EP2978903B1 - Ground foundation element - Google Patents

Ground foundation element Download PDF

Info

Publication number
EP2978903B1
EP2978903B1 EP14720496.0A EP14720496A EP2978903B1 EP 2978903 B1 EP2978903 B1 EP 2978903B1 EP 14720496 A EP14720496 A EP 14720496A EP 2978903 B1 EP2978903 B1 EP 2978903B1
Authority
EP
European Patent Office
Prior art keywords
sled
ground foundation
elongated
ground
anchor portion
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.)
Active
Application number
EP14720496.0A
Other languages
German (de)
French (fr)
Other versions
EP2978903A1 (en
Inventor
Carsten Aagerup
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
FAM AG Holding ApS
Original Assignee
FAM AG Holding ApS
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by FAM AG Holding ApS filed Critical FAM AG Holding ApS
Priority to PL14720496T priority Critical patent/PL2978903T3/en
Publication of EP2978903A1 publication Critical patent/EP2978903A1/en
Application granted granted Critical
Publication of EP2978903B1 publication Critical patent/EP2978903B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/10Deep foundations
    • E02D27/12Pile foundations
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22Sockets or holders for poles or posts
    • E04H12/2207Sockets or holders for poles or posts not used
    • E04H12/2215Sockets or holders for poles or posts not used driven into the ground
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22Sockets or holders for poles or posts
    • E04H12/2253Mounting poles or posts to the holder
    • E04H12/2261Mounting poles or posts to the holder on a flat base
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22Sockets or holders for poles or posts
    • E04H12/2284Means for adjusting the orientation of the post or pole
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00Fencing, e.g. fences, enclosures, corrals
    • E04H17/14Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/20Posts therefor
    • E04H17/22Anchoring means therefor, e.g. specially-shaped parts entering the ground; Struts or the like

