EP3660221B1 - Building element and construction - Google Patents
Building element and construction Download PDFInfo
- Publication number
- EP3660221B1 EP3660221B1 EP19206695.9A EP19206695A EP3660221B1 EP 3660221 B1 EP3660221 B1 EP 3660221B1 EP 19206695 A EP19206695 A EP 19206695A EP 3660221 B1 EP3660221 B1 EP 3660221B1
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- EP
- European Patent Office
- Prior art keywords
- foundations
- building element
- sensors
- base element
- screw foundations
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- 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.)
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- 238000010276 construction Methods 0.000 title claims description 8
- 238000003780 insertion Methods 0.000 claims description 15
- 230000037431 insertion Effects 0.000 claims description 15
- 238000012544 monitoring process Methods 0.000 claims description 9
- 230000003287 optical effect Effects 0.000 claims description 5
- 230000005540 biological transmission Effects 0.000 description 9
- 238000004873 anchoring Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 230000004888 barrier function Effects 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000011065 in-situ storage Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000012546 transfer Methods 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000035882 stress Effects 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- SEQDDYPDSLOBDC-UHFFFAOYSA-N Temazepam Chemical compound N=1C(O)C(=O)N(C)C2=CC=C(Cl)C=C2C=1C1=CC=CC=C1 SEQDDYPDSLOBDC-UHFFFAOYSA-N 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- -1 concrete Chemical class 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 238000002791 soaking Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
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- 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
- E02D5/02—Sheet piles or sheet pile bulkheads
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- 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
- E02D27/50—Anchored foundations
-
- 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
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/80—Ground anchors
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/22—Placing by screwing down
Definitions
- the present invention relates to a building element according to claim 1 for the construction of buildings.
- the invention relates to a building element in which the foundations, which create non-positive connections between a basic element of the building element and the ground, can be replaced.
- the present invention also relates to a building element in which the condition, integrity and stability of the foundations can be checked using sensors.
- the present invention also relates to a building which comprises at least one building element according to the present invention.
- Structures for example linear structures such as retaining walls, walls or shoulder protection, are created using various methods and using various building elements.
- a linear foundation made of in-situ concrete is created after soil excavation and the structure, often also in in-situ concrete, is connected to it.
- prefabricated line building elements made of concrete or other materials are connected to one or more foundations or placed on a foundation level.
- the connections between the foundations and linear structure elements are friction-locked, for example by casting concrete.
- piles Another principle for the construction of buildings, especially linear structures, is based on spot foundations, so-called piles, of special civil engineering.
- piles or pipes placed in the ground are often reinforced with an internal or external grout. These are then integrated into the linear structure. The pile head is then no longer accessible. Accessibility is preserved if the Run the piles through a sleeve tube through the linear structure and secure the back anchoring on the outside with a screwed-on plate.
- screw foundations also known as ground screws, usually made of steel. Their length can vary from a few tens of centimeters to several meters. Generally speaking, ground screws have a shape comparable to a normal screw, i.e. they consist of an elongate body in the shape of a cylinder with a part which includes an external thread. In addition, with extendable systems, functional elements such as plates can be individually coupled between them. Screw foundations are often designed as a hollow body, which is closed with a flange.
- Screw foundations are also particularly easy to install in the ground, since they can simply be screwed into the ground. In addition, no curing times have to be waited for. Screw foundations are increasingly used in a wide variety of situations, for example as foundations for noise barriers, solar panels, or for small or medium-sized houses.
- the most important task of foundations is to absorb loads from the structure and pass them on to the subsoil without the resulting load on the soil having a negative impact on the structure or the environment.
- the load-bearing capacity of the built-in foundations is therefore an important safety parameter and must often be able to be monitored and checked decades after construction. Ideally before that, but at the latest after it has been determined that the foundations or back anchors are no longer fulfilling their function, this must be identified and rectified. Otherwise the entire structure is at risk. This can be caused by material changes, for example corrosion or cracking, reduced load transfer due to changes in the subsoil, for example due to changes in soaking, or a change in the acting loads, for example due to road traffic.
- the patent application WO2008/002308 A2 shows an apparatus for maintaining a sea dyke, comprising a plurality of anchoring elements for insertion through the sea dyke, a single holding element for fastening to ends of the anchoring elements which extend from a water-facing side of the sea dyke, and a plurality of securing elements for securing the Retaining element at the ends of the anchoring elements in order to tension the anchoring elements and exert a compressive force against the sea dike.
- the Korean Patent Application KR 2018 0094548 A shows a load-carrying structure for a post of a guardrail that reinforces the load-carrying capacity of the guardrail installed at a pole edge upwards at intervals and increases the load-carrying capacity of a newly-installed post and a previously-installed post regardless of the structure of a road to prevent an increase in accidental damage caused by a to prevent bad crash barrier.
- the Japanese patent application JP2006219829A shows a method for reinforcing the concrete structure using a permanent anchor, comprising the following process steps: providing a cable insertion hole for inserting the anchor cable, wherein a space with a diameter larger than the hole diameter of the cable insertion hole is provided on the anchor cable insertion opening side of the cable insertion hole , providing a cable entry pipe of almost the same diameter as the cable entry hole within the space, arranging reinforcing bars around the cable entry pipe within the space, pouring concrete around the cable entry pipe, inserting the anchor cable into the cable entry hole through the cable entry pipe, pouring concrete into the cable entry hole, and applying tension to the anchor cable to anchor it.
- the object of the present invention is therefore to overcome the aforementioned disadvantages and to provide a building element and a structure which enable the integrity and stability to be checked and the foundations to be replaced.
- a building element comprising a base element, the building element comprising at least two primary screw foundations which can be inserted into the ground through insertion openings in the base element and by means of which a non-positive connection can be created between the base element and the ground, wherein the primary ground screws are replaceable without having to remove the base member from the ground, wherein the structural element includes one or more sensors and/or signal sources for monitoring the stability and integrity of the primary ground screws and/or the secondary ground screws, and wherein the primary ground screws and/or the secondary screw foundations have through holes through which the sensors and/or the signal sources can be inserted.
- the building element according to the invention it is possible to construct buildings in which the primary screw foundations are accessible for checking their integrity and stability.
- the primary ground screws can be replaced when necessary without having to remove the base from the ground.
- the checking and replacement of foundations is possible with the building element according to the invention.
- the screw foundations can be checked periodically and their probable service life can be checked individually and continuously. This allows the monitoring of the aging process and the planning and implementation of suitable measures for building preservation.
- the risk of building failure due to insufficient load transfer of the foundations during the entire life cycle of the building element is massively reduced. Due to the simple testing options and the simple possibility of replacing the foundations, there are no costs or the structure can be used much longer.
- the base takes the form of a parallelepiped and the screw foundations and insertion holes are oriented such that they do not pass through the weight-bearing surface of the base.
- the orientation of the insertion openings ensures that the screw foundations absorb tensile loads from the base element and transfer them to the subsoil.
- the screw foundations can be replaced if necessary.
- the proposed building element is particularly suitable for the construction of line structures.
- the base element has bearing surfaces perpendicular to the insertion openings, onto which screw foundation flanges of the primary screw foundations can be placed.
- the bearing surfaces are arranged within recesses in the base element. This allows the primary ground screws to be located entirely within the volume of the base member. The primary screw foundations are thus protected.
