EP3963138A1 - Connection in foundations - Google Patents
Connection in foundationsInfo
- Publication number
- EP3963138A1 EP3963138A1 EP20713541.9A EP20713541A EP3963138A1 EP 3963138 A1 EP3963138 A1 EP 3963138A1 EP 20713541 A EP20713541 A EP 20713541A EP 3963138 A1 EP3963138 A1 EP 3963138A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- elements
- sleeve
- foundation
- peg
- tubular
- 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.)
- Withdrawn
Links
- 239000011230 binding agent Substances 0.000 claims abstract description 36
- 239000000463 material Substances 0.000 claims description 3
- 238000004382 potting Methods 0.000 claims description 3
- 230000001960 triggered effect Effects 0.000 claims description 2
- 238000005452 bending Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 230000007704 transition Effects 0.000 description 5
- 125000006850 spacer group Chemical group 0.000 description 4
- 239000000725 suspension Substances 0.000 description 4
- 238000012423 maintenance Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 238000005304 joining Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000005352 clarification Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000000376 reactant Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
- E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
- E02D5/526—Connection means between pile segments
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/52—Submerged foundations, i.e. submerged in open water
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B10/00—Integration of renewable energy sources in buildings
- Y02B10/30—Wind power
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/728—Onshore wind turbines
Definitions
- the invention relates to a foundation, e.g. B. a pile, for the foundation and / or anchoring of structures, in particular onshore or offshore structures.
- Transition piece connected to each other. Due to economies of scale and ovalization effects, which cause deformation from longitudinal bending from circular to oval, in pipes with large diameters that are stressed both axially and by bending, damage has occurred in a large number of such foundations, especially in connections without welded shear ribs.
- pretensioned screw connections have therefore also increasingly been used in the recent past.
- this type of connection comes up against technical limits, for example in the case of turbine sizes of a wind energy installation with an output of 12 MW and more.
- screw connections require considerable maintenance work over their lifetime in order to achieve the required
- Flange connections have been developed e.g. B. for M36 / M42 screws, and now even up to M72 screws are used. You can also use this type of connection problems arise if the pile is bent. Furthermore, such flange connections are also maintenance-intensive.
- a foundation comprising:
- first element is connectable to the second element such that the first element and the second element are substantially the same
- first element and the second element lying one above the other together form an elongated element
- the first element at one end has at least three sleeve-like elements for receiving at least three peg-like elements
- the second element has the at least three peg-like elements at one end, and when the at least three peg-like elements engage in the at least three sleeve-like elements a binding agent arranged between the respective inner wall of the at least three sleeve-like elements and the respective outer wall of the at least three pin-like elements and / or by frictional engagement between at least one part of the respective inner wall of the at least three sleeve-like elements (3a-3h) and at least one part the each outer wall of the at least three peg-like elements (4a-4h) can be held non-detachably.
- a structure which comprises a physical foundation according to the first aspect.
- Pipe diameters can absorb greater stresses than connections with larger pipe diameters.
- the subject matter is based on the knowledge to distribute loads over several such peg-like elements, which are connected in particular over the entire circumference of a tubular element (e.g. an MP), which is connected to another tubular element (e.g. in TP) are to be distributed.
- a tubular element e.g. an MP
- another tubular element e.g. in TP
- peg-like elements engage in
- tubular elements are arranged a. In this way, occurring loads can be transferred to a large number of "smaller" connections.
- Each of these formed connections is then, for example, less loaded with regard to axial and bending forces than a singular connection, such as a flange connection in the comparison case for the respective pin-like elements (e.g. pin) and
- first and the second element are tubular.
- tubular element is primarily used. It goes without saying that the first and the second element can, however, also have a shape deviating from a tubular shape, for example oval, rectangular, to name just a few non-limiting examples .
- the foundation comprises or consists, for example, of one or more tubular elements (e.g. tubular segments). Forming one or more tubular elements for example a pile (also known as a foundation pile or monopile).