Definitions

  • the current invention relates to a ground foundation element comprising an elongated anchor portion which is arranged to be placed into the ground during installation and which is arranged to establish a firm connection between the elongated anchor portion and the ground.
  • the current invention also relates to a ground foundation assembly suitable for supporting a supported object, for example a vertically aligned post or a pole, said ground foundation assembly comprising: a ground foundation element and a displaceable sled which can be used to adjust the position of the supported object with respect to the ground foundation element.
  • Ground foundations of this kind are well known in the art. These are sometimes called ground anchors. They are often used for supporting poles for signs or lights. In recent years, ground foundations of this kind have also often been used for supporting noise absorbing fences, for example along motor ways. Other applications of ground foundations are also known in the art.
  • a good example of one such prior art ground foundation is the one disclosed in EP 1613821 and in WO 2004/090265 A1 .
  • a ground anchor is disclosed which is first driven into the ground, then the position of the supported element is adjusted by loosening the bolt in the middle of the assembly, positioning the supporting plate and then tightening the screw.
  • the prior art solution however has a number of drawbacks.
  • a second object of the invention is to provide a ground foundation assembly which is better than the prior art.
  • the term "comprises/comprising/comprised of” when used in this specification is taken to specify the presence of stated features, integers, steps or components but does not preclude the presence or addition of one or more other features, integers, steps, components or groups thereof.
  • the ground foundation comprises a first track and a second track, however, this should also include ground foundations with more than two tracks. For example, three tracks or four tracks would also be included as would more than four.
  • the fastening elements have two positions, a locked position and an unlocked position, however, fastening elements having more than two positions should also be included.
  • a fastening element comprising a nut and a bolt would comprise a large number of positions.
  • FIGS 1-11 all show one particular embodiment 1 of a ground foundation assembly according to the invention. It should however be clear to the person skilled in the art, that the ground foundation assembly can be arranged and designed in many different ways while still following the general inventive teaching provided in this specification. Two examples of alternative embodiments are shown in figures 12 and 13 and will be described later on in this specification.
  • the ground foundation assembly 1 comprises a ground foundation element 2 and a displaceable sled 3.
  • An object 4, in this specification called the "supported object” is fastened to the ground foundation assembly via the sled 3.
  • the supported object is an H beam 5 used for supporting, for example, a sign (not shown).
  • a plate 6 is welded to the bottom of the H-beam. The plate 6 is used to connect the H-beam to the ground foundation assembly. In the current embodiment, the plate 6 is connected to the displaceable sled 3.
  • the ground foundation 2 of the ground foundation assembly comprises an elongated anchor portion 10.
  • the elongated anchor portion 10 comprises, in the current embodiment, an H-beam 11.
  • the H-beam has two "end" flanges 12, 13 and a centre flange 14 connecting the two end flanges.
  • "Wings" 15 are in the current embodiment welded to the H-Beam in order to provide more contact area between the ground and the elongated anchor portion once the elongated anchor portion is inserted into the ground. This provides more support for the ground foundation.
  • the use of wings is well known in the art and will not be described in more detail here.
  • the tip 16 of the H-beam When placing the elongated anchor portion of the current embodiment in the ground, the tip 16 of the H-beam is first positioned above the ground surface and then the elongated anchor portion is pressed into the ground along a direction which is parallel to the longitudinal direction of the elongated anchor portion. Depending on the ground in which the anchor portion is to be inserted, the anchor portion could either be pressed into the ground, or pounded into the ground.
  • the elongated anchor portion could be formed in many different ways. In one example, it could be formed as a helix which is "screwed" into the ground. In another example, it could be formed as a hollow cylindrical tube. In another example, it could be formed as a square channel. In all embodiments, wings could be used or not. Many other possibilities exist.
  • the elongated anchor portion is arranged to be "placed" into the ground.
  • placed should be understood quite broadly and should cover anchors which are placed in a hole in the ground and then covered and it should also cover anchors which are "driven” into the ground.
  • driven should be understood quite broadly. The term driven should cover the actions of for example pressing, pounding and screwing.
  • a displaceable sled 3 is provided at the top of the ground foundation element 2.
  • the function of the sled is to allow adjustment of the position of the supported element with respect to the elongated anchor portion.
  • two elongated flanges or blocks 20, 21 with through-going slots 22, 23 are welded to either end flange 12, 13 of H-beam. These two blocks with slots form "elongated tracks".
  • a first elongated block 20 is then arranged on a first side of this plane and a second elongated block 21 is arranged on a second side of this plane. In each block a through-going slot 22, 23 is machined.
  • the two slots 22, 23 are arranged parallel with respect to each other and are offset from each other.
  • the two slots are offset from each other along a vector which is perpendicular to the longitudinal axes of the slots, and perpendicular to the described plane.
  • the offset distance from the described plane to the slots is essentially the same for both slots. It could also be said that in the current embodiment the centre plane of the slots is parallel to the longitudinal axis of the elongated anchor portion.
  • the "sled" 3 of the current embodiment comprises two slots 25,26.
  • the two slots 25,26 are arranged collinear.
  • the two slots of the sled are arranged such that they can be aligned with the two slots 22, 23 in the elongated blocks 20, 21 fastened to the H beam of the elongated anchor portion.
  • a first bolt 27 can then be placed through the first slot 22 in the anchor portion and the first slot 25 in the sled and a second bolt 28 can be placed through the second slot 23 in the anchor portion and the second slot 26 in the sled. Due to the slots, the sled can be displaced both in a direction parallel to the axis of the slots in the anchor portion and parallel to the direction of the slots in the sled.
