EP3073017A1 - Gabion - Google Patents
Gabion Download PDFInfo
- Publication number
- EP3073017A1 EP3073017A1 EP16160909.4A EP16160909A EP3073017A1 EP 3073017 A1 EP3073017 A1 EP 3073017A1 EP 16160909 A EP16160909 A EP 16160909A EP 3073017 A1 EP3073017 A1 EP 3073017A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- cage
- vertical
- rod
- base
- horizontal
- 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
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0208—Gabions
Definitions
- the present invention relates to a cage for containing and carrying inert material, particularly composed of wire mesh walls, as defined in the preamble of claim 1.
- baskets or cages mainly made of metal, and adapted to be filled with substantially inert materials, such as bricks, rocks, stones and/or pebbles, are known to be used to form retaining bases/walls, embankments or means for retaining unstable banks.
- these cages are composed of several substantially flat surfaces, each consisting of a wire mesh, which are connected together to form a container that will define an inner volume designed to be filled with the material, in use, and an upper opening for loading.
- the cage often has the shape of a parallelepiped, with a base surface and four vertical surfaces or walls, connected to the base at their bottom and to the adjacent vertical walls at their sides, to define an inner volume and form the aforementioned upper opening.
- the vertical walls are known in the art to be connected to the base in various manners.
- Welding methods may be used to connected the surfaces at the adjacent sides otherwise wire elements may be suitably connected around the mesh of both surfaces at the sides.
- EP1505211 discloses a Z-shaped hook for connecting the vertical wall and the base, such that both the first two horizontal rods of the base are encircled.
- the present invention can provide a cage that is able to ensure stability of the structure during loading, unloading and transport, and also to simplify assembly of each individual cage and stacking of a plurality of cages for creating complex structures.
- the cage of the present disclosure is generally designated by numeral 1.
- the cage 1 is composed of several substantially flat surfaces, each consisting of a wire mesh, composed of horizontal and vertical rods in crisscrossed pattern.
- the horizontal and vertical rods of each surface are perpendicular to each other, to form a rectangular wire mesh.
- rod is intended to designate a reinforcing rod, bar or shaft having an elongate shape and a substantially constant, e.g. circular, section, with a diameter ranging from 1 mm to 10 mm.
- the rods are preferably made of galvanized metal, to be thus protected from galvanic corrosion.
- the cage 1 has the shape of a parallelepiped, and comprises a substantially rectangular base 2 and four vertical surfaces or walls 3, each connected to the base 2 at its bottom end 3 and to the two adjacent vertical walls at its respective lateral ends 3b.
- the base 2 comprises a plurality of horizontal rods 2o and a plurality of vertical rods 2v.
- the vertical rods 2v are welded to the horizontal rods 2o and are placed both above and below the horizontal rods 2o to impart strength to the base 2.
- the vertical walls 3 may be also differentiated into long walls 3c and short walls 3d.
- the cage 1 defines an inner volume that is designed to be occupied by the inert material when it is loaded, and an upper opening for loading it.
- each vertical wall 3 and the base 2 at the bottom end 3a is ensured by the provision of one hook 5 for each vertical rod 4 of the vertical wall 3, which may take different forms according to the relevant vertical wall.
- connection is provided by a U-shaped hook 5a, known in the art, for joining each vertical rod 4 to the first vertical rod 2a of the base 2.
- Such U-shaped hook system 5a is also used to join the vertical walls 3 together; according to the present embodiment, the U-shaped hook 5a is provided at the ends of the horizontal rods of the long vertical walls 3c, for connecting each horizontal rod to the first vertical rod of each adjacent short vertical wall 3c.
- a J-like conformation is used for the hook 5b for connecting each vertical rod 4 of the long vertical walls 3c.
- the J-shaped hook 5b comprises a first vertical portion 5c, substantially perpendicular to the base surface, and continues with a first loop 5d which encircles the first horizontal rod 2b of the base 2.
- the first horizontal rod 2b is the outermost rod of all the horizontal rods in the base 2 and is followed by a second horizontal rod 2c and a third horizontal rod 2d, in this order.
- the first loop 5d engages the first horizontal rod 2b and defines a curve at a substantially 90° angle.
- the hook 5d Downstream from the first loop 5d, the hook 5d has a first straight portion 5e, substantially parallel to the support surface.
- support surface is intended to designate, for example, the area of the ground upon which the cage is designed to be placed, or the top surface of a cage upon which an additional cage is stacked to form a barrier and/or a retaining wall.