- the recesses of the base element are configured in such a way that they can be closed by means of cover plates. This allows the primary screw foundations to be protected even better, especially against environmental influences such as rain.
- bearing rings are arranged between bearing surfaces and screw foundation flanges.
- steel rings may be provided between the base member and screw foundation flanges to protect the base member.
- the structural element comprises flange screws, by means of which the distances between the primary screw foundation flanges and the bearing surfaces can be adjusted. This allows the traction of the primary ground screws and therefore the amount of frictional connection between the base member and the ground to be precisely adjusted.
- the structural element comprises one or more support elements, by means of which the weight-bearing surface of the base element can be accommodated.
- the base element does not have to be in direct contact with the ground. This becomes the primitive for example protected against soil moisture or the creation of a planum can be omitted.
- the structural element comprises at least two secondary screw foundations, through which a non-positive connection can be created between the support elements and the ground. This can ensure that the weight load of the building element is sufficiently supported by the secondary screw foundations and that creep behavior of the basic element is prevented.
- the structural element comprises through-holes in the base element, through which secondary screw foundations can be inserted into the ground, the secondary screw foundations having bolt holes and the base element having side holes through which bolts can be inserted, with non-positive connections being made between the base element and the base element by means of bolts secondary screw foundations can be created.
- This also allows the secondary ground screws that support the weight load of the structural element to be replaced if necessary. All you have to do is remove the bolts that connect the base element and the screw foundation to be replaced. The simple possibility of replacing these foundations means that there are no further costs or the structure can be used much longer.
- the secondary screw foundations have interfaces such as flanges, to which other elements such as safety elements, linear structure elevations, warning signals or solar panels can be attached.
- interfaces such as flanges, to which other elements such as safety elements, linear structure elevations, warning signals or solar panels can be attached.
- the base element takes the form of a slab and the primary screw foundations and the base element are frictionally connected to one another by means of yoke connections.
- the screw foundations can be replaced if necessary without having to remove the base element from the ground.
- the sensors are optical sensors, vibration sensors, temperature sensors, acoustic sensors, movement sensors or a combination thereof. This enables the relevant parameters for monitoring and testing the integrity and stability of the foundations to be measured. Based on the data measured by sensors, a well-founded decision can be made as to whether or when a foundation needs to be replaced.
- the optical sensors are cameras. This makes it possible to check whether the foundations have cracks or gaps, for example, and to judge whether the foundations consequently need to be replaced.
- the structural element comprises transmission means, by means of which the data measured by the sensors can be transmitted to a control center.
- transmission means by means of which the data measured by the sensors can be transmitted to a control center.
- the transmission means and the control center communicate via mobile radio networks.
- the data measured by the sensors can be easily transmitted to a remote control center.
- the aims of the invention are also achieved by a building comprising at least one building element according to the invention.
- At least two building elements are non-positively connected to one another.
- FIG 1 shows a perspective view of a first embodiment of a building element 10, here a line building element, according to the present invention.
- the linear structure element 10 comprises a base element 11, advantageously made of concrete, at least two primary screw foundations 12, which in this embodiment are provided for absorbing tensile loads on the base element 11 and passing on these loads to the subsoil.
- the linear structure element 10 further comprises at least two secondary screw foundations 13 which are provided for absorbing compressive loads on the base element 11 .
- the linear structure element 10 also includes a support element 14 on which the base element 11 is placed.
- the linear structure element 10 further comprises one or more sensors 40 and/or signal sources for monitoring the stability and integrity of the primary ground screws 12.
- the sensors are connected to the transmission means 41 for transmitting the data measured by the sensors 40 to a remote control center (not shown here). Even if in figure 1 Although it is indicated that sensors 40 and transmitter means 41 are connected with a wire, they could just as well be connected wirelessly, for example by means of Wi-Fi or Bluetooth. In addition, sensors and transmitters for monitoring the secondary screw foundations 13 could also be provided.
- the base member 11 includes recesses 15 and insertion openings 16 through which the primary ground screws 12 can be inserted.
- the primary screw foundations 12 penetrate into the floor 17 and thus create a non-positive connection between the floor 17 and the base element 11 .
- a support ring 18, for example a ring made of steel, is arranged between the flange 12a of a primary ground screw 12 and the base element 11. The tensile stress of the primary screw foundations 12 can be adjusted by means of flange screws 12b. Thanks to the support ring 18, this can be done without damaging the base element.
- the primary screw foundations 12 have through holes 12c through which sensors and/or signal sources such as cameras and light sources can be inserted into the hollow body of the foundation (see text below for more details).
- the secondary screw foundations 13 are connected to the support element 14 by means of screws 13b.
- the base element 11 can simply be placed in the support element 14 . It is of course also possible to provide a non-positive connection, for example with a pouring out of concrete, between the base element 11 and the support element 14 . Even if in figure 1 only one support element 14 is shown for two basic elements 11, it is of course clear that a different number of support elements 14 would be possible. In addition, a direct support of the basic elements 11 on the secondary ground screws 13 would be possible.
- the longitudinal axes X and Y of the primary ground screws 12 and the secondary ground screws 13 form, as shown in FIG figure 2 shown, an angle ⁇ of about 50 °.
- the angle ⁇ can be different and adapted to the subsoil 17 to which the linear structure element 10 is attached.
- the angle ⁇ can also be adjusted depending on the forces acting locally on the base element 11 .
- the angle ⁇ can be different for each primary ground screw 12 .
- the base element 11 also has cover plate recesses 19 into which cover plates (not shown here) can be placed. Thus, access to the primary ground screws 12 can be blocked. This protects the primary screw foundations against environmental influences.
- the linear structure element 11 it is possible to replace the primary screw foundations 12 without dismantling the structure. In addition, it is possible to carry out the replacement without having to stop the operation of the structure. If the linear structure 11 is used, for example, to secure a road shoulder, it is possible to gradually replace the primary screw foundations 12 without having to stop traffic on the road.
- sensors 40 and signal sources into the primary ground screws 12 through the access holes 12c. This allows the integrity and stability of the foundations to be checked. If necessary, substitutions can be made in good time.
- optical cameras, infrared cameras, movement sensors, vibration sensors, acoustic sensors and/or seismic sensors can be used as sensors 40 .
- signal sources for example light sources in the form of fiber optic illuminators, can be inserted through the access holes 12c into the foundations 12 next to the sensors 41 so that images can be taken with optical cameras.
- figure 4 12 shows a line building element 20 according to a second preferred embodiment of the present invention.
- the linear structure element 21 has a base element 21 , primary ground screws 12 and secondary ground screws 23 .
- the base element 21 comprises recesses 15 and insertion openings 16 through which the primary screw foundations 12 can be inserted into the ground.
- the primary screw foundations 12 penetrate into the floor 17 and thus create a non-positive connection between the floor 17 and the base element 21 .
- the support element 18, for example a ring made of steel, is placed between the flange 12a of a screw foundation 12 and the base element 21. The tensile stress of the primary screw foundations 12 can thus be adjusted by means of screws 12b without the base element 21 being damaged as a result.
- the primary screw foundations 12 also have holes 12c in the second embodiment, through which sensors 40 and/or light sources can be inserted.
- the sensors 40 are connected to the transmission means 41, which enables the integrity and the stability of the ground screws to be monitored in real time.
