile protective wall 2 can thereby be erected particularly simply following a course of a body of water, or on often curved floors of a historic city center.
- the pivotal connection 7 in particular allow a clearance between the groove 5 and the extension 6, whereby the mobile protective wall 2 is easy to erect, and after use is also easy to remove again.
- a mobile protective wall 2 is provided for a flood protection consisting of a plurality of building blocks 1, wherein the blocks 1 are connected by the end formed by the groove 5 and the extension 6 pivotal connections 7 frontally.
- a mobile protective wall 2 means in this
- connection a temporary protective wall 2 which can be built up and dismantled quickly without or with little preliminary work quickly, so within a few hours. It can be provided that only the blocks 1 are already sufficient to form a viable mobile protective wall 2, without further support element are necessary. Furthermore, it can be provided that the connection of the blocks 1 is purely positive fit, so that no cement, mortar or other binder for connecting the blocks. 1 necessary is.
- the pivot connection 7 may be formed in particular as an undercut tongue and groove connection.
- the swivel angle may in particular have a symmetrical swivel range, in which two connected by the pivot connection 7
- Blocks 1 from an aligned center position in both directions are pivotable about the same pivot angle. Such a flush
- the groove 5 and / or the extension 6 is arranged centrally on the respective end face 3, 4.
- the predefinable pivoting angle is at least 10 °, in particular at least 16 °.
- Swing angle here refers to the entire swing angle, ie the sum of the two angles from the center position. It has been shown that such a total minimum pivoting angle is suitable for giving the mobile protective wall 2 the necessary flexibility in the installation.
- the predefinable pivoting angle is a maximum of 40 °, in particular a maximum of 24 °. It has been found that with such a maximum total pivoting angle, the mobile protective wall 2 is sufficiently stable.
- a cross section of the groove 5 and a cross section of the extension 6 along a longitudinal axis of the groove 5 is substantially constant.
- the module 1 can be particularly easy to manufacture, since thereby the pivot connection 7 can be made very simple.
- the clearance may in particular be between 3 mm and 20 mm, particularly preferably between 5 mm and 15 mm. This is done when pivoting the
- Swivel joint 7 no rotation about a defined axis of rotation, but two Blocks 1 connected by the pivot connection 7 can be pivoted until the two blocks 1 abut one another at at least two points.
- the groove 5 and the extension 6 for example, have a polygonal cross-section, and still be mutually pivotable.
- a particularly simple assembly and disassembly of the mobile protective wall 2 is further possible, since the extension 6 is canted less frequently during insertion or removal into or out of the groove 5.
- the pivot connection 7 can still be easily loosened when dismantling and then separated.
- the groove 5 is a substantially
- correspondingly formed extension 6 also have a circular segment-shaped cross-section. This form has proven to be particularly beneficial
- this shape is particularly durable, since there are hardly any edges and projections, which can be worn or knocked off.
- the first end face 3 and the second end face 4 can in particular be designed in such a way that, when a maximum pivoting angle is reached, two abutment surfaces arranged adjacent to the groove 5 and the extension 6 8,9,10,1 1 abut each other and prevent further pivoting.
- the groove 5 is arranged between a first stop surface 8 and a second stop surface 9 of the first end face 3, and that the first stop surface 8 and the second stop surface
- Stop surface 9 may in particular be flat, wherein the first stop surface 8 and the second stop surface 9 in particular may be tilted at an angle to each other, which corresponds to the maximum pivot angle.
- Stop surface 10 and a fourth stop surface 11 of the second end face 4 is arranged, and that the third stop surface 10 and the fourth stop surface 11 are arranged wedge-shaped.
- Stop surface 11 may in particular be flat, wherein the third stop surface
- This configuration of the stop surfaces 8,9,10,11 has the advantage that at the maximum pivot angle, the stop surfaces 8,9,10,11 can rest on a large area, whereby the force can be applied over a large area.
- Two blocks, which are pivoted relative to each other at the maximum pivoting angle, with stop surfaces 8, 9, 10, 11 formed in this way are shown by way of example in FIG.
- the stop surfaces 8,9, 10,11 may be rounded.
- the module 1 may in particular be formed from a cast material, particularly preferably concrete. Concrete has the advantage that the module 1 is economical to manufacture in that concrete has a good corrosion resistance, and that the high density of the concrete, the block 1 by its own weight can withstand a water pressure well.
- the mass of the module 1 is between 10 kg and 25 kg, in particular between 15 kg and 20 kg.
- the weight is often sufficient to the block. 1 already in slightly flooded areas.
- Another advantage is that a building block 1 made of a conventional concrete with such a mass after 24 hours often already sufficiently cured for use. Due to the usual in a flood early warning, it is therefore advantageously sufficient to produce the blocks 1 only when needed, whereby a complex stockpiling is not necessary.
- the module 1 is formed substantially cuboid.
- a length of the module 1 may in particular be between 20 cm and 40 cm.
- a height and / or a width of the module 1 may in particular be between 10 cm and 20 cm. With these sizes, a good manual handling of the individual components 1 is possible.
- a substantially equal to the groove 5 of the first end face 3 formed further groove 13 is arranged on a first longitudinal side 12 of the module 1.
- the longitudinal axis of the groove 5 and a longitudinal axis of the further groove 13 may in particular be parallel.
- the first longitudinal side 12 of the module 1 can be the long side facing away from the flood at the intended operating position.
- a module 1 can be T-shaped connected to a number 19 frontally coupled modules 1, and so form a side support 20 in the mobile protective wall 2, without additional differently shaped parts are necessary.
- Such a lateral support 20 is shown by way of example in FIGS. 7, 8, 13 and 14.