- a structure e.g. offshore and / or onshore can be arranged at the end of the foundation pointing upwards.
- the foundation can for example be in the form of sheet pile walls, sheet pile profiles, in the form of piles, in particular foundation piles for, for example, monopiles or, for example, in the form of, in particular, tubular profiles.
- An offshore and / or onshore structure is, for example, a wind energy installation, an oil rig, a production platform, a transformer and / or
- the combination “and / or” in the sense that it is, for example, an “offshore and / or onshore structure” includes, in particular, a structure that is founded with more than one pile, for example comprises more than one concrete foundation, for example one pile being onshore and another pile of the same structure being offshore.
- the first tubular element represents, for example, a lower tubular segment of a foundation.
- at an end directed or facing towards another tubular element of the foundation at least three sleeve-like elements (e.g. tubes, tubular sleeves, or the like) are arranged.
- the second tubular element represents, for example, an upper tubular segment of a foundation arranged above the first tubular element.
- peg-like elements e.g. peg-like tubes, rods, threaded rods, or like.
- the at least three sleeve-like elements and / or the at least three peg-like elements are permanently connected to the corresponding tubular element of the foundation (e.g. welded on).
- the peg-like elements (e.g. pegs) and / or the sleeve-like elements (e.g. sleeves) can also be attached to the other Element be arranged.
- both one or more peg-like elements (e.g. pegs) and one or more sleeve-like elements (e.g. sleeves) can be or are arranged on the first and / or second element in accordance with all aspects .
- the direction of longitudinal extent extends essentially in the vertical direction.
- the first tubular element and the second tubular element are then arranged lying one above the other in a state established between them.
- the at least three sleeve-like elements are designed in such a way that one of the at least three peg-like elements can be received in their respective cavity.
- a binding agent is arranged that in the joined state between the first and the second tubular element is in direct contact both between a respective one
- peg-like element of the second tubular element as well as a respective sleeve-like element of the first tubular element is a so-called grooved connection between a peg-like element and a sleeve-like element can be produced, for example, by means of the binding agent.
- a pin-like element is held in a non-detachable manner in such a sleeve-like element by means of the binding agent.
- inseparable in the sense of the present subject matter is understood to mean a connection between two elements, in particular a tangible peg-like element and a tangible sleeve-like element, in which the connection can only be detached again by means of additional aids, such as a cutting and / or demolition tool, so so that the elements making the connection cannot resume their original state when the connection made is broken.
- additional aids such as a cutting and / or demolition tool
- a peg-like element z. B. peg
- a peg-like element z. B. peg
- a peg-like element z. B. peg
- a sleeve-like element e.g. sleeve
- a friction lock without the need for potting (e.g. offshore).
- first and the second tubular element are each a large tube or tube segment and each have many (at least three) small tubes (in the case of a sleeve-like element), or plungers, rods, conical bodies (e.g. mandrels) or the like (in the case of a peg-like element).
- the latter are each inserted, for example, into a corresponding plurality (at least three) of smaller tubes.
- an objective non-releasable connection can then be established via the binder, e.g. B. by means of a grouting of the pin-like elements within the sleeve-like elements.
- An exemplary embodiment according to all aspects of the present invention provides that the second element can be arranged above the first element.
- first tubular element can be the upper element in the arranged state instead of the second tubular element sometimes make it difficult to fill in binder.
- an exemplary embodiment according to all aspects of the present invention provides that the second element comprises at least part of a structure at its free end that cannot be connected to the first element.
- the first or the second (e.g. tubular) element is, for example, an MP (monopile).
- the second or the first tubular is then, for example, a TP (transition piece).
- the second tubular element (or the first tubular element for the latter alternative disclosed above) can be a tubular element which is arranged on a structure to be founded.
- a connection is established between the first and the second tubular element.
- This connection then exists, for example, between a monopile and an overlying platform of a structure to be founded.