- sensors 42 are provided to monitor the secondary ground screws 13 as well.
- the base element 21 has through holes 24 through which the secondary ground screws 23 can be inserted into the ground, as in FIG figure 6 shown.
- the secondary ground screws 23 have bolt holes 25 which are orthogonal to the longitudinal axis of the ground screws 23 .
- the base element 21 in turn has side holes 22.
- Bolts 26 can be inserted through the bolt holes 25 of the screw foundations 23 and the side holes 22 of the base element 21 in order to connect the base element 21 to the screw foundation 23 in a non-positive manner. Because the secondary Screw foundations 23 penetrate into the floor 17, thus creating a non-positive connection between the floor 17 and the base element 21.
- the secondary ground screws 23 also have a flange 23a.
- Elements 33 of a safety barrier can be attached to this flange 23a by means of a corresponding interface, for example a flange-flange connection.
- the great advantage of the linear structure element 21 is that not only the primary screw foundations 12 but also the secondary screw foundations 23 can be replaced without the base element 21 having to be removed from the ground.
- the secondary screw foundations 23 have holes 23c through which sensors and/or light sources can be inserted. This enables “live” monitoring of the integrity and stability of the secondary screw foundations 23. This can increase the safety of the line structure and also its economic efficiency, since the screw foundations are only replaced when this is really necessary.
- multiple linework elements 21 can be combined to create an entire linework 50 .
- several linear structure elements 11 or 21 can be held together by means of ropes or other connecting elements 34. This increases the stability of the entire linear structure 50.
- Transmission means 41 are provided for this purpose in order to transmit the data measured by the sensors to a remote control center (not shown).
- the transmission means 41 advantageously use mobile radio networks such as GMS, GPRS, UMTS or LTE for this transmission.
- the sensors first transmit their data to a "local" center, for example by means of Wi-Fi or the like, and that this local Center sends the collected sensor data to a delocalized center.
- the electrical energy required for the sensors and transmission means can be obtained, for example, by solar panels (not shown) attached to the basic elements 11, 21.
- FIGS 7 and 8 show a building element 60 according to a third preferred embodiment of the present invention.
- Structure 60 comprises a base element 61, here in the form of a slab, advantageously made of concrete or metal, and four primary screw foundations 62, which can be inserted into soil 17 through insertion openings 64 in base element 61, and by means of which a non-positive connection is established between base element 61 and the floor 17 can be created.
- the plate 61 and the primary ground screws 62 are connected to one another by means of a so-called yoke connection 63 .
- the yoke linkage 63 includes a first linking plate 63a having a hole 63f connected to the flange 62a of the ground screw by a bolt 63b, and a second linking plate 63c between the first linking plate 63a and the flange 62a.
- the second connection plate 63c is in turn connected to the base element 61 by means of a threaded rod 63d and nut 63e. Thanks to the yoke connection 63, the screw foundations 62 secure the base element 61 both against pressure loads and against tensile loads.
- the screw foundations 62 can be replaced, as in the two previous preferred embodiments, without having to remove the base member 61 from the ground.
- an additional non-positive connection for example with a pouring out of a hardening compound, such as concrete, can be provided between the base element 61 and the yoke connection 63 .
- a spout can advantageously be provided either between the first connecting plate 63a and the second connecting plate 63c and/or between the base element 61 and the outer wall of the screw foundations 62 . It should be noted that clearances may be provided to allow for some flexibility during construction of the structural member 60.
- the diameter of the hole 63f of the first connecting plate 63 may be selected such that the screw foundation 62 and the base member 61 are slidable relative to each other.
- the diameter of the hole 64 of the base member 61 may be selected to provide some flexibility in the relative position of the screw foundation 62 and base member 61 to each other.
- one or more sensors 40 and/or signal sources such as light sources, may be provided by which the condition, integrity, and stability of the ground screws 62 can be measured and monitored.
- the sensors can be connected to the transmission means 41 for transmitting the data measured by the sensors 40 to a remote control center (not shown here).
- the sensors 40 and transmitter means 41 can be connected together with a wire or wirelessly.
- the sensors 40 can be inserted into the screw foundation 62 through a hole 62c, for example in the screw 63b.
- the ground screws 62 are aligned perpendicular to the plate 61, they could also be aligned obliquely to the plate 61.
- the base element 61 can have a different form factor and accordingly comprise a different number of screw foundations 62 .
- the primitive 61 may take the form of a beam. In this case, two screw foundations 61 may be sufficient.
- the basic element 61 can also take the form of a disk. In this case, the number of screw foundations required depends heavily on the diameter of the disc and the acting load.
Description
Die vorliegende Erfindung bezieht sich auf ein Bauwerkelement gemäß Anspruch 1 zur Erstellung von Bauwerken. Insbesondere bezieht sich die Erfindung auf ein Bauwerkelement bei welchem die Fundamente, welche kraftschlüssige Verbindungen zwischen einem Grundelement des Bauwerkelements und dem Boden erstellen, ersetzbar sind. Die vorliegende Erfindung bezieht sich auch auf ein Bauwerkelement bei welchem der Zustand, die Integrität und Stabilität der Fundamente mittels Sensoren prüfbar sind. Die vorliegende Erfindung betrifft ausserdem auch ein Bauwerk, welches mindestens ein Bauwerkelement gemäss vorliegender Erfindung umfasst.The present invention relates to a building element according to claim 1 for the construction of buildings. In particular, the invention relates to a building element in which the foundations, which create non-positive connections between a basic element of the building element and the ground, can be replaced. The present invention also relates to a building element in which the condition, integrity and stability of the foundations can be checked using sensors. The present invention also relates to a building which comprises at least one building element according to the present invention.
Bauwerke, zum Beispiel Linienbauwerke wie Stützmauern, Wände oder Bankettsicherungen, werden in verschiedenen Verfahren und mittels verschiedener Bauwerkelemente erstellt. Beispielweise wird bei einem klassischen Linienbauwerk - sei es in der Ebene oder berg- beziehungsweise talseitig an einem Hang - nach einem Bodenaushub eine Linienfundation aus Ortsbeton erstellt und das Bauwerk, oft ebenfalls in Ortsbeton, damit verbunden. Oder es werden vorfabrizierte Linienbauwerkelemente aus Beton oder auch anderen Materialien mit einem oder mehreren Fundamenten verbunden oder auf eine Fundationsebene gelegt. Bei vorfabrizierten Linienbauwerkelementen werden die Verbindungen zwischen Fundamenten und Linienbauwerkelementen kraftschlüssig, zum Beispiel durch einen Verguss aus Beton, erstellt.Structures, for example linear structures such as retaining walls, walls or shoulder protection, are created using various methods and using various building elements. For example, in the case of a classic linear structure - be it on the level or on a mountain or valley side on a slope - a linear foundation made of in-situ concrete is created after soil excavation and the structure, often also in in-situ concrete, is connected to it. Or prefabricated line building elements made of concrete or other materials are connected to one or more foundations or placed on a foundation level. In the case of prefabricated linear structure elements, the connections between the foundations and linear structure elements are friction-locked, for example by casting concrete.