- the portion 5e extends below the base 2, reaching past the second horizontal rod 2c.
- This first straight portion 5e is useful to impart proper stability to the cage 1 during unloading and assembly, i.e. when no load of inert material is present. Also, it facilitates stacking of a plurality of cages for creating complex structures.
- a second straight portion 5f is provided, which extends in a direction incident on the support surface, to extend above the third horizontal rod 2d.
- the second straight portion 5f has an imaginary projection on the plane normal to the support surface and to the long vertical wall 3c which, with reference to the trigonometric circumference, has an angular coefficient that lies in the second quadrant.
- the second straight portion 5f is inclined to the support surface at an angle ⁇ ranging from 10° e 70°.
- a second loop 5g and a third straight portion 5h are provided for anchoring the long vertical wall 3c to the base 2.
- the loop 5g encircles the aforementioned third horizontal rod 2d.
- the second loop 5g engages the third horizontal rod 2d and defines a curve at a substantially 180° angle.
- the third straight portion 5h extends in a direction incident on the support surface.
- the third straight portion 5h has an imaginary projection on the plane normal to the support surface and to the long vertical wall 3c which, with reference to the trigonometric circumference, has an angular coefficient that lies in the second quadrant.
- the third straight portion 5h is inclined to the support surface by an angle ⁇ which, according to a preferred embodiment, is equal to the aforementioned angle ⁇ , such that the second straight portion 5f and the third straight portion 5h are preferably parallel.
- the angle ⁇ may generally assume values that can be also other (greater or smaller) than those mentioned above for the angle ⁇ .
- the second loop 5g and the third straight portion 5h are designed to ensure safety of the hook 5b and impart optimized structural stability to the cage 1 during loading and transport.
- the cage 1 comprises at least two comb-like hooks 7 comprising a substantially flat quadrangular body 7a extending in a longitudinal direction, and having a top edge 7b and a bottom edge 7c.
- the comb-like hook 7 comprises a plurality of comb teeth 7d, substantially extending the body 7a and bent at least partially into a U shape.
- Each comb-like hook 7 also comprises a plurality of holes 7e formed in the body 7a and longitudinally arranged along such body 7a.
- Each of the two long vertical walls 3c of the cage 1 comprises, as described above, a plurality of horizontal rods 6, including a top horizontal rod 6a characterized by being the farthest rod from the base 2.
- each comb-like hook 7 partially engages the top horizontal rod 6a by the aforementioned U-shaped comb teeth 7d, while the comb-like hook 7 is left free of rotating about the top horizontal bar 6a.
- the cage 1 is lifted by hoist means, not shown, which engage the cage 1 at the holes 7e of the two comb-like hooks 7, the latter assuming thus a position transverse to the support surface.
- the cage 1 Once the cage 1 has been positioned, it is released from the hoist means and the comb-like hooks 7 are rotated to such a position that the body 7a, substantially parallel to the support surface, will rest on the inert material itself or on a closing surface 8, if any.
- these comb-like hooks afford simple and practical transport, and can assume a position that ensures the lack of bulk transverse to the support surface once transport has been completed, thereby allowing a plurality of cages to be stacked one above the other to form complex structures such as barriers and/or retaining walls.
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
Description
- The present invention relates to a cage for containing and carrying inert material, particularly composed of wire mesh walls, as defined in the preamble of
claim 1. - In the field of building and civil works, particular baskets or cages, mainly made of metal, and adapted to be filled with substantially inert materials, such as bricks, rocks, stones and/or pebbles, are known to be used to form retaining bases/walls, embankments or means for retaining unstable banks.
- These cages are installed after having been filled, on site, with inert materials, to create a flexible, permeable and monolithic structure.
- Typically, these cages are composed of several substantially flat surfaces, each consisting of a wire mesh, which are connected together to form a container that will define an inner volume designed to be filled with the material, in use, and an upper opening for loading.
- The cage often has the shape of a parallelepiped, with a base surface and four vertical surfaces or walls, connected to the base at their bottom and to the adjacent vertical walls at their sides, to define an inner volume and form the aforementioned upper opening.
- The vertical walls are known in the art to be connected to the base in various manners.
- Welding methods may be used to connected the surfaces at the adjacent sides otherwise wire elements may be suitably connected around the mesh of both surfaces at the sides.
- Alternatively, various jointing methods have been suggested in which one or more of the horizontal/vertical rods of each wire mesh surface are bent to various shapes, for the bends to be anchored to the closest rods of the adjacent surface.