  • the sled can be angled with respect to the anchor portion. When nuts are placed on the bolts and the nuts are tightened, the sled becomes locked in position with respect to the anchor portion. It can therefore be considered that the bolts and nuts are fastening elements having two modes, a first unlocked mode where the sled can displace and a second locked mode where the sled cannot displace.
  • a “washers” plate 30 is provided.
  • the washer plate in the current embodiment is provided with two holes 31, 32 which are large enough for the bolts 27, 28 to pass through, but smaller than the head of the bolts and the nuts used with the bolts.
  • the "washer” plate has the same function as a typical washer, but is stronger than a typical washer since the washer plate supports both bolts instead of just one bolt.
  • the use of a washer plate also permits the openings in the sled 3 to be significantly oversized with respect to the diameter of the bolts used to fasten the sled to the ground foundation element.
  • slots are used which have an inner width which is essentially identical to the outer diameter of the bolts used.
  • the sled 3 furthermore is provided with four nuts 35 which are welded onto the sled.
  • a bolt 36 can then be placed in this nut and through the plate 6 of the supported element 4. Via the use of double nuts 37 on the bolt 36, the vertical position of the plate 6 with respect to the sled can be adjusted.
  • the sled is provided with openings when delivered from the factory.
  • the sled is provided from the factory without any openings.
  • the ground foundation element is first placed in the ground, then the sled is placed on the ground foundation element and the desired location of the sled is determined. Markings are then made on the sled which identify the locations of the openings necessary to align with the slots of the ground foundation element. The openings are then machined into the sled. In this way, the openings are provided at the correct location.
  • the ground foundation assemblies are to be installed, it might be advantageous to mark the desired locations of the openings on the sled and then move the sled to a separate location where machinery is provided to machine the openings.
  • the machined sled can then be returned to the location of the installed ground foundation element and mounted thereon. This might be relevant in situations where the ground foundations are to be installed in an environment where machining of the sled is difficult, for example in environments of cold temperatures or poor weather.
  • the openings could be machined slightly larger than necessary to absorb any tolerances in the precision of the location markings.
  • the slots 22,23 made in the blocks could be dimensioned such that one of the flat sides of the head of the bolt which is placed through the slot comes to rest against the side of the end flange 12,13 of the H-Beam 11. In this way, the head of the bolt is prevented from turning and a wrench or other form of holding tool is not necessary for holding the bolt from turning during tightening of the nut on the bolt.
  • This effect could also be provided in other ways, for example by machining a groove (not shown) in the bottom of the block comprising the slot which is just wide enough to accept the head of the bolt.
  • FIG 12 shows a second embodiment 200 of a ground foundation assembly.
  • Most of the details of the second embodiment 200 are the same as the first embodiment 1.
  • the main difference is that instead of a U shaped sled 3 with nuts welded into the flanges of the sled as was the case with the first embodiment, in the second embodiment 200, a sled is provided which is the form of a flat plate 201.
  • Bolts 202 are bolted into threaded openings in the plate 201 or are welded into the plate 201. Or nuts 203 are welded onto the plate 201.
  • traditional washers 204 are used, however a washer plate could also be used.
  • FIG. 13 shows a schematic view of a third embodiment 300 of a ground foundation assembly.
  • the main difference is that the elongated tracks of the ground foundation element are C-channels 301, 302 instead of flanges with through-going slots.
  • Figures 14 and 15 show a fourth embodiment 400 of a ground foundation assembly.
  • the fourth embodiment is very similar to the second embodiment which is shown in figure 12 .
  • the embodiment of figures 14 and 15 is also very similar to the first embodiment described above, and as such the fourth embodiemnt will not be described in great detail here.
  • the block 401 shown with dotted lines is optional and not necessary, but can be useful in certain cases.
  • the block is in one embodiment made from an elastic material which can absorb any motion between the foundation and the element 402 mounted on the foundation. This can be useful in cases where the bolts in the foundation are not very precise to allow the structure to absorb any tolerances in geometry, or in cases where there element mounted on the foundation is exposed to frequent shock loading. It also allows the bolts to be prestressed and tightened against the elastic block.
  • the fourth embodiment will not be provided here since it is assumed that the person skilled in the art will be able to identify the different elements shown in the figures and understand their function. It should however be stated that the element 402 mounted on the foundation has been shortened to fit onto the page. In real life, the element would most likely be longer. Furthermore, the bottom of the ground foundation element 403 has been cut off to allow the figures to fit on the page. The bottom of the ground foundation element can assume many different shapes and sizes as will be known to the person skilled in the art. One example of a suitable bottom portion is shown in figures 4 and 6 where a similar ground foundation element is shown.
  • the ground foundation element 403 is comprised of a H-beam (or I-beam) 404 which is symmetric.
  • the side of the H-beam which is not seen in the figures is the same as the side which is seen in the figures.
  • the H-beam has an extra flange 405 attached to it to extend the flange of the H-beam.
  • a similar extra flange is also attached on the other side of the H-beam but cannot be seen due to the angle of the figures.
  • the ground foundation element 403 is similar to the ground foundation element 2 shown in figures 4 and 6 .
  • the main difference being the shape of the top part of the ground foundation element.
  • the top portion 406 is arranged as a flat plate 407 with two slots 408,408. The flat plate is welded onto the end of the H-beam.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Foundations (AREA)