Ein weiteres Prinzip für die Erstellung von Bauwerken, insbesondere Linienbauwerken, basiert auf Punktfundamenten, so genannten Pfählen, des Spezialtiefbaus. Dafür werden oft in den Baugrund eingebrachte Pfähle oder Rohre mit einem innwendigen oder aussenliegenden Verguss verstärkt. Daraufhin werden diese in das Linienbauwerk integriert. Der Pfahlkopf ist danach also nicht mehr zugänglich. Die Zugänglichkeit bleibt erhalten, wenn die Pfähle durch ein Hüllrohr durch das Linienbauwerk führen und aussenliegend mittels aufgeschraubter Platte die Rückverankerung sicherstellen.Another principle for the construction of buildings, especially linear structures, is based on spot foundations, so-called piles, of special civil engineering. For this purpose, piles or pipes placed in the ground are often reinforced with an internal or external grout. These are then integrated into the linear structure. The pile head is then no longer accessible. Accessibility is preserved if the Run the piles through a sleeve tube through the linear structure and secure the back anchoring on the outside with a screwed-on plate.
Eine interessante Alternative zu Fundamenten aus Beton oder den oben beschriebenen Pfählen stellen Schraubfundamente, auch Bodenschrauben genannt, normalerweise aus Stahl, dar. Ihre Länge kann von einigen zehn Zentimetern bis zu mehreren Metern variieren. Allgemein betrachtet haben Schraubfundamente eine mit einer normalen Schraube vergleichbare Form, d.h. sie bestehen aus einem länglichen Körper in Form eines Zylinders mit einem Teil, welcher ein Aussengewinde umfasst. Zudem können bei verlängerbaren Systemen funktionale Elemente wie zum Beispiel Teller individuell dazwischen gekoppelt werden. Schraubfundamente sind oft als Hohlkörper ausgebildet, welcher mit einem Flansch abgeschlossen ist.An interesting alternative to concrete foundations or the piles described above are screw foundations, also known as ground screws, usually made of steel. Their length can vary from a few tens of centimeters to several meters. Generally speaking, ground screws have a shape comparable to a normal screw, i.e. they consist of an elongate body in the shape of a cylinder with a part which includes an external thread. In addition, with extendable systems, functional elements such as plates can be individually coupled between them. Screw foundations are often designed as a hollow body, which is closed with a flange.
Der grosse Vorteil von Schraubfundamenten liegt darin, dass sie sofort belastbar, vollständig rückbaubar, modular und wiederverwendbar sind. Schraubfundamente sind auch besonders einfach in den Boden einzubringen, da sie einfach in den Boden eingedreht werden können. Darüber hinaus müssen keine Aushärtezeiten abgewartet werden. Schraubfundamente werden zunehmend in den unterschiedlichsten Situationen eingesetzt, zum Beispiel als Fundamente für Lärmschutzwände, Solarpanels, oder für kleine oder mittelgrosse Häuser.The great advantage of ground screws is that they are immediately loadable, fully removable, modular and reusable. Screw foundations are also particularly easy to install in the ground, since they can simply be screwed into the ground. In addition, no curing times have to be waited for. Screw foundations are increasingly used in a wide variety of situations, for example as foundations for noise barriers, solar panels, or for small or medium-sized houses.
Die wichtigste Aufgabe von Fundamenten ist es, Lasten aus dem Bauwerk aufzunehmen und an den Baugrund weiterzugeben, ohne dass die daraus resultierende Belastung des Bodens zu Nachteilen für das Bauwerk oder die Umgebung führt. Die Tragfähigkeit der eingebauten Fundamente ist dementsprechend ein wichtiger Sicherheitsparameter und muss oft auch während Jahrzehnten nach Erstellung überwacht und geprüft werden können. Im Idealfall davor, spätestens aber nach der Feststellung, dass die Fundamente beziehungsweise Rückverankerungen ihre Funktion nicht mehr erfüllen, muss dies erkannt und behoben werden können. Ansonsten ist das gesamte Bauwerk gefährdet. Ursachen dazu können Materialveränderungen, zum Beispiel Korrosion oder Rissbildung, verminderter Lastabtrag aufgrund Baugrundveränderungen, zum Beispiel durch veränderte Durchnässung, oder eine Veränderung der wirkenden Lasten, zum Beispiel durch Strassenverkehr, sein.The most important task of foundations is to absorb loads from the structure and pass them on to the subsoil without the resulting load on the soil having a negative impact on the structure or the environment. The load-bearing capacity of the built-in foundations is therefore an important safety parameter and must often be able to be monitored and checked decades after construction. Ideally before that, but at the latest after it has been determined that the foundations or back anchors are no longer fulfilling their function, this must be identified and rectified. Otherwise the entire structure is at risk. This can be caused by material changes, for example corrosion or cracking, reduced load transfer due to changes in the subsoil, for example due to changes in soaking, or a change in the acting loads, for example due to road traffic.
Bei bekannten Bauwerken und Bauwerkelementen, wie zum Beispiel bei den Patentanmeldungen
Die koreanische Patentanmeldung
Ausgehend vom Stand der Technik liegt der vorliegenden Erfindung daher die Aufgabe zugrunde, vorbesagte Nachteile zu überwinden und ein Bauwerkelement und ein Bauwerk zur Verfügung zu stellen, welche die Prüfung der Integrität und Stabilität und das Ersetzen der Fundamente ermöglichen.Proceeding from the state of the art, the object of the present invention is therefore to overcome the aforementioned disadvantages and to provide a building element and a structure which enable the integrity and stability to be checked and the foundations to be replaced.
Gemäss der vorliegenden Erfindung werden diese Ziele vor allem durch die Elemente der zwei unabhängigen Ansprüche erreicht. Weitere vorteilhafte Ausführungsformen gehen ausserdem aus den abhängigen Ansprüchen und der Beschreibung hervor.According to the present invention, these aims are achieved primarily through the elements of the two independent claims. Further advantageous embodiments also emerge from the dependent claims and the description.
Insbesondere werden die Ziele der vorliegenden Erfindung durch ein Bauwerkelement umfassend ein Grundelement erreicht, wobei das Bauwerkelement mindestens zwei primäre Schraubfundamente umfasst, welche durch Einführungsöffnungen des Grundelements in den Boden einführbar sind und mittels welcher eine kraftschlüssige Verbindung zwischen dem Grundelement und dem Boden erstellbar ist, wobei die primären Schraubfundamente ersetzbar sind, ohne dass das Grundelement vom Boden entfernt werden muss, wobei das Bauwerkelement ein oder mehrere Sensoren und/oder Signalquellen für die Überwachung der Stabilität und Integrität der primären Schraubfundamente und/oder der sekundären Schraubfundamente umfasst, und wobei die primären Schraubfundamente und/oder die sekundären Schraubfundamente Durchgangslöcher aufweisen, durch welche die Sensoren und/oder die Signalquellen einführbar sind.In particular, the objectives of the present invention are achieved by a building element comprising a base element, the building element comprising at least two primary screw foundations which can be inserted into the ground through insertion openings in the base element and by means of which a non-positive connection can be created between the base element and the ground, wherein the primary ground screws are replaceable without having to remove the base member from the ground, wherein the structural element includes one or more sensors and/or signal sources for monitoring the stability and integrity of the primary ground screws and/or the secondary ground screws, and wherein the primary ground screws and/or the secondary screw foundations have through holes through which the sensors and/or the signal sources can be inserted.