- Long side 21 is provided to be facing the flood in the operating position. As a result, the risk of flopping in the mobile protective wall 2, be kept low.
- FIGS. 4 to 6 show how a plurality of components 1 can be connected to form a single-layer row 19, the height of the mobile protective wall 2 corresponding to the height of the components 1.
- a mobile protective wall 2 can for example already be used at a low flood height.
- not all reference numerals are shown in these figures.
- superimposed building blocks 1 are arranged in alignment. Unlike an overlapping design with overlapping building blocks, like these
- pivoting ability of the pivotal connection 7 is not limited, creating a stable but the floor following mobile protective wall 2 can be built.
- a bottom 14 of the module 1 is formed corresponding to a top 15 of the module 1, wherein the top 15 to form a positive connection with the bottom 14 having module 1 at a parallel to the top 15, and in particular transversely is formed to a longitudinal extent of the block 1, acting shear force.
- the underside 14 and the top 15 have a plurality of bulges and depressions, which are intended to interengage and thus form a positive connection at a shear force occurring. As a result, it can be prevented that the overlying component 1 is separated from the underlying component 1 by the water pressure.
- the upper side 15 of the module 1 and the underside of the module 1 each have one, in particular in one
- a step 16 means in this context that the top 15 and the
- Bottom 14 of the block 1 each have exactly one step 16 which is positively against a force of gravity in one direction, but at a gravity in an opposite direction releases the movement.
- the stage 16 may in this case also be designed in several parts, ie consist of several individual stages, but which act together as a single stage 16.
- the step 16 viewed in the longitudinal extension of the module 1 can be designed as a sawtooth profile.
- the steps 16 may in particular extend continuously from the first end face 3 to the second end face 4.
- a shoulder of the step 16 parallel to the Longitudinal axis of the groove 5 extends.
- FIGS. 1 to 3 Long side 12 points.
- a trained module 1 is shown by way of example in FIGS. 1 to 3.
- a mobile protective wall 2 with two layers of such building blocks 1 is shown by way of example in FIGS. 7 and 8. For the sake of clarity, not all reference numerals in FIGS. 7 and 8 are shown.
- the upper side of the module 1 has a web 17 extending in particular in a longitudinal direction of the module 1, and that the underside 14 of the module 1 has a groove-shaped receptacle 8 for receiving the web 17 of the further module 1.
- superimposed building blocks 1 can be connected to each other according to a spring-groove connection.
- Protective wall 2 becomes more flexible and lighter in construction.
- Such a trained module 1 is shown by way of example in FIGS. 11 and 12.
- FIGS. 13 and 14 Reference numerals in FIGS. 13 and 14 are shown.
- a longitudinal extent of the web 17 is smaller than a longitudinal extension of the module 1, and that the groove-shaped receptacle 18 is closed on both sides.
- the mobility of the superimposed Blocks 1 through the web 17 and the closed on both sides groove-shaped
- the underside 14 and the upper side 15 engage in one another only when the two superimposed building blocks 1 have the same orientation.
- the bottom 14 and the top 15 may be formed such that upon rotation of the module 1 by 180 ° about the longitudinal axis of the groove 5 and / or the longitudinal extent of the block 1, these no longer intermesh.
- the step 16 may be off-center.
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ATA394/2014A AT515086B1 (en) | 2014-05-22 | 2014-05-22 | Building block for forming a mobile protective wall for flood protection |
PCT/AT2015/000071 WO2015176084A1 (en) | 2014-05-22 | 2015-05-11 | Module for forming a mobile protective wall for flood protection |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3146111A1 true EP3146111A1 (en) | 2017-03-29 |
EP3146111B1 EP3146111B1 (en) | 2020-07-29 |
Family
ID=53373152
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP15734054.8A Active EP3146111B1 (en) | 2014-05-22 | 2015-05-11 | Module for forming a mobile protective wall for flood protection |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP3146111B1 (en) |
AT (1) | AT515086B1 (en) |
WO (1) | WO2015176084A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2624702A (en) * | 2022-11-28 | 2024-05-29 | Ecoshape Ltd | A flood defence block |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB201815813D0 (en) * | 2018-09-28 | 2018-11-14 | Lock A Block N I Ltd | Modular building block apparatus |
CN109680649A (en) * | 2018-12-19 | 2019-04-26 | 长安大学 | A kind of flood protection device |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5536111A (en) * | 1994-09-27 | 1996-07-16 | Doernemann; Jarett | Adjustable erosion control wall |
FR2729684A1 (en) * | 1995-01-23 | 1996-07-26 | Linant Jean Jacques | Barrier block for water retaining wall |
US6394705B1 (en) * | 2000-01-11 | 2002-05-28 | LEFEBVRE GAéTAN | Modular flood containment structure |
EP1985763B1 (en) * | 2007-04-24 | 2012-01-18 | Aeschlimann Hochwasserschutz AG | Flood protection system |
-
2014
- 2014-05-22 AT ATA394/2014A patent/AT515086B1/en active
-
2015
- 2015-05-11 WO PCT/AT2015/000071 patent/WO2015176084A1/en active Application Filing
- 2015-05-11 EP EP15734054.8A patent/EP3146111B1/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2624702A (en) * | 2022-11-28 | 2024-05-29 | Ecoshape Ltd | A flood defence block |
Also Published As
Publication number | Publication date |
---|---|
WO2015176084A1 (en) | 2015-11-26 |
AT515086A4 (en) | 2015-06-15 |
EP3146111B1 (en) | 2020-07-29 |
AT515086B1 (en) | 2015-06-15 |
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