Description

  • The current invention relates to a ground foundation element comprising an elongated anchor portion which is arranged to be placed into the ground during installation and which is arranged to establish a firm connection between the elongated anchor portion and the ground.
  • The current invention also relates to a ground foundation assembly suitable for supporting a supported object, for example a vertically aligned post or a pole, said ground foundation assembly comprising: a ground foundation element and a displaceable sled which can be used to adjust the position of the supported object with respect to the ground foundation element.
  • Description of related art
  • Ground foundations of this kind are well known in the art. These are sometimes called ground anchors. They are often used for supporting poles for signs or lights. In recent years, ground foundations of this kind have also often been used for supporting noise absorbing fences, for example along motor ways. Other applications of ground foundations are also known in the art.
  • A good example of one such prior art ground foundation is the one disclosed in EP 1613821 and in WO 2004/090265 A1 . In this document a ground anchor is disclosed which is first driven into the ground, then the position of the supported element is adjusted by loosening the bolt in the middle of the assembly, positioning the supporting plate and then tightening the screw. The prior art solution however has a number of drawbacks.
  • Summary of the invention
  • It is therefore a first object of the invention to provide a ground foundation element which is better than the prior art.
  • A second object of the invention is to provide a ground foundation assembly which is better than the prior art.
  • This is provided via the features of the characterizing portion of claim 1. Additional beneficial features are provided in the dependent claims.
  • It should be emphasized that the term "comprises/comprising/comprised of" when used in this specification is taken to specify the presence of stated features, integers, steps or components but does not preclude the presence or addition of one or more other features, integers, steps, components or groups thereof. For example in the claims it is stated that the ground foundation comprises a first track and a second track, however, this should also include ground foundations with more than two tracks. For example, three tracks or four tracks would also be included as would more than four. Another example is that in the claims it is stated that the fastening elements have two positions, a locked position and an unlocked position, however, fastening elements having more than two positions should also be included. For example a fastening element comprising a nut and a bolt would comprise a large number of positions.
  • Brief description of the drawings
    • Figure 1 shows a perspective top side view of a first embodiment of a ground foundation assembly according to the invention with a supported object mounted on the foundation.
    • Figure 2 shows a close-up view of the area marked with II in figure 1.
    • Figure 3 shows a side view of the area marked with II in figure 1.
    • Figure 4 shows a perspective top side view of a ground foundation assembly according to the invention without any supported object.
    • Figure 5 shows a close-up view of the area marked with V in figure 4.
    • Figure 6 shows an exploded perspective top side view of the embodiment of the ground foundation assembly shown in figure 1.
    • Figure 7 shows a top view of the ground foundation element of figure 1.
    • Figure 8 shows a side view of the ground foundation element of figure 1.
    • Figures 9, 10 and 11 show respectively front, side and top views of the sled of the ground foundation assembly shown in figure 1.
    • Figure 12 shows a second embodiment of a ground foundation assembly according to the current invention.
    • Figure 13 shows a third embodiment of a ground foundation assembly according to the current invention.
    • Figure 14 shows a fourth embodiment of a ground foundation assembly according to the current invention.
    • Figure 15 shows an exploded view of the embodiment of figure 14.
  • In the following, the invention will be described in greater detail with reference to embodiments shown by the enclosed figures. It should be emphasized that the embodiments shown are used for example purposes only and should not be used to limit the scope of the invention.
  • Detailed description of the embodiments
  • Figures 1-11 all show one particular embodiment 1 of a ground foundation assembly according to the invention. It should however be clear to the person skilled in the art, that the ground foundation assembly can be arranged and designed in many different ways while still following the general inventive teaching provided in this specification. Two examples of alternative embodiments are shown in figures 12 and 13 and will be described later on in this specification.
  • In the figures the ground foundation assembly 1 comprises a ground foundation element 2 and a displaceable sled 3. An object 4, in this specification called the "supported object" is fastened to the ground foundation assembly via the sled 3. In this embodiment the supported object is an H beam 5 used for supporting, for example, a sign (not shown). A plate 6 is welded to the bottom of the H-beam. The plate 6 is used to connect the H-beam to the ground foundation assembly. In the current embodiment, the plate 6 is connected to the displaceable sled 3.
  • The ground foundation 2 of the ground foundation assembly comprises an elongated anchor portion 10. The elongated anchor portion 10 comprises, in the current embodiment, an H-beam 11. The H-beam has two "end" flanges 12, 13 and a centre flange 14 connecting the two end flanges. "Wings" 15 are in the current embodiment welded to the H-Beam in order to provide more contact area between the ground and the elongated anchor portion once the elongated anchor portion is inserted into the ground. This provides more support for the ground foundation. The use of wings is well known in the art and will not be described in more detail here.
  • When placing the elongated anchor portion of the current embodiment in the ground, the tip 16 of the H-beam is first positioned above the ground surface and then the elongated anchor portion is pressed into the ground along a direction which is parallel to the longitudinal direction of the elongated anchor portion. Depending on the ground in which the anchor portion is to be inserted, the anchor portion could either be pressed into the ground, or pounded into the ground.
  • It should be obvious to the person skilled in the art that the elongated anchor portion could be formed in many different ways. In one example, it could be formed as a helix which is "screwed" into the ground. In another example, it could be formed as a hollow cylindrical tube. In another example, it could be formed as a square channel. In all embodiments, wings could be used or not. Many other possibilities exist.
  • In the claims it is currently specified that the elongated anchor portion is arranged to be "placed" into the ground. The term "placed" should be understood quite broadly and should cover anchors which are placed in a hole in the ground and then covered and it should also cover anchors which are "driven" into the ground. The term "driven" should be understood quite broadly. The term driven should cover the actions of for example pressing, pounding and screwing.
  • At the top of the ground foundation element 2, a displaceable sled 3 is provided. The function of the sled is to allow adjustment of the position of the supported element with respect to the elongated anchor portion. In a perfect world, it would be possible to place the foundation exactly at the correct position and correct angular orientation. In this perfect world, no adjustment would typically be needed. However in the real world, it is difficult to place the foundation at the exact right location and/or angular orientation. For example, if there is a large rock underground in the path of the anchor portion, then the entire foundation will be shifted in position and orientation from the desired one.
  • In order to provide the possibility of adjustment, in this embodiment two elongated flanges or blocks 20, 21 with through-going slots 22, 23 are welded to either end flange 12, 13 of H-beam. These two blocks with slots form "elongated tracks". In the current embodiment, one could imagine a plane which went down the plane of symmetry of the H-beam and was perpendicular to the centre flange 14 of the H beam. In the current embodiment this plane is also parallel to the longitudinal centre axis of the elongated anchor portion. A first elongated block 20 is then arranged on a first side of this plane and a second elongated block 21 is arranged on a second side of this plane. In each block a through-going slot 22, 23 is machined. This can be seen best in figure 6. The two slots 22, 23 are arranged parallel with respect to each other and are offset from each other. In the current embodiment, the two slots are offset from each other along a vector which is perpendicular to the longitudinal axes of the slots, and perpendicular to the described plane. Furthermore, in the current embodiment, it can be seen that the offset distance from the described plane to the slots is essentially the same for both slots. It could also be said that in the current embodiment the centre plane of the slots is parallel to the longitudinal axis of the elongated anchor portion.