Dank dem erfindungsgemässen Bauwerkelement ist es möglich, Bauwerke zu bauen, bei welchen die primären Schraubfundamente für eine Prüfung ihrer Integrität und Stabilität zugänglich sind. Darüber hinaus können die primären Schraubfundamente bei Bedarf ausgetauscht werden, ohne dass das Grundelement vom Boden entfernt werden muss. Im Gegensatz zu den aus dem Stand der Technik bekannten Bauwerkelementen, bei welchen die Fundamente und Anker entweder in den Ortsbeton integriert sind oder aber nicht rückgebaut werden können, sind beim erfindungsgemässen Bauwerkelement die Überprüfung und der Austausch von Fundamenten möglich.Thanks to the building element according to the invention, it is possible to construct buildings in which the primary screw foundations are accessible for checking their integrity and stability. In addition, can the primary ground screws can be replaced when necessary without having to remove the base from the ground. Unlike the out Building elements known from the prior art, in which the foundations and anchors are either integrated into the in-situ concrete or cannot be dismantled, the checking and replacement of foundations is possible with the building element according to the invention.
Dadurch können zum Beispiel periodische Prüfungen der Schraubfundamente durchgeführt und daraus deren voraussichtliche Lebensdauer individuell und kontinuierlich überprüft werden. Dies erlaubt die Begleitung des Alterungsprozesses und die Planung und Durchführung von geeigneten Massnahmen zum Bauwerkserhalt. Das Risiko von Bauwerksversagen aufgrund unzureichendem Lastabtrag der Fundamente während des gesamten Lebenszyklus des Bauwerkelements wird massiv reduziert. Durch die einfachen Prüfmöglichkeiten und die einfache Möglichkeit, die Fundamente zu ersetzen, entfallen Kosten beziehungsweise kann das Bauwerk wesentlich länger genutzt werden.This means that, for example, the screw foundations can be checked periodically and their probable service life can be checked individually and continuously. This allows the monitoring of the aging process and the planning and implementation of suitable measures for building preservation. The risk of building failure due to insufficient load transfer of the foundations during the entire life cycle of the building element is massively reduced. Due to the simple testing options and the simple possibility of replacing the foundations, there are no costs or the structure can be used much longer.
In einer ersten bevorzugten Ausführungsform der vorliegenden Erfindung nimmt das Grundelement die Form eines Quaders an und die Schraubfundamente und die Einführungsöffnungen sind derart orientiert, dass sie die gewichtstragende Fläche des Grundelements nicht durchlaufen.In a first preferred embodiment of the present invention, the base takes the form of a parallelepiped and the screw foundations and insertion holes are oriented such that they do not pass through the weight-bearing surface of the base.
Dadurch wird ein Bauwerkelement vorgeschlagen, bei welchem die primären Schraubfundamente für eine Prüfung ihrer Integrität und Stabilität zugänglich sind. Mit der Orientierung der Einführungsöffnungen wird gewährleistet, dass die Schraubfundamente Zugbelastungen vom Grundelement aufnehmen und an den Baugrund weiterleiten. Darüber hinaus können die Schraubfundamente bei Bedarf ausgetauscht werden. Das vorgeschlagene Bauwerkelement eignet sich insbesondere für den Bau von Linienbauwerken.This proposes a structural element in which the primary ground screws are accessible for inspection of their integrity and stability. The orientation of the insertion openings ensures that the screw foundations absorb tensile loads from the base element and transfer them to the subsoil. In addition, the screw foundations can be replaced if necessary. The proposed building element is particularly suitable for the construction of line structures.
In einer weiteren bevorzugten Ausführungsform des erfindungsgemässen Bauwerkelements weist das Grundelement Auflageflächen senkrecht zu den Einführungsöffnungen auf, auf welche Schraubfundamentflansche der primären Schraubfundamente auflegbar sind. Dadurch kann die Verbindungskraft zwischen Grundelement und Boden auf die Auflageflächen verteilt werden, was sich in einem kleineren mechanischen Druck übersetzt und was einen Bruch des Grundelements verhindert.In a further preferred embodiment of the structural element according to the invention, the base element has bearing surfaces perpendicular to the insertion openings, onto which screw foundation flanges of the primary screw foundations can be placed. As a result, the connecting force between the base element and the floor can be distributed over the bearing surfaces, which translates into a smaller mechanical pressure and which prevents the base element from breaking.
In einer anderen bevorzugten Ausführungsform des erfindungsgemässen Bauwerkelements sind die Auflageflächen innerhalb von Aussparungen des Grundelements angeordnet. Dadurch können die primären Schraubfundamente komplett innerhalb des Volumens des Grundelements angeordnet werden. Die primären Schraubfundamente sind somit geschützt.In another preferred embodiment of the structural element according to the invention, the bearing surfaces are arranged within recesses in the base element. This allows the primary ground screws to be located entirely within the volume of the base member. The primary screw foundations are thus protected.
In einer weiteren bevorzugten Ausführungsform des erfindungsgemässen Bauwerkelements sind die Aussparungen des Grundelements derart konfiguriert, dass sie mittels Abdeckplatten schliessbar sind. Dadurch können die primären Schraubfundamente noch besser geschützt werden, insbesondere gegenüber Umwelteinflüssen wie Regen.In a further preferred embodiment of the building element according to the invention, the recesses of the base element are configured in such a way that they can be closed by means of cover plates. This allows the primary screw foundations to be protected even better, especially against environmental influences such as rain.
In einer anderen bevorzugten Ausführungsform des erfindungsgemässen Bauwerkelements sind zwischen Auflageflächen und Schraubfundamentflanschen Auflageringe angeordnet. Zum Beispiel können Stahlringe zwischen Grundelement und Schraubfundamentflanschen vorgesehen werden, um das Grundelement zu schützen.In another preferred embodiment of the structural element according to the invention, bearing rings are arranged between bearing surfaces and screw foundation flanges. For example, steel rings may be provided between the base member and screw foundation flanges to protect the base member.
In einer weiteren bevorzugten Ausführungsform des erfindungsgemässen Bauwerkelements umfasst das Bauwerkelement Flanschschrauben, mittels welcher die Abstände zwischen den primären Schraubfundamentflanschen und den Auflageflächen einstellbar sind. Dadurch können die Zugkraft der primären Schraubfundamente und daher der Betrag der kraftschlüssigen Verbindung zwischen Grundelement und Boden präzis eingestellt werden.In a further preferred embodiment of the structural element according to the invention, the structural element comprises flange screws, by means of which the distances between the primary screw foundation flanges and the bearing surfaces can be adjusted. This allows the traction of the primary ground screws and therefore the amount of frictional connection between the base member and the ground to be precisely adjusted.
In einer anderen bevorzugten Ausführungsform des erfindungsgemässen Bauwerkelements umfasst das Bauwerkelement ein oder mehrere Auflageelemente, mittels welcher die gewichttragende Fläche des Grundelements aufnehmbar ist. Dadurch muss das Grundelement nicht direkt mit dem Boden in Kontakt sein. Damit wird das Grundelement zum Beispiel gegen Bodenfeuchtigkeit geschützt oder die Erstellung eines Planums kann entfallen.In another preferred embodiment of the structural element according to the invention, the structural element comprises one or more support elements, by means of which the weight-bearing surface of the base element can be accommodated. As a result, the base element does not have to be in direct contact with the ground. This becomes the primitive for example protected against soil moisture or the creation of a planum can be omitted.