- This is a simple method to ensure mechanical strength of the cage structure without requiring excessive complexity.
- Nevertheless, these methods of connecting the vertical walls to the case do not ensure adequate stability of the structure as a whole, as the inert material is being unloaded, loaded and carried.
- For example,
EP1505211 discloses a Z-shaped hook for connecting the vertical wall and the base, such that both the first two horizontal rods of the base are encircled. - Nevertheless, this arrangement does not ensure proper stability to the cages during unloading and assembly, and makes it difficult to stack them when forming retaining walls.
- The above described prior art clearly shows manufacturers of cages for containing inert material would strongly need for a structure that obviates the above mentioned problems.
- According to the present invention, this object is fulfilled by a cage for containing inert material as defined in the features of
claim 1. - Within this object, it is important to determine particular shapes for the hooks located at the ends of the vertical rods of the vertical walls, which are useful for connecting the latter to the base of the cage.
- As defined in
claim 1 herein below, the present invention can provide a cage that is able to ensure stability of the structure during loading, unloading and transport, and also to simplify assembly of each individual cage and stacking of a plurality of cages for creating complex structures. - The characteristics and advantages of the present disclosure will appear from the following detailed description of a possible practical embodiment, illustrated as a nonlimiting example in the set of drawings, in which:
-
Figure 1 shows a perspective view of the cage for containing inert material according to the present invention; -
Figure 2 shows the detail of the hook for connecting the vertical walls to the base of the cage according toclaim 1; -
Figure 3 shows a possible embodiment of a hook designed to allow transport of the cage ofFigure 1 ; -
Figure 4 shows a sectional view of the hook ofFigure 3 . - Referring to the aforementioned figures, the cage of the present disclosure is generally designated by
numeral 1. - The
cage 1 is composed of several substantially flat surfaces, each consisting of a wire mesh, composed of horizontal and vertical rods in crisscrossed pattern. - Preferably, the horizontal and vertical rods of each surface are perpendicular to each other, to form a rectangular wire mesh.
- As used herein, the term "rod" is intended to designate a reinforcing rod, bar or shaft having an elongate shape and a substantially constant, e.g. circular, section, with a diameter ranging from 1 mm to 10 mm.
- The rods are preferably made of galvanized metal, to be thus protected from galvanic corrosion.
- The
cage 1 has the shape of a parallelepiped, and comprises a substantially rectangular base 2 and four vertical surfaces orwalls 3, each connected to the base 2 at itsbottom end 3 and to the two adjacent vertical walls at its respective lateral ends 3b. - In the present embodiment, the base 2 comprises a plurality of horizontal rods 2o and a plurality of
vertical rods 2v. - The
vertical rods 2v are welded to the horizontal rods 2o and are placed both above and below the horizontal rods 2o to impart strength to the base 2. - Since the base 2 has a substantially rectangular shape, characterized by two long sides and two short sides, the
vertical walls 3 may be also differentiated into long walls 3c and short walls 3d. - In light of the above, the
cage 1 defines an inner volume that is designed to be occupied by the inert material when it is loaded, and an upper opening for loading it. - Referring to the present exemplary embodiment, the connection between each
vertical wall 3 and the base 2 at the bottom end 3a is ensured by the provision of one hook 5 for eachvertical rod 4 of thevertical wall 3, which may take different forms according to the relevant vertical wall. - At the short walls 3d, connection is provided by a U-shaped hook 5a, known in the art, for joining each
vertical rod 4 to the first vertical rod 2a of the base 2. - Such U-shaped hook system 5a is also used to join the
vertical walls 3 together; according to the present embodiment, the U-shaped hook 5a is provided at the ends of the horizontal rods of the long vertical walls 3c, for connecting each horizontal rod to the first vertical rod of each adjacent short vertical wall 3c. - Advantageously, according to one embodiment of the present invention, a J-like conformation is used for the
hook 5b for connecting eachvertical rod 4 of the long vertical walls 3c. - The J-
shaped hook 5b comprises a firstvertical portion 5c, substantially perpendicular to the base surface, and continues with afirst loop 5d which encircles the firsthorizontal rod 2b of the base 2. - The first
horizontal rod 2b is the outermost rod of all the horizontal rods in the base 2 and is followed by a secondhorizontal rod 2c and a thirdhorizontal rod 2d, in this order. - The
first loop 5d engages the firsthorizontal rod 2b and defines a curve at a substantially 90° angle. - Downstream from the
first loop 5d, thehook 5d has a firststraight portion 5e, substantially parallel to the support surface. - It shall be noted that the term support surface is intended to designate, for example, the area of the ground upon which the cage is designed to be placed, or the top surface of a cage upon which an additional cage is stacked to form a barrier and/or a retaining wall.