  • The "sled" 3 of the current embodiment comprises two slots 25,26. In the current embodiment the two slots 25,26 are arranged collinear. The two slots of the sled are arranged such that they can be aligned with the two slots 22, 23 in the elongated blocks 20, 21 fastened to the H beam of the elongated anchor portion. A first bolt 27 can then be placed through the first slot 22 in the anchor portion and the first slot 25 in the sled and a second bolt 28 can be placed through the second slot 23 in the anchor portion and the second slot 26 in the sled. Due to the slots, the sled can be displaced both in a direction parallel to the axis of the slots in the anchor portion and parallel to the direction of the slots in the sled. Furthermore, the sled can be angled with respect to the anchor portion. When nuts are placed on the bolts and the nuts are tightened, the sled becomes locked in position with respect to the anchor portion. It can therefore be considered that the bolts and nuts are fastening elements having two modes, a first unlocked mode where the sled can displace and a second locked mode where the sled cannot displace.
  • In order to ensure a tight connection between the sled and the ground foundation portion, a "washers" plate 30 is provided. The washer plate in the current embodiment is provided with two holes 31, 32 which are large enough for the bolts 27, 28 to pass through, but smaller than the head of the bolts and the nuts used with the bolts. In this way, the "washer" plate has the same function as a typical washer, but is stronger than a typical washer since the washer plate supports both bolts instead of just one bolt. The use of a washer plate also permits the openings in the sled 3 to be significantly oversized with respect to the diameter of the bolts used to fasten the sled to the ground foundation element. In the current embodiment slots are used which have an inner width which is essentially identical to the outer diameter of the bolts used. However, with the use of a washer plate as shown in the figures, instead of slots, one could also use holes which are much larger than the diameter of the bolts. In this way, adjustment would also be possible in multiple directions. It should be noted that depending on the geometry of the slots or openings in the sled, traditional washers could be used instead of a washer plate.
  • The sled 3 furthermore is provided with four nuts 35 which are welded onto the sled. A bolt 36 can then be placed in this nut and through the plate 6 of the supported element 4. Via the use of double nuts 37 on the bolt 36, the vertical position of the plate 6 with respect to the sled can be adjusted. In the current embodiment, there are four bolts which support the plate 6, and by adjusting the vertical offset between the plate and the sled at these four locations, the vertical alignment of the supported object can be adjusted. This form of adjustment of the alignment of the supported object is known from the prior art and won't be described in more detail here.
  • In the above description, it has been assumed that the sled is provided with openings when delivered from the factory. However, it could also be imagined that the sled is provided from the factory without any openings. During assembly, the ground foundation element is first placed in the ground, then the sled is placed on the ground foundation element and the desired location of the sled is determined. Markings are then made on the sled which identify the locations of the openings necessary to align with the slots of the ground foundation element. The openings are then machined into the sled. In this way, the openings are provided at the correct location. Depending on the location where the ground foundation assemblies are to be installed, it might be advantageous to mark the desired locations of the openings on the sled and then move the sled to a separate location where machinery is provided to machine the openings. The machined sled can then be returned to the location of the installed ground foundation element and mounted thereon. This might be relevant in situations where the ground foundations are to be installed in an environment where machining of the sled is difficult, for example in environments of cold temperatures or poor weather. When using a washer plate as described above, the openings could be machined slightly larger than necessary to absorb any tolerances in the precision of the location markings.
  • It can also be mentioned, that in one embodiment (not shown), the slots 22,23 made in the blocks could be dimensioned such that one of the flat sides of the head of the bolt which is placed through the slot comes to rest against the side of the end flange 12,13 of the H-Beam 11. In this way, the head of the bolt is prevented from turning and a wrench or other form of holding tool is not necessary for holding the bolt from turning during tightening of the nut on the bolt. This effect could also be provided in other ways, for example by machining a groove (not shown) in the bottom of the block comprising the slot which is just wide enough to accept the head of the bolt.
  • Figure 12 shows a second embodiment 200 of a ground foundation assembly. Most of the details of the second embodiment 200 are the same as the first embodiment 1. The main difference is that instead of a U shaped sled 3 with nuts welded into the flanges of the sled as was the case with the first embodiment, in the second embodiment 200, a sled is provided which is the form of a flat plate 201. Bolts 202 are bolted into threaded openings in the plate 201 or are welded into the plate 201. Or nuts 203 are welded onto the plate 201. As can be seen from the figures, in this embodiment instead of a washer plate, traditional washers 204 are used, however a washer plate could also be used.
  • Figure 13 shows a schematic view of a third embodiment 300 of a ground foundation assembly. In this embodiment, the main difference is that the elongated tracks of the ground foundation element are C- channels 301, 302 instead of flanges with through-going slots.
  • Figures 14 and 15 show a fourth embodiment 400 of a ground foundation assembly. The fourth embodiment is very similar to the second embodiment which is shown in figure 12. As with the embodiment of figure 12, the embodiment of figures 14 and 15 is also very similar to the first embodiment described above, and as such the fourth embodiemnt will not be described in great detail here.
  • One feature to note in the drawings is the block 401 shown with dotted lines. This block is optional and not necessary, but can be useful in certain cases. The block is in one embodiment made from an elastic material which can absorb any motion between the foundation and the element 402 mounted on the foundation. This can be useful in cases where the bolts in the foundation are not very precise to allow the structure to absorb any tolerances in geometry, or in cases where there element mounted on the foundation is exposed to frequent shock loading. It also allows the bolts to be prestressed and tightened against the elastic block.
  • Further details of the fourth embodiment will not be provided here since it is assumed that the person skilled in the art will be able to identify the different elements shown in the figures and understand their function. It should however be stated that the element 402 mounted on the foundation has been shortened to fit onto the page. In real life, the element would most likely be longer. Furthermore, the bottom of the ground foundation element 403 has been cut off to allow the figures to fit on the page. The bottom of the ground foundation element can assume many different shapes and sizes as will be known to the person skilled in the art. One example of a suitable bottom portion is shown in figures 4 and 6 where a similar ground foundation element is shown.
  • It should also be noted that figures 14 and 15 do not show the ground foundation assembly from all angles. However, the person skilled in the art should be able to understand the rest of the shape of the elements from his or her technical knowledge. For example, the ground foundation element 403 is comprised of a H-beam (or I-beam) 404 which is symmetric. The side of the H-beam which is not seen in the figures is the same as the side which is seen in the figures. Furthermore, the H-beam has an extra flange 405 attached to it to extend the flange of the H-beam. A similar extra flange is also attached on the other side of the H-beam but cannot be seen due to the angle of the figures. In general, the ground foundation element 403 is similar to the ground foundation element 2 shown in figures 4 and 6. The main difference being the shape of the top part of the ground foundation element. In this fourth embodiment, the top portion 406 is arranged as a flat plate 407 with two slots 408,408. The flat plate is welded onto the end of the H-beam.
  • It is to be noted that the figures and the above description have shown the example embodiments in a simple and schematic manner. Many of the specific mechanical details have not been shown since the person skilled in the art should be familiar with these details and they would just unnecessarily complicate this description. For example, the details of the welding processes used and the forming operations used have not been described in detail. However it is maintained that the person skilled in the art would be able to provide these details.