In einer weiteren Ausführungsform des erfindungsgemässen Bauwerkelements umfasst das Bauwerkelement mindestens zwei sekundäre Schraubfundamente, durch welche eine kraftschlüssige Verbindung zwischen Auflageelementen und Boden erstellbar ist. Dadurch kann sichergestellt werden, dass die Gewichtslast des Bauwerkelements durch die sekundären Schraubfundamente genügend gestützt wird, und dass ein Kriechverhalten des Grundelements verhindert wird.In a further embodiment of the structural element according to the invention, the structural element comprises at least two secondary screw foundations, through which a non-positive connection can be created between the support elements and the ground. This can ensure that the weight load of the building element is sufficiently supported by the secondary screw foundations and that creep behavior of the basic element is prevented.
In einer anderen bevorzugten Ausführungsform des erfindungsgemässen Bauwerkelements umfasst das Bauwerkelement Durchganglöcher im Grundelement, durch welche sekundäre Schraubfundamente in den Boden einführbar sind, wobei die sekundären Schraubfundamente Bolzenlöcher und das Grundelement Seitenlöcher umfassen, durch welche Bolzen einführbar sind, wobei mittels Bolzen kraftschlüssige Verbindungen zwischen Grundelement und sekundären Schraubfundamenten erstellbar sind. Dadurch können die sekundären Schraubfundamente, welche die Gewichtslast des Bauwerkelements stützen, auch falls nötig ersetzt werden. Dafür müssen lediglich die Bolzen, welche das Grundelement und das zu ersetzende Schraubfundament miteinander verbinden, beseitigt werden. Durch die einfache Möglichkeit, diese Fundamente zu ersetzen, entfallen weitere Kosten beziehungsweise kann das Bauwerk wesentlich länger genutzt werden.In another preferred embodiment of the structural element according to the invention, the structural element comprises through-holes in the base element, through which secondary screw foundations can be inserted into the ground, the secondary screw foundations having bolt holes and the base element having side holes through which bolts can be inserted, with non-positive connections being made between the base element and the base element by means of bolts secondary screw foundations can be created. This also allows the secondary ground screws that support the weight load of the structural element to be replaced if necessary. All you have to do is remove the bolts that connect the base element and the screw foundation to be replaced. The simple possibility of replacing these foundations means that there are no further costs or the structure can be used much longer.
In einer weiteren Ausführungsform des erfindungsgemässen Bauwerkelements weisen die sekundären Schraubfundamente Schnittstellen wie zum Beispiel Flansche auf, an welchen andere Elemente, wie zum Beispiel Sicherheitselemente, Linienbauwerkerhöhungen, Warnsignale oder Solarpanels anbringbar sind. Dadurch können zum Beispiel Leitplanken, Sicherheitselemente, Warnsignale oder Solarpanels direkt an den Schnittstellen der sekundären Schraubfundamente angebracht werden.In a further embodiment of the structural element according to the invention, the secondary screw foundations have interfaces such as flanges, to which other elements such as safety elements, linear structure elevations, warning signals or solar panels can be attached. This means that, for example, crash barriers, safety elements, warning signals or solar panels can be attached directly to the interfaces of the secondary screw foundations.
In einer weiteren Ausführungsform des erfindungsgemässen Bauwerkelements nimmt das Grundelement die Form einer Platte an, und die primären Schraubfundamente und das Grundelement sind mittels Joch-Verbindungen kraftschlüssig miteinander verbunden. Dadurch wird ein Bauwerkelement in Form einer Platte vorgeschlagen, bei welchem die Schraubfundamente für eine Prüfung ihrer Integrität und Stabilität zugänglich sind. Darüber hinaus können die Schraubfundamente bei Bedarf ausgetauscht werden, ohne dass das Grundelement vom Boden entfernt werden muss.In a further embodiment of the building element according to the invention, the base element takes the form of a slab and the primary screw foundations and the base element are frictionally connected to one another by means of yoke connections. This proposes a building element in the form of a slab in which the screw foundations are accessible for checking their integrity and stability. In addition, the screw foundations can be replaced if necessary without having to remove the base element from the ground.
In einer nochmals weiteren bevorzugten Ausführungsform des erfindungsgemässen Bauwerkelements sind die Sensoren optische Sensoren, Vibrationssensoren, Temperatursensoren, akustische Sensoren, Bewegungssensoren oder einer Kombination davon. Dadurch können die relevanten Parameter für die Überwachung und Prüfung der Integrität und Stabilität der Fundamente gemessen werden. Aufgrund der mittels Sensoren gemessenen Daten kann fundiert entschieden werden, ob oder wann ein Fundament ersetzt werden muss.In yet another preferred embodiment of the structural element according to the invention, the sensors are optical sensors, vibration sensors, temperature sensors, acoustic sensors, movement sensors or a combination thereof. This enables the relevant parameters for monitoring and testing the integrity and stability of the foundations to be measured. Based on the data measured by sensors, a well-founded decision can be made as to whether or when a foundation needs to be replaced.
In einer weiteren bevorzugten Ausführungsform des erfindungsgemässen Bauwerkelements sind die optischen Sensoren Kameras. Dadurch ist es möglich zu überprüfen, ob die Fundamente zum Beispiel Risse oder Spalten aufweisen, und zu beurteilen, ob die Fundamente demzufolge ersetzt werden müssen.In a further preferred embodiment of the building element according to the invention, the optical sensors are cameras. This makes it possible to check whether the foundations have cracks or gaps, for example, and to judge whether the foundations consequently need to be replaced.
In einer weiteren bevorzugten Ausführungsform des erfindungsgemässen Bauwerkelements umfasst das Bauwerkelement Sendemittel, mittels welcher die von den Sensoren gemessenen Daten an eine Zentrale übermittelbar sind. Dadurch kann die Überwachung der Integrität und Stabilität der Schraubfundamente delokalisiert erfolgen. Darüber hinaus ermöglicht es auch eine automatische und/oder periodische Überwachung und die Aussendung eines Alarms, falls ein Sensor einen Wert misst, welcher einen vorbestimmten Grenzwert überschreitet.In a further preferred embodiment of the structural element according to the invention, the structural element comprises transmission means, by means of which the data measured by the sensors can be transmitted to a control center. This allows monitoring integrity and Stability of the screw foundations are delocalized. In addition, it also enables automatic and/or periodic monitoring and the sending of an alarm if a sensor measures a value that exceeds a predetermined limit value.
In einer weiteren bevorzugten Ausführungsform des erfindungsgemässen Bauwerkelements kommunizieren Sendemittel und Zentrale über Mobilfunknetze. Dadurch können die von den Sensoren gemessenen Daten sehr einfach an eine entfernte Zentrale übermittelt werden.In a further preferred embodiment of the structural element according to the invention, the transmission means and the control center communicate via mobile radio networks. As a result, the data measured by the sensors can be easily transmitted to a remote control center.
Die Ziele der Erfindung werden ausserdem auch durch ein Bauwerk umfassend mindestens ein erfindungsgemässes Bauwerkelement erreicht.The aims of the invention are also achieved by a building comprising at least one building element according to the invention.
