EP3460135A1 - Profilé de remplissage de joint - Google Patents
Profilé de remplissage de joint Download PDFInfo
- Publication number
- EP3460135A1 EP3460135A1 EP18205299.3A EP18205299A EP3460135A1 EP 3460135 A1 EP3460135 A1 EP 3460135A1 EP 18205299 A EP18205299 A EP 18205299A EP 3460135 A1 EP3460135 A1 EP 3460135A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- joint
- joint filling
- profile
- filling profile
- profile according
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
- E04F15/02005—Construction of joints, e.g. dividing strips
- E04F15/02016—Construction of joints, e.g. dividing strips with sealing elements between flooring elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6803—Joint covers
- E04B1/6804—Joint covers specially adapted for floor parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
- E04F15/02005—Construction of joints, e.g. dividing strips
- E04F15/02033—Joints with beveled or recessed upper edges
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
- E04F15/14—Construction of joints, e.g. dividing strips
Definitions
- the invention relates to a joint filling profile for forming a joint seal between floor slabs, with a vertical leg projecting into the joint and a profiled body formed from a joint grout and lying in a joint widening.
- Joint filling profiles for the formation of a joint seal are well known from the prior art per se.
- the DE 100 02 866 B4 as well as the EP 2 098 651 A2 generic joint filling profiles.
- joint filling typically, the joint provided between two floor panels is sealed by means of a so-called joint filling.
- This can be done in a simple manner, that the joint is filled with a joint grout.
- trained joint filling profiles have disadvantageously but only a limited life, especially if they are exposed to appropriate loads, as is often the case in the field of industrial applications of the case.
- each of the bottom plates adjacent to the vertical leg of the joint filling profile provides a region which is chemically and / or mechanically equipped such that the joint sealing compound introduced into the joint and joint enlargement does not make direct contact with the bottom plate in this region.
- this ensures that the joint filling profile without the risk of detachment from the substrate has an increased elasticity, since in the areas where there is no direct connection between the Fugenvergussmasse on the one hand and the floor panels on the other hand, allows stretching of the Fugenvergussmasse forming material is because in these areas only the material is stretched without being hindered by a cling to the ground.
- Fugenhellungsprofile after the EP 2 098 651 A2 higher mechanical and / or thermal loads to keep up, and this at a significantly reduced risk of unwanted detachment from the substrate.
- a liquid-tight industrial flooring which consists of concrete floor slabs, which are kept apart by means of intermediate spacers to form joints.
- the concrete floor panels have above the spacers at their end faces a spaced from the top of the plate arranged longitudinal chamber, in which a stretchable sealing strip is introduced.
- WO 2007/053119 A1 Furthermore, a method for applying a coating on panels is known, wherein the butt joint between two panels is protected against penetration of coating material in that the butt joint is covered on the top side with a multilayer strip element. It relates to the figures of the WO 2007/053119 A1 preferred embodiment wall panels, which are equipped with a coating of mortar / gypsum.
- a joint filling profile is proposed with the invention that is characterized in that the vertical leg and the profile body are separated from each other with the interposition of a release material.
- the joint filling profile formed from vertical leg and profile body is no longer formed in one piece. It is rather provided according to the invention to separate the vertical leg of the profile body, and in fact by the fact that the vertical leg and the profile body with the interposition of a separating material are separated from each other.
- the joint and the joint widening are filled with potting compound, for which purpose the joint is flush-filled with joint grout to the joint widening.
- a joint filling profile is produced, which has a vertical leg projecting into the joint and a profile body formed integrally therewith and arranged in the joint widening.
- the joint filling profile thereby form, that first the joint is filled, so that the vertical leg of the subsequent joint filling profile is formed. So there is no filling of the joint to the joint widening instead.
- the thus formed vertical leg is then equipped on its side facing the joint widening top with a release material.
- a release material can be done mechanically or chemically, wherein the formation of a mechanical separation by the introduction of an intermediate layer is preferred.
- a metal foil in particular an aluminum foil, can serve as the mechanical separating layer, which has the advantage that there are no thermal restrictions with regard to the use and processing of corresponding joint casting compounds.
- the profile body is formed from a potting compound, wherein the profile body is separated from the vertical leg due to the previously applied release material. Consequently, there is no direct connection between the vertical leg and the profile body after the joint filling profile has been formed.
- the inventive separation of vertical leg and profile body brings the significant advantage that undesirable cracking are avoided even in the transition region between vertical leg and profile body. Because lack of one-piece construction is dispensed with the formation of different material thicknesses, so that a different