- this connection between two elements of a pile, e.g. B. exist between an element of an MP and a TP.
- An exemplary embodiment according to all aspects of the present invention provides that the at least three sleeve-like elements and / or the at least three peg-like elements are inextricably arranged at the respective end of the first element and / or the second element.
- the at least three peg-like elements are located on an upper pipe segment, in particular the second (e.g. tubular) element, towards the lower termination in the arranged state
- the at least three sleeve-like elements are, for example, welded to a lower pipe segment, in particular the first (e.g. tubular) element, in the arranged state at its upper end.
- Each of the at least three sleeve-like elements is designed to be open at least on one side (for example towards the top). This is guaranteed for pipe sleeves, for example.
- each of the at least three sleeve-like elements can each receive at least one peg-like element of the second tubular element (here the upper tubular segment).
- the foundation or the first and the second tubular element comprises at least three sleeve-like or pin-like elements, since fewer than three of these elements when there is an acting load such. B. by bending around a (e.g. imaginary)
- An exemplary embodiment according to all aspects of the present invention provides that the at least three sleeve-like elements and / or the at least three pin-like elements are each arranged on the end edge of the first element and / or the second element, so that their respective longitudinal direction is essentially parallel runs to the longitudinal direction of the first element and / or the second element.
- the direction of longitudinal extension of the first (e.g. tubular) element runs in the sense of the article "substantially” parallel to the longitudinal extension direction of the second (e.g. tubular) element.
- first and / or the second element have, for example, a respective wall thickness of approximately 40 mm or more.
- a wall thickness With such a wall thickness, the at least three peg-like elements or the at least three sleeve-like elements can easily be connected to the respective element (e.g. non-detachable).
- the binding agent is a casting material (e.g. a suspension such as a cement suspension) so that the at least three peg-like elements can be routed within the at least three sleeve-like elements.
- a casting material e.g. a suspension such as a cement suspension
- An exemplary embodiment according to all aspects of the present invention provides that the binding agent is arranged in each of the at least three sleeve-like elements before the first element and the second element are brought together, and a reaction of the binding agent is triggered when the first element and the second element are brought together, so that the Binder hardens after joining.
- the binding agent is, for example, a potting material.
- the binding agent is prepared, for example, in such a way that it can be used before the first (e.g.
- tubular element is prepared with the second (e.g. tubular) element in the form of a charge.
- the binder is for example with an airtight and / or
- waterproof cover has such a shape that it can be introduced into the cavity of a sleeve-like element (suitably). Will connect produced between the first tubular element and the second tubular element, when brought together, for example, each of the at least three peg-like elements pierces the cover of the binding agent that was previously (before
- the connection between the first and the second tubular element was introduced into each of the at least three sleeve-like elements.
- the respective peg-like elements pierce the binding agent, so that air and / or water and / or another reactant then penetrates and the binding agent hardens.
- the binding agent enclosed by means of an (for example airtight) cover is, for example, in the form of cartridges which can be inserted into each of the sleeve-like elements.
- the (z. B. airtight) cover ensures that, for example, the binding agent before merging z. B. cannot cure.
- a peg-like element pierces through the airtight cover, for example, so that only then does the binding agent come into contact with water and / or another reaction partner such as oxygen (air) and hardening of the binding agent is or is set in motion as a reaction to the piercing .
- each of the at least three sleeve-like elements has a diameter of less than or equal to 1 m.
- Each of the sleeve-like and pin-like elements itself has, for example, a diameter of less than 1 m (seen as an absolute size).
- the background to this is that the highest stability of a connection produced by means of the binder can then be achieved.
- the peg-like elements each have a diameter which is smaller than the diameter of that sleeve-like element in which the respective peg-like element is received or can be received.
- a pin-like element can for example have a diameter of about 40 mm, so that the sleeve-like element then has an inner diameter between the inner walls of a respective sleeve-like element, which is correspondingly larger to accommodate a pin-like element.