In einer bevorzugten Ausführungsform des erfindungsgemässen Bauwerks sind mindestens zwei Bauwerkelemente kraftschlüssig miteinander verbunden.In a preferred embodiment of the structure according to the invention, at least two building elements are non-positively connected to one another.
Weitere Einzelheiten der Erfindung gehen aus der nun folgenden Beschreibung der bevorzugten Ausführungsformen der Erfindung hervor, welche in den beigelegten Zeichnungen dargestellt sind. Aus der Beschreibung lassen sich auch die weiteren Vorteile der vorliegenden Erfindung entnehmen sowie Anregungen und Vorschläge, wie die Erfindungsgegenstände im Rahmen des Beanspruchten abgeändert oder auch weiterentwickelt werden könnte.Further details of the invention emerge from the following description of the preferred embodiments of the invention, which are illustrated in the accompanying drawings. The further advantages of the present invention can also be gathered from the description, as well as suggestions and proposals as to how the objects of the invention could be modified or further developed within the scope of what is claimed.
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Figur 1 zeigt eine perspektivische Ansicht eines Bauwerkelements gemäss einer ersten Ausführungsform der vorliegenden Erfindung;figure 1 shows a perspective view of a building element according to a first embodiment of the present invention; -
Figur 2 zeigt eine Schnittansicht eines Bauwerkelements gemäss der ersten Ausführungsform der vorliegenden Erfindung;figure 2 shows a sectional view of a building element according to the first embodiment of the present invention; -
Figur 3 zeigt eine perspektivische Schnittansicht eines Bauwerkelements gemäss der ersten Ausführungsform der vorliegenden Erfindung;figure 3 shows a perspective sectional view of a building element according to the first embodiment of the present invention; -
Figur 4 zeigt eine perspektivische Ansicht eines Bauwerkelements gemäss einer zweiten Ausführungsform der vorliegenden Erfindung;figure 4 shows a perspective view of a building element according to a second embodiment of the present invention; -
Figur 5 zeigt eine perspektivische Schnittansicht eines Bauwerkelements gemäss der zweiten Ausführungsform der vorliegenden Erfindung;figure 5 shows a perspective sectional view of a building element according to the second embodiment of the present invention; -
Figur 6 zeigt eine Schnittansicht eines Bauwerkelements gemäss der zweiten Ausführungsform der vorliegenden Erfindung;figure 6 shows a sectional view of a building element according to the second embodiment of the present invention; -
Figur 7 zeigt eine Schnittansicht einer Joch-Verbindung zwischen Schraubfundament und Grundelement gemäss einer dritten Ausführungsform der vorliegenden Erfindung; undfigure 7 shows a sectional view of a yoke connection between screw foundation and base element according to a third embodiment of the present invention; and -
Figur 8 zeigt eine perspektivische Ansicht eines Bauwerkelements gemäss einer dritten Ausführungsform der vorliegenden Erfindung.figure 8 shows a perspective view of a building element according to a third embodiment of the present invention.
Das Linienbauwerkelement 10 umfasst weiter mindestens zwei sekundäre Schraubfundamente 13, welche für das Aufnehmen von Drucklasten auf dem Grundelement 11 vorgesehen sind. Das Linienbauwerkelement 10 umfasst auch ein Auflageelement 14, auf welchen das Grundelement 11 gelegt ist. Das Linienbauwerkelement 10 umfasst weiter ein oder mehrere Sensoren 40 und/oder Signalquellen für die Überwachung der Stabilität und Integrität der primären Schraubfundamente 12. Die Sensoren sind mit den Sendemitteln 41 für die Übermittlung der von den Sensoren 40 gemessenen Daten an eine entfernte Zentrale (hier nicht gezeigt) ausgestattet. Auch wenn in
Wie in den
Wie in den
Die Längsachsen X und Y der primären Schraubfundamente 12 beziehungsweise der sekundären Schraubfundamente 13 bilden, wie in
Das Grundelement 11 verfügt weiter über Abdeckplattenaussparungen 19 in welche Abdeckplatten (hier nicht gezeigt) gelegt werden können. Somit kann der Zugang zu den primären Schraubfundamenten 12 gesperrt werden. Dadurch sind die primären Schraubfundamente gegen Umwelteinflüsse geschützt.The
Dank dem Linienbauwerkelement 11 ist es möglich, die primären Schraubfundamente 12 auszuwechseln, ohne einen Rückbau des Bauwerks. Darüber hinaus ist es möglich, die Auswechslung durchzuführen ohne den Betrieb des Bauwerks einstellen zu müssen. Wenn das Linienbauwerk 11 zum Beispiel als Bankettsicherung einer Strasse dient ist es möglich, die primären Schraubfundamente 12 schrittweise auszuwechseln, ohne dass der Verkehr auf der Strasse gestoppt werden muss.Thanks to the
Wie oben erwähnt es ist möglich, durch die Zugangslöcher 12c Sensoren 40 und Signalquellen in die primären Schraubfundamente 12 einzuführen. Damit können die Integrität und Stabilität der Fundamente überprüft werden. Falls nötig können Auswechslungen rechtszeitig vorgenommen werden. Als Sensoren 40 können zum Beispiel optische Kameras, Infrarotkameras, Bewegungssensoren, Vibrationssensoren, akustische Sensoren und/oder seismische Sensoren verwendet werden. So dass Bilder mit optischen Kameras gemacht werden können, können zudem Signalquellen zum Beispiel Lichtquellen in Form von faseroptischen Beleuchtungen durch die Zugangslöcher 12c in die Fundamente 12 nebst den Sensoren 41 eingeführt.As mentioned above, it is possible to insert
Wie in den
Darüber hinaus verfügen die primären Schraubfundamente 12 auch in der zweiten Ausführungsform über Löcher 12c, durch welche Sensoren 40 und/oder Lichtquellen eingeführt werden können. Die Sensoren 40 sind mit den Sendemitteln 41 verbunden, was eine Überwachung der Integrität und der Stabilität der Schraubfundamente in Echtzeit ermöglicht. Wie in dieser Figur illustriert, sind Sensoren 42 vorgesehen, um auch die sekundären Schraubfundamente 13 zu überwachen.In addition, the
Im Gegensatz zum Grundelement 11 weist das Grundelement 21 Durchgangslöcher 24 auf, durch welche die sekundären Schraubfundamente 23 in den Boden eingeführt werden können, wie in
Wie in den
Der grosse Vorteil des Linienbauwerkelements 21 liegt darin, dass nicht nur die primären Schraubfundamente 12 sondern auch die sekundären Schraubfundamente 23 ersetzbar sind, ohne dass das Grundelement 21 vom Boden entfernt werden muss. Darüber hinaus verfügen die sekundären Schraubfundamente 23 über Löcher 23c, durch welche Sensoren und/oder Lichtquellen eingeführt werden können. Dies ermöglicht eine "live" Überwachung der Integrität und Stabilität der sekundären Schraubfundamente 23. Dadurch können die Sicherheit des Linienbauwerks und auch dessen Wirtschaftlichkeit erhöht werden, da die Schraubfundamente nur dann ersetzt werden, wenn dies wirklich nötig ist.The great advantage of the
Wie in der ersten Ausführungsform der vorliegenden Erfindung können mehrere Linienbauwerkelemente 21 kombiniert werden, um ein ganzes Linienbauwerk 50 zu erstellen. Vorteilhafterweise können mehrere Linienbauwerkelemente 11 oder 21 mittels Seilen oder anderen Verbindungselementen 34 zusammengehalten werden. Dadurch erhöht sich die Stabilität des ganzen Linienbauwerks 50.As in the first embodiment of the present invention, multiple