- The
portion 5e extends below the base 2, reaching past the secondhorizontal rod 2c. - This first
straight portion 5e is useful to impart proper stability to thecage 1 during unloading and assembly, i.e. when no load of inert material is present. Also, it facilitates stacking of a plurality of cages for creating complex structures. - Downstream from the first
straight portion 5e, a secondstraight portion 5f is provided, which extends in a direction incident on the support surface, to extend above the thirdhorizontal rod 2d. - The second
straight portion 5f, according to the embodiment ofFigure 2 , has an imaginary projection on the plane normal to the support surface and to the long vertical wall 3c which, with reference to the trigonometric circumference, has an angular coefficient that lies in the second quadrant. - Preferably, the second
straight portion 5f is inclined to the support surface at an angle α ranging from 10° e 70°. - A
second loop 5g and a thirdstraight portion 5h are provided for anchoring the long vertical wall 3c to the base 2. Theloop 5g encircles the aforementioned thirdhorizontal rod 2d. - The
second loop 5g engages the thirdhorizontal rod 2d and defines a curve at a substantially 180° angle. - The third
straight portion 5h extends in a direction incident on the support surface. - The third
straight portion 5h, according to the embodiment ofFigure 2 , has an imaginary projection on the plane normal to the support surface and to the long vertical wall 3c which, with reference to the trigonometric circumference, has an angular coefficient that lies in the second quadrant. - The third
straight portion 5h is inclined to the support surface by an angle β which, according to a preferred embodiment, is equal to the aforementioned angle α, such that the secondstraight portion 5f and the thirdstraight portion 5h are preferably parallel. - In light of the above, the angle β may generally assume values that can be also other (greater or smaller) than those mentioned above for the angle α.
- The
second loop 5g and the thirdstraight portion 5h are designed to ensure safety of thehook 5b and impart optimized structural stability to thecage 1 during loading and transport. - Concerning transport, also referring to
Figures 3 and 4 , and according to a preferred embodiment, thecage 1 comprises at least two comb-like hooks 7 comprising a substantially flat quadrangular body 7a extending in a longitudinal direction, and having a top edge 7b and a bottom edge 7c. - At the bottom edge, the comb-like hook 7 comprises a plurality of comb teeth 7d, substantially extending the body 7a and bent at least partially into a U shape.
- Each comb-like hook 7 also comprises a plurality of holes 7e formed in the body 7a and longitudinally arranged along such body 7a.
- Each of the two long vertical walls 3c of the
cage 1 comprises, as described above, a plurality of horizontal rods 6, including a top horizontal rod 6a characterized by being the farthest rod from the base 2. - In light of the above, each comb-like hook 7 partially engages the top horizontal rod 6a by the aforementioned U-shaped comb teeth 7d, while the comb-like hook 7 is left free of rotating about the top horizontal bar 6a.
- During transport, the
cage 1 is lifted by hoist means, not shown, which engage thecage 1 at the holes 7e of the two comb-like hooks 7, the latter assuming thus a position transverse to the support surface. - Once the
cage 1 has been positioned, it is released from the hoist means and the comb-like hooks 7 are rotated to such a position that the body 7a, substantially parallel to the support surface, will rest on the inert material itself or on a closing surface 8, if any. - Therefore, these comb-like hooks afford simple and practical transport, and can assume a position that ensures the lack of bulk transverse to the support surface once transport has been completed, thereby allowing a plurality of cages to be stacked one above the other to form complex structures such as barriers and/or retaining walls.
- Those skilled in the art will obviously appreciate that a number of changes and variants may be made to the above described cage, to fulfill particular requirements, without departure from the scope of the invention, as defined in the following claims.