Claims (10)

  1. A ground foundation element (2) comprising
    a. an elongated anchor portion (10) which is arranged to be placed into the ground during installation and which is arranged to establish a firm connection between the elongated anchor portion and the ground,
    characterized in that said ground foundation element further comprises:
    b. a first elongated track (20,22) fixed to the elongated anchor portion on one side of a plane comprising the longitudinal centre axis of the elongated anchor portion,
    c. a second elongated track (21,23) fixed to the elongated anchor portion on the other side of said plane, and wherein
    d. said first and second elongated tracks are arranged essentially parallel to each other and offset from each other in a direction which is perpendicular to the longitudinal axes of the first and second elongated tracks and which is perpendicular to said plane.
  2. A ground foundation element (2) according to claim 1, characterized in that said first and second elongated tracks are slots (22,23) passing through a first and a second flange element (20,21), said first and second flange elements being fixed to the elongated anchor portion (10).
  3. A ground foundation assembly (1) suitable for supporting a supported object (4), for example a vertically aligned post (5) or a pole, said ground foundation assembly comprising:
    a. a ground foundation element (2) according to claim 1 or 2,
    b. a sled (3) comprising a first and a second opening (25,26),
    c. a first fastening element (27) which passes through the first opening (25) in the sled and which is engaged with the first elongate track (20,22),
    d. a second fastening element (28) which passes through the second opening (26) in the sled and which is engaged with the second elongate track (21,23), and wherein
    e. said first and second fastening elements (27,28) are arranged to have two modes, an unlocked mode where the fastening elements are slideably engaged with their respective tracks and a locked mode where the fastening elements are fixedly engaged with their respective tracks such in the unlocked mode the sled is able to displace with respect to the elongated anchoring portion and in the locked mode the sled is fixed in position with respect to the elongated anchoring portion.
  4. A ground foundation assembly (1) according to claim 3, characterized in that the assembly further comprises a washer plate (30) with a first opening (31) and a second opening (32), said washer plate being arranged above the sled (3) and the first fastening element (27) passing through the first opening (31) of the washer plate and the second fastening element (28) passing through the second opening (32) of the washer plate.
  5. A ground foundation assembly (1) according to claim 3 or 4, characterized in that said first and second openings (25,26) in the sled (3) are elongated slots.
  6. A ground foundation assembly according to claim 3, characterized in that the first and second openings in the sled are at least twice as large as the diameter of the portion of the respective fastening element passing through the first and second openings.
  7. A ground foundation assembly (1) according to any one of claims 3 to 6, characterized in that each of said first and second fastening elements (27,28) comprise a bolt and a nut.
  8. A ground foundation assembly (1) according to any one of claims 3-7, characterized in that the sled (3) comprises a mounting element (35,36) via which the supported element (4) can be mounted on the sled.
  9. A ground foundation assembly (1) according to claim 8, characterized in that the mounting element (35,36) is arranged to allow the distance between the sled (3) and the supported object (4) to be adjusted.
  10. A ground foundation assembly (1) according to claim 9, characterized in that the sled (3) comprises at least two mounting elements (35,36) which can be adjusted independently of each other, thereby allowing the alignment of the supported object (4) to be adjusted with respect to the sled (3).
EP14720496.0A 2013-03-25 2014-03-25 Ground foundation element Active EP2978903B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL14720496T PL2978903T3 (en) 2013-03-25 2014-03-25 Ground foundation element