- any of the at least three pin-like elements can be designed as a mandrel, which can be accommodated accordingly in a sleeve-like element each designed as a tube.
- An exemplary embodiment according to all aspects of the present invention provides that at least one (alternatively: the majority, or all) of the at least three peg-like elements is a threaded rod or a reinforcing bar.
- a pin-like element is, for example, alternatively as a threaded rod or as a
- Threaded rod or cone-like element designed as a reinforcing rod has a diameter of about 10 cm or less.
- An exemplary embodiment according to all aspects of the present invention provides that the at least three sleeve-like elements are each spaced from one another.
- Counterparts can also be spaced apart. For example, between the respective sleeve-like elements or pin-like elements
- Spacers can be provided which, for example, enable safe storage or safe transport of the first or second tubular element. Immediately before or after the introduction of binding agent, e.g. B. in the case of greening, the respective spacers can be removed again. The spacers are consequently
- peg-like elements can also be arranged between the sleeve-like elements within the intended distance when the first element is joined to the second element.
- An exemplary embodiment according to all aspects of the present invention provides that the at least three sleeve-like elements are each in contact with one another. This configuration makes it unnecessary to use spacers disclosed above, for example. At the same time, this embodiment represents, for example, the maximum possible number of peg-like or sleeve-like elements used. It is understood that the possible number of peg-like or sleeve-like elements is different.
- An exemplary embodiment according to all aspects of the present invention provides that at least two of the three sleeve-like elements have a different length, so that bringing the first element and the second element together is facilitated.
- the sleeve-like elements protrude to different degrees, for example. This makes threading easier, for example, when establishing a connection between the first and the second (for example tubular) element. It goes without saying that at least one sleeve-like element or at least one peg-like element projects further than the other sleeve-like elements encompassed by the first or second tubular element
- An exemplary embodiment according to all aspects of the present invention provides that at least one of the at least three peg-like elements has a diameter that is larger than the inner diameter of at least two of the at least three sleeve-like elements, so that such a predefined orientation of the first element relative to the second element is realized when the two elements are brought together.
- a predefined orientation between the first and the second (e.g. tubular) element should be ensured. This can e.g. B. result during assembly. For example, due to one or more cable pull-in holes that have to be aligned in a certain direction, a predefined orientation may be required.
- An exemplary embodiment according to all aspects of the present invention provides that each of the at least three sleeve-like elements has an elastic bearing as a bottom, so that the respective sleeve-like element is sealed off at the bottom.
- elastic bearings for example, are embedded for temporarily placing the pin-like elements.
- These bearings can, for example, absorb the dead load that results from the second element when it is brought together, for example before or during the cementing, and which must be diverted into the (lower) first element.
- the bearings close off a respective sleeve-like element at the bottom, so that the respective sleeve-like elements are thereby largely sealed off. This may be necessary for grout work, for example
- An exemplary embodiment according to all aspects of the present invention provides that one or more sleeve-like elements of the at least three sleeve-like elements and one or more pin-like elements of the at least three pin-like elements are arranged on the first element as well as on the second element.
- the first element and the second element each comprise a pin-like element and a sleeve-like element, which are arranged side by side and alternating. If, for example, the first element is connected to the second element, the peg-like elements comprised by the first element each engage in sleeve-like elements comprised by the second element. Furthermore, the pin-like elements comprised by the second element each engage in sleeve-like elements comprised by the first element.
- 1a, b show a schematic representation of an exemplary embodiment of one
- FIG. 1a, b each illustrate a schematic representation of an exemplary embodiment of an objective foundation.
- the foundation G shown in FIGS. 1 a, b comprises a first, lower tubular element 1 and a second, upper tubular element 2.
- the first tubular element 1 can be connected to the second tubular element 2.
- the foundation G is in the present case a monopile, also referred to as a pile.