Claims (9)
- A cage (1) for containing inert material, which comprises a plurality of wire mesh surfaces composed of horizontal and vertical rods in crisscrossed pattern, said plurality of surfaces including a base (2) and vertical walls (3), each of said vertical walls (3) being connected at its bottom end (3a) to said base (2) and to the adjacent vertical walls at its respective lateral ends (3b), to thereby define a space within said cage (1) for containing the inert material, characterized in that each vertical rod (4) of at least one vertical wall (3) has a hook (5b) at said bottom end (3a), which hook comprises:- a vertical portion (5c) substantially perpendicular to the support surface;- a first loop (5d), which extends said vertical portion (5c), to wrap around a first horizontal rod (2b) of said base (2), which is the outermost rod of a plurality of horizontal rods (2o) of said base (2), proximate to an edge of said base (2);- a first straight portion (5e), which extends said first loop (5d), parallel to a support surface and below said base (2) reaching past a second horizontal rod (2c) adjacent to said first horizontal rod (2b);- a second straight portion (5f), which extends said first straight portion (5e) in a direction incident on the support surface, to extend above a third horizontal rod (2d), adjacent to said second horizontal rod (2c);- a second loop (5g), which extends said second straight portion (5f) to wrap around said third horizontal rod (2d).
- A cage (1) as claimed in claim 1, wherein said hook (5b) comprises a third straight portion (5h), which extends said second loop (5g) in a direction incident on the support surface, said third straight portion (5h) being substantially parallel to said second straight portion (5f).
- A cage (1) as claimed in any of the preceding claims, wherein said second straight portion (5f) is inclined to the support surface at an angle α, said angle α ranging from 10° to 70°.
- A cage (1) as claimed in claim 2, wherein said third straight section (5h) is inclined to the support surface at an angle β.
- A cage (1) as claimed in claim 1, wherein each vertical rod (4) of at least one vertical wall (3) has an at least partially U-shaped hook (5a) at said bottom end (3a), for connecting said vertical rod (4) to a first vertical rod (2a) of said base (2), said first vertical rod (2a) being the outermost rod of the vertical rods (2v) of said base (2).
- A cage (1) as claimed in any of the preceding claims, wherein said vertical walls (3) comprise horizontal rods (6), said horizontal rods (6) comprising a top horizontal rod (6a), said top horizontal rod (6a) being the farthest rod from said base (2) of all said horizontal rods (6).
- A cage (1) as claimed in any of the preceding claims, characterized in that it comprises at least one comb-like hook (7).
- A cage (1) as claimed in claim 7, wherein said at least one comb-like hook (7) comprises:- a substantially flat quadrangular body extending in a longitudinal direction, said body (7a) having a top edge (7b) and a bottom edge (7c);- a plurality of comb teeth (7d) extending said body (7a) at said bottom edge (7c) of said body (7a), said comb teeth (7d) having an at least partially U-shaped configuration;- a plurality of holes (7e) formed in said body (7a) and longitudinally arranged along said body (7a).
- A cage (1) as claimed in claim 8, wherein said plurality of comb teeth (7d) at least partially engage said top horizontal rod (6a).
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ITMI20150448 | 2015-03-27 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3073017A1 true EP3073017A1 (en) | 2016-09-28 |
EP3073017B1 EP3073017B1 (en) | 2017-12-13 |
Family
ID=53539778
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP16160909.4A Active EP3073017B1 (en) | 2015-03-27 | 2016-03-17 | Gabion |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP3073017B1 (en) |
MA (1) | MA40429A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2020008136A1 (en) | 2018-07-03 | 2020-01-09 | Terre Armee Internationale | Impact protection system |
IT202000029318A1 (en) * | 2020-12-01 | 2022-06-01 | Metallurgica Ledrense Soc Cooperativa | IMPROVED CONTAINMENT GABION FOR THE CONTAINMENT AND TRANSPORT OF INERT MATERIAL |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE20112979U1 (en) * | 2000-09-08 | 2001-10-25 | Weber Rainer | Stone basket |
EP2581499A1 (en) * | 2011-10-14 | 2013-04-17 | Novaporfidi S.r.l. | Gabion |
-
2016
- 2016-03-16 MA MA040429A patent/MA40429A/en unknown
- 2016-03-17 EP EP16160909.4A patent/EP3073017B1/en active Active
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE20112979U1 (en) * | 2000-09-08 | 2001-10-25 | Weber Rainer | Stone basket |
EP1505211A1 (en) | 2000-09-08 | 2005-02-09 | Legi GmbH | Gabion |
EP2581499A1 (en) * | 2011-10-14 | 2013-04-17 | Novaporfidi S.r.l. | Gabion |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2020008136A1 (en) | 2018-07-03 | 2020-01-09 | Terre Armee Internationale | Impact protection system |
FR3083551A1 (en) * | 2018-07-03 | 2020-01-10 | Terre Armee Internationale | IMPACT PROTECTION SYSTEM |
IT202000029318A1 (en) * | 2020-12-01 | 2022-06-01 | Metallurgica Ledrense Soc Cooperativa | IMPROVED CONTAINMENT GABION FOR THE CONTAINMENT AND TRANSPORT OF INERT MATERIAL |
WO2022118173A1 (en) * | 2020-12-01 | 2022-06-09 | Metallurgica Ledrense Società Cooperativa | An improved containment gabion for containing and carrying inert material |
Also Published As
Publication number | Publication date |
---|---|
EP3073017B1 (en) | 2017-12-13 |
MA40429A (en) | 2017-12-12 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US7837414B2 (en) | Gabions | |
US8632282B2 (en) | Mechanically stabilized earth system and method | |
US7001110B2 (en) | Precast concrete retaining wall | |
WO2005007986A1 (en) | Integral, mixed, structural construction system | |
JP5023371B2 (en) | Stone packed bowl | |