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DKPA201370175 2013-03-25
PCT/EP2014/056006 WO2014154721A1 (en) 2013-03-25 2014-03-25 Ground foundation element

Publications (2)

Publication Number Publication Date
EP2978903A1 EP2978903A1 (en) 2016-02-03
EP2978903B1 true EP2978903B1 (en) 2017-05-03

Family

ID=50628760

Family Applications (1)

Application Number Title Priority Date Filing Date
EP14720496.0A Active EP2978903B1 (en) 2013-03-25 2014-03-25 Ground foundation element

Country Status (7)

Country Link
US (2) US20160047137A1 (en)
EP (1) EP2978903B1 (en)
AU (2) AU2014243064A1 (en)
DK (1) DK2978903T3 (en)
ES (1) ES2634225T3 (en)
PL (1) PL2978903T3 (en)
WO (1) WO2014154721A1 (en)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9677274B2 (en) * 2014-10-02 2017-06-13 Board Of Regents Of The Nevada System Of Higher Education On Behalf Of The University Of Nevada, Reno Deconstructable support column structures
DE102015004828A1 (en) * 2015-04-14 2016-10-20 Liebherr-Werk Biberach Gmbh Foundation anchoring for working machine
US10590672B2 (en) * 2017-10-13 2020-03-17 Salesforce.Com, Inc. Post installation bracket
CA180058S (en) * 2018-03-02 2019-03-01 John Rene Spronken Crane base fastener
AT521341B1 (en) * 2018-05-15 2023-10-15 European Trans Energy Gmbh Mounting device for a driven pile
US10851561B2 (en) * 2018-10-26 2020-12-01 ARV Ventures, LLC Structural footer
US10774562B1 (en) * 2019-07-29 2020-09-15 Alumiworks, Inc. Railing anchor
US11088654B2 (en) * 2019-10-15 2021-08-10 Solar Foundations Usa, Inc. Dual pile cap
USD1010159S1 (en) * 2020-07-20 2024-01-02 Robert Tamillow Earthquake foundation brace and shake absorber

Family Cites Families (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USD371209S (en) 1995-04-24 1996-06-25 Royal Building Systems (Cdn) Limited Ridge beam extrusion for a building structure
US5599409A (en) 1995-07-14 1997-02-04 Bridgestone/Firestone, Inc. Radial tire/wheel assembly for high brake heat generated service
ATE311499T1 (en) 1997-05-09 2005-12-15 Trinity Ind Inc CASHBAR POST WITH INTENDED BREAKING POINT FOR RAIL END
US6210066B1 (en) 1998-10-27 2001-04-03 Clifford Dent Breakaway bracket assembly
US6254063B1 (en) 1998-11-04 2001-07-03 Safety By Design, Inc. Energy absorbing breakaway steel guardrail post
US6398192B1 (en) 1999-01-06 2002-06-04 Trn Business Trust Breakaway support post for highway guardrail end treatments
US20020053664A1 (en) * 2000-11-06 2002-05-09 Moore Clarence R. Rubber blockout for guard rail
USD453045S1 (en) 2001-01-10 2002-01-22 Harout Ohanesian Post for a storage shed
US6722821B1 (en) * 2002-01-04 2004-04-20 Howard A. Perko Helice pier post and method of installation
SE525062E5 (en) * 2003-03-11 2020-06-23 Roland Johansson Foundation adjustment device
US7530548B2 (en) * 2004-07-19 2009-05-12 Ochoa Carlos M Releasable highway safety structures
US7654057B2 (en) 2005-08-08 2010-02-02 Sergio Zambelli Anchoring insert for embedding in a concrete component and concrete component provided therewith
WO2008046145A1 (en) 2006-10-18 2008-04-24 Goodcart Pty Ltd Pole assembly and mounting thereof
US7537412B2 (en) 2007-02-09 2009-05-26 Lewis Donald G Breakaway signpost
US8303209B2 (en) * 2007-02-09 2012-11-06 Lewis Donnie G Breakaway signpost adapter
US7878485B2 (en) * 2007-08-21 2011-02-01 Nucor Corporation Roadway guardrail system
US8938923B2 (en) * 2011-06-29 2015-01-27 Oldcastle Precast, Inc. Prefabricated concrete pole base and adjustable connector
US9284744B2 (en) 2012-08-07 2016-03-15 Oldcastle Precast, Inc. Modular concrete pole base
US8925277B2 (en) 2012-11-13 2015-01-06 Glenmartin Holding Co, Llc Composite self supporting tower structure
US8806821B1 (en) * 2013-02-01 2014-08-19 Franklin Brown Tower foundation pillar slab and method of producing such