- the direction of longitudinal extension of both tubular elements 1 and 2 runs essentially in the vertical direction after the connection has been established.
- the foundation G can have a third, fourth, n-th tubular element, so that the foundation G can accordingly have a large number of specific tubular elements.
- the tubular elements in this case each correspondingly designed, at least three sleeve-like elements (analogous to the sleeve-like elements 3a-h) and the engaging counterparts at least three pin-like elements (analogous to the
- the first tubular element 1 has at one end 5b at least three sleeve-like elements 3a-3h for receiving at least three pin-like elements 4a-4h.
- the first tubular element comprises eight sleeve-like elements 3a-3h.
- the second tubular element 2 in the present case has eight peg-like elements 4a-h.
- the peg-like elements 4a-h are arranged at the end 5a of the second tubular element 2.
- a binding agent 6 is inserted between the respective inner wall of the sleeve-like elements 3a-3h and the outer wall of the peg-like elements 4a-4h (see also Fig. 2a). inserted or introduced.
- the binding agent is, for example, a suspension so that the peg-like elements 4a-4h are grounded within the sleeve-like elements 3a-3h.
- first tubular element 1 and the second tubular element are non-detachably held together.
- the connecting area comprising the sleeve-like elements 3a-3h and the pin-like elements 4a-4h can be provided with a casing 7, e.g. B. be enclosed in an apron solution.
- the casing can be designed in two parts, as can be seen in FIG. 1a.
- a first part 7-1 of the casing 7 can be connected to a second part 7-2 of the casing 7.
- 2a-d each illustrate a schematic representation of an exemplary embodiment of an objective foundation, with a detailed recording of an objective foundation being shown in the merged state.
- 2a-d show the state in which the peg-like elements 4 are arranged completely within the sleeve-like elements 3 (e.g. according to FIG. 1).
- a binder 6, for. B. arranged a suspension is within the respective sleeve-like elements 3 .
- Binder 6 establishes a connection between a respective peg-like element 4 and a respective sleeve-like element 3 in a non-detachable manner in the sense of the object.
- FIG. 2a illustrates that a respective peg-like element 4 has a smaller outer diameter D2 than an inner diameter D1 of a sleeve-like element 3.
- the peg-like element 4 has such a smaller outer diameter D2 than that
- the outer diameter D2 is so smaller than the inner diameter D1 of the sleeve-like element 3, so that there is still binding agent 6 over the entire length of the area of the pin-like element 3 received in the sleeve-like element 4 between the (complete) outer wall of the pin-like element 3 and the inner wall of the sleeve-like element 3 can be arranged or is arranged.
- the sleeve-like elements 3 are arranged on an inner wall of the first element 1 in such a way that they rest with an outer edge on the inner wall of the first element 1.
- the sleeve-like elements identified by way of example in FIG. 2b and in the present case with the reference numerals 3a-e, are arranged on the first element 1 in such a way that they are not spaced apart (cf. distance A in FIG. 2a) .
- the sleeve-like elements 3a-3e are consequently arranged directly adjacent to one another.
- FIG. 2c shows an embodiment in which the peg-like elements 4a-4h are arranged on the inside of the second element 2.
- the sleeve-like elements (the visible sleeve-like elements are identified in FIG. 2c with the reference numerals 3a-3e) are also arranged on the first element 1 in such a way that they are at least partially separated from the first
- Elements 1 protrude. This configuration makes it possible, for example, that no additional casing (for example casing 7 of FIG. 1) is required.
- the sleeve-like elements 3a-3e and the pin-like elements 4a-4h are encased or covered by a lower section of the second element 2.
- This region of the second element 2 is also provided with the reference number 7 in FIG. 2 c to underline the same function as the apron solution shown in FIG. 1.
- Fig. 2d shows a further embodiment of an objective foundation.
- the sleeve-like elements 3 are arranged on an end edge of the first element 1 in such a way that the sleeve-like elements protrude both outwards and inwards over the end edge of the first element 1.