Wie oben erwähnt, kann die Stabilität und Integrität der primären Schraubfundamente 12 und sekundären Schraubfundamente 13,23 mittels Sensoren "live" überwacht werden. Dafür sind Sendemittel 41 vorgesehen, um die von den Sensoren gemessen Daten an eine entfernte Zentrale (nicht gezeigt) zu übermitteln. Vorteilhafterweise benutzen die Sendemittel 41 für diese Übermittlung Mobilfunknetze wie GMS, GPRS, UMTS oder LTE. Es kann aber vorgesehen werden, dass die Sensoren ihre Daten zuerst an eine "lokale" Zentrale, zum Beispiel mittels Wi-Fi o.ä., übermitteln, und dass diese lokale Zentrale die gesammelten Sensordaten an eine delokalisierte Zentrale schickt. Die für die Sensoren und Sendemittel benötigte elektrische Energie kann zum Beispiel durch an den Grundelementen 11, 21 angebrachte Solarpanels (nicht gezeigt) gewonnen werden.As mentioned above, the stability and integrity of the primary ground screws 12 and secondary ground screws 13,23 can be monitored "live" by means of sensors. Transmission means 41 are provided for this purpose in order to transmit the data measured by the sensors to a remote control center (not shown). The transmission means 41 advantageously use mobile radio networks such as GMS, GPRS, UMTS or LTE for this transmission. However, it can be provided that the sensors first transmit their data to a "local" center, for example by means of Wi-Fi or the like, and that this local Center sends the collected sensor data to a delocalized center. The electrical energy required for the sensors and transmission means can be obtained, for example, by solar panels (not shown) attached to the
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Claims (14)
- Building element (10, 20, 60) comprising a base element (11, 61), wherebythe building element (10, 20, 60) comprises at least two primary screw foundations (12, 62), which are able to be introduced into the ground (17) through insertion openings (16, 64) of the base element (11, 21, 61) and by means of which a non-positive connection is able to be created between the base element (11, 61) and the ground (17),the primary screw foundations (12, 62) are able to be replaced without the base element (11, 61) having to be removed from the ground, characterizedin that the building element (10, 20, 60) comprises one or more sensors and/or signal sources for monitoring the stability and integrity of the primary screw foundations (12) and/or of the secondary screw foundations (13),whereby the primary screw foundations (12, 62) and/or the secondary screw foundations (23) have through holes (12c, 23c, 62c), through which the sensors (40, 42) and/or the signal sources are able to be introduced.
- Building element (10, 20) according to claim 1, whereby the base element (11, 61):- takes the form of a cuboid, whereby the insertion openings (16) are oriented in such a way that they do not pass through the weight-bearing surface of the base element (11, 21), or- assumes the shape of a plate (61), whereby the primary screw foundations (62) and the base element (61) are connected to each other by means of yoke connections (63).
- Building element (10, 20) according to claim 2, whereby the base element (11, 21) in the form of a cuboid has supporting surfaces (11a) perpendicular to the insertion openings (16), on which screw foundation flanges (12a) of the primary screw foundations (12) are able to be placed.
- Building element (10, 20) according to claim 3, whereby the supporting surfaces (11a) are arranged within recesses (15) of the base element (11, 21).
- Building element (10, 20) according to claim 4, whereby the recesses (15) are configured in such a way that they are able to be closed by means of cover plates (19).
- Building element (10, 20) according to one of the claims 3 to 5, whereby support rings (18) are arranged between supporting surfaces (11a) and screw foundation flanges (12a).
- Building element (10, 20) according to one of the claims 3 to 6, comprising flange screws (12b) by means of which the distances between the screw foundation flanges (12a) and the supporting surfaces (11a) are adjustable.
- Building element (10) according to one of the claims 2 to 7, comprising one or more support elements (14) by means of which the weight-bearing surface of the base element (11) in the form of a cuboid is able to be accommodated.
- Building element (10) according to claim 8, comprising at least two secondary screw foundations (13), by means of which a non-positive connection is able to be made between supporting elements (14) and the ground.
- Building element (20) according to one of the claims 2 to 7, comprising through-holes (24) in the base element (21) in the form of a cuboid, through which secondary screw foundations (23) are able to be introduced into the ground, the secondary screw foundations (23) comprising bolt holes (25) and the base element (21) comprising side holes (22), through which bolts (26) are able to be introduced, it being possible by means of bolts (26) to establish non-positive connections between base element (21) and secondary screw foundations (23).
- Building element (20) according to claim 10, whereby the secondary screw foundations (23) have interfaces, for example flanges (23a), to which other elements (33), such as safety elements, line construction elevations, warning signals or solar panels are able to be attached.
- Building element (10, 20, 60) according to claim 1, whereby the sensors (40, 42) are optical sensors, such as cameras, vibration sensors, temperature sensors, acoustic sensors, motion sensors, or a combination thereof.
- Building element (10, 20, 60) according to one of the claims 1 to 12, whereby the building element comprises transmitting means (35) by means of which the data measured by the sensors (40, 42) are able to be transmitted to a control center, preferably via mobile radio networks.
- Construction comprising at least one building element (10, 20, 60) according to one of the claims 1 to 13.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH01464/18A CH715591A1 (en) | 2018-11-27 | 2018-11-27 | Building element and structure. |
Publications (2)
Publication Number | Publication Date |
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EP3660221A1 EP3660221A1 (en) | 2020-06-03 |
EP3660221B1 true EP3660221B1 (en) | 2022-09-28 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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EP19206695.9A Active EP3660221B1 (en) | 2018-11-27 | 2019-11-01 | Building element and construction |
Country Status (3)
Country | Link |
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EP (1) | EP3660221B1 (en) |
CH (1) | CH715591A1 (en) |
DK (1) | DK3660221T3 (en) |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
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JP4171470B2 (en) * | 2005-02-08 | 2008-10-22 | 住友電工スチールワイヤー株式会社 | Method for reinforcing concrete structures |
US9133588B2 (en) * | 2005-07-22 | 2015-09-15 | Benjamin G. Stroyer | Boardwalk, deck, and platform system |
WO2008002308A2 (en) * | 2006-06-28 | 2008-01-03 | Timmerman James E | Methods, systems and apparatus for maintaining seawalls |
DE102015104395A1 (en) * | 2015-03-24 | 2016-09-29 | Christina Behrens | screw foundation |
KR101894235B1 (en) * | 2017-02-16 | 2018-09-04 | (주)유신피플 | Bearing Power Reinforcement Structure for Support of Guard Rail |
-
2018
- 2018-11-27 CH CH01464/18A patent/CH715591A1/en unknown
-
2019
- 2019-11-01 DK DK19206695.9T patent/DK3660221T3/en active
- 2019-11-01 EP EP19206695.9A patent/EP3660221B1/en active Active
Also Published As
Publication number | Publication date |
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DK3660221T3 (en) | 2022-11-07 |
EP3660221A1 (en) | 2020-06-03 |
CH715591A1 (en) | 2020-05-29 |
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