Also Published As

Publication number Publication date
AU2014243064A1 (en) 2015-10-15
US20160047137A1 (en) 2016-02-18
ES2634225T3 (en) 2017-09-27
USD952192S1 (en) 2022-05-17
AU2018203903A1 (en) 2018-06-21
AU2018203903B2 (en) 2020-05-14
WO2014154721A1 (en) 2014-10-02
DK2978903T3 (en) 2017-08-28
PL2978903T3 (en) 2017-10-31
EP2978903A1 (en) 2016-02-03

Similar Documents

Publication Publication Date Title
AU2018203903B2 (en) Ground foundation element
EP2411586B1 (en) Adjustment system for connections between metal structures
US9394689B2 (en) Tiltable beams for flat roof solar sensor structures
US8528275B2 (en) Ground anchor with adjustable positioning member
US8893444B2 (en) Anchoring system with post angular adjustment
US9182030B2 (en) Slew drive gearbox with spherical adjusting mount
JP2011052487A (en) Adjustable fixing device
EP3320162B1 (en) Assembly for adjustable attachment of pole, beam or similar to a fundament
KR20170094822A (en) Below bridge support having variable anchor socket
CA3076686A1 (en) Clip
JP3609083B1 (en) Construction method of building foundation and joint board for building foundation construction
US20220235568A1 (en) Wall Brace
JP2008291438A (en) Anchor frame
EP1613821B1 (en) Adjustment device for a foundation
JP3184745U (en) Coupling adjustment fitting between foundation beam and steel pipe pile
AU2018203645B2 (en) Connection system
JP2022082479A (en) Anchor bolt support jig and support device
FI70290B (en) LAOSANORDNING FOERETRAEDESVIS FOER I ETT FUNDAMENT PLACERAD STLPE
ES2761652B2 (en) Anchor Systems
JP6605916B2 (en) Bracket, guard fence and method of assembling guard fence
KR100944627B1 (en) Setting frame for column
JPH0130482Y2 (en)
JP2023027483A (en) Liner clamp, and apparatus installation method by the same
KR20090021510A (en) Rail fixing supporter for concrete track
KR20020093208A (en) An install construction of bollard for landscape

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

17P Request for examination filed

Effective date: 20151020

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

DAX Request for extension of the european patent (deleted)
GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20161111

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

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

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: 890145

Country of ref document: AT

Kind code of ref document: T

Effective date: 20170515

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: 602014009377

Country of ref document: DE

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

Effective date: 20170822

REG Reference to a national code

Ref country code: NO

Ref legal event code: T2

Effective date: 20170503

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2634225

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20170927

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20170804

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: 20170503

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: 20170503

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: 20170503

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20170903

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: 20170803

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: 20170503

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: 20170503

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: 20170503

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: 20170503

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: 20170503

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: 20170503

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602014009377

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20170503

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

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 5

26N No opposition filed

Effective date: 20180206

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20180321

Year of fee payment: 5

Ref country code: LU

Payment date: 20180321

Year of fee payment: 5

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20170503

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IE

Payment date: 20180323

Year of fee payment: 5

Ref country code: FR

Payment date: 20180328

Year of fee payment: 5

Ref country code: TR

Payment date: 20180323

Year of fee payment: 5

Ref country code: BE

Payment date: 20180321

Year of fee payment: 5

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: ES

Payment date: 20180424

Year of fee payment: 5

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20180327

Year of fee payment: 5

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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: 20170503

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180331

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180331

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20190325

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: 20190325

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20190331

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: 20190325

Ref country code: MT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180325

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190325

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190325

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190331

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190331

REG Reference to a national code

Ref country code: AT

Ref legal event code: UEP

Ref document number: 890145

Country of ref document: AT

Kind code of ref document: T

Effective date: 20170503

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: 20170503

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20170503

Ref country code: MK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20170503

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: 20140325

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20200728

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: 20170503

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 890145

Country of ref document: AT

Kind code of ref document: T

Effective date: 20190325

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190326

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190325

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 NON-PAYMENT OF DUE FEES

Effective date: 20190325

P01 Opt-out of the competence of the unified patent court (upc) registered

Effective date: 20230529

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 20240320

Year of fee payment: 11

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20240320

Year of fee payment: 11

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 20240320

Year of fee payment: 11

Ref country code: PL

Payment date: 20240318

Year of fee payment: 11

Ref country code: NO

Payment date: 20240322

Year of fee payment: 11

Ref country code: DK

Payment date: 20240326

Year of fee payment: 11