EP3073017B1 (en) | Gabion | |
US20090285639A1 (en) | Soil reinforcing retaining wall anchor | |
US9834949B2 (en) | Prestressed concrete roof for cylindrical tank | |
JP6241325B2 (en) | Levee body, dam body component and method of constructing dam body | |
EP2581499B1 (en) | Gabion | |
US20240093457A1 (en) | An improved containment gabion for containing and carrying inert material | |
US8632281B2 (en) | Mechanically stabilized earth system and method | |
KR200422860Y1 (en) | Gabion for Retaining Wall | |
JP6253920B2 (en) | Structure construction set, method of constructing a structure | |
US20150132070A1 (en) | Mechanically stabilized earth system and method | |
JP2018031257A (en) | Set for structure construction, and method for constructing structure | |
EP2241679A1 (en) | Gabion with closed structure | |
JP7366361B2 (en) | Reinforcing bar spacer, its manufacturing method, and reinforcing bar holding method using the same | |
JP2013108334A (en) | Stone-filled cage with connecting line | |
KR101858557B1 (en) | Reinforced concrete columns with multiple x-type reinforcing bars | |
JP3692461B1 (en) | Shear reinforcement and reinforcement structure | |
US20190368198A1 (en) | Reinforcing bar positioner and method | |
JP2022055434A (en) | Gabion and lifting method thereof | |
KR101258797B1 (en) | Retaining wall and method for constructing the same | |
JP2020139289A (en) | Deck plate |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
AX | Request for extension of the european patent |
Extension state: BA ME |
|
17P | Request for examination filed |
Effective date: 20170222 |
|
RAV | Requested validation state of the european patent: fee paid |
Extension state: MA Effective date: 20170222 Extension state: MD Effective date: 20170222 |
|
RAX | Requested extension states of the european patent have changed |
Extension state: BA Payment date: 20170222 Extension state: ME Payment date: 20170222 |
|
RBV | Designated contracting states (corrected) |
Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20170704 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 954487 Country of ref document: AT Kind code of ref document: T Effective date: 20171215 Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 602016001048 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 3 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MP Effective date: 20171213 |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG4D |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171213 Ref country code: NO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180313 Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171213 Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171213 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171213 Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171213 Ref country code: RS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171213 Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180314 Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180313 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171213 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171213 Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171213 Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171213 Ref country code: CZ Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171213 Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171213 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171213 Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180413 Ref country code: SM Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171213 Ref country code: PL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171213 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 602016001048 Country of ref document: DE |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
VS25 | Lapsed in a validation state [announced via postgrant information from nat. office to epo] |
Ref country code: MD Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171213 |
|
26N | No opposition filed |
Effective date: 20180914 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171213 Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171213 |
|
REG | Reference to a national code |
Ref country code: BE Ref legal event code: MM Effective date: 20180331 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180317 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180317 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180331 Ref country code: SI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171213 |
|
VS25 | Lapsed in a validation state [announced via postgrant information from nat. office to epo] |
Ref country code: MA Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20160317 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180317 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171213 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: UEP Ref document number: 954487 Country of ref document: AT Kind code of ref document: T Effective date: 20171213 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171213 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MK Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20171213 Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20160317 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171213 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20230327 Year of fee payment: 8 Ref country code: AT Payment date: 20230303 Year of fee payment: 8 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: IT Payment date: 20230124 Year of fee payment: 8 Ref country code: GB Payment date: 20230327 Year of fee payment: 8 Ref country code: DE Payment date: 20230329 Year of fee payment: 8 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20230402 Year of fee payment: 8 |
|
P01 | Opt-out of the competence of the unified patent court (upc) registered |
Effective date: 20230808 |