- the pin-like elements 4 arranged on the second element have a diameter D2 such that a frictional connection between such
- peg-like element 4 and a sleeve-like element 3 having a substantially identical inside diameter D1 can be produced or produced in the joined state. It goes without saying that such a frictional connection between at least one sleeve-like element and at least one peg-like element can also be used on one of the further exemplary embodiments shown in FIGS. 2a-c
- Method steps can be implemented in various ways, for example an implementation in software (by program instructions), hardware or a
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102019111430.6A DE102019111430A1 (en) | 2019-05-03 | 2019-05-03 | Connection in start-ups |
PCT/EP2020/057467 WO2020224844A1 (en) | 2019-05-03 | 2020-03-18 | Connection in foundations |
Publications (1)
Publication Number | Publication Date |
---|---|
EP3963138A1 true EP3963138A1 (en) | 2022-03-09 |
Family
ID=69953985
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP20713541.9A Withdrawn EP3963138A1 (en) | 2019-05-03 | 2020-03-18 | Connection in foundations |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP3963138A1 (en) |
DE (1) | DE102019111430A1 (en) |
WO (1) | WO2020224844A1 (en) |
Family Cites Families (12)
Publication number | Priority date | Publication date | Assignee | Title |
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AT264091B (en) * | 1965-12-29 | 1968-08-12 | Karl Ing Hoermandinger | Process for the positive connection of prefabricated construction elements made of concrete and reinforced concrete or other solid building materials |
JPS5219407A (en) * | 1975-08-06 | 1977-02-14 | P S Concrete | Method of joining concrete pile |
JPS5760930U (en) * | 1980-09-24 | 1982-04-10 | ||
DD224072B1 (en) * | 1984-05-14 | 1987-12-02 | Vvb Bmk Ost Betrieb Forschung | BELT SLEEVE FINISHED STEEL BUMPER FOR POINT-MOUNTED MONOLITHIC FLAT CEILINGS |
DE3836194A1 (en) * | 1988-10-24 | 1990-05-03 | Kunz Alfred & Co | Connector for bar-type steel reinforcement members |
US5366672A (en) * | 1993-03-18 | 1994-11-22 | Erico International Corporation | Method of forming concrete structures with a grout splice sleeve which has a threaded connection to a reinforcing bar |
JP2000283019A (en) * | 1999-03-31 | 2000-10-10 | Pc Bridge Co Ltd | Concrete windmill support tower and its construction method |
DE10255295A1 (en) * | 2002-11-26 | 2004-07-29 | Pfeifer Holding Gmbh & Co. Kg | coupling sleeve |
NL1026354C2 (en) * | 2004-06-08 | 2005-12-09 | Koster & Durieux Beheer B V | Greenhouse column foundation has lower part installed in ground provided with one or more holes in upper surface |
EP2630307B1 (en) * | 2010-10-20 | 2016-09-21 | MHI Vestas Offshore Wind A/S | Foundation for a wind turbine and method of making same |
ES2396087B1 (en) * | 2011-06-30 | 2014-05-19 | Acciona Windpower, S.A. | ASSEMBLY PROCEDURE OF A MOUNTAINER AND AEROGENERATOR ASSEMBLED ACCORDING TO THIS PROCEDURE |
US9644369B2 (en) * | 2013-12-24 | 2017-05-09 | Reigstad & Associates, Inc. | Post-tension concrete leave out splicing system and method |
-
2019
- 2019-05-03 DE DE102019111430.6A patent/DE102019111430A1/en not_active Withdrawn
-
2020
- 2020-03-18 WO PCT/EP2020/057467 patent/WO2020224844A1/en active Search and Examination
- 2020-03-18 EP EP20713541.9A patent/EP3963138A1/en not_active Withdrawn
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WO2020224844A1 (en) | 2020-11-12 |
DE102019111430A1 (en) | 2020-11-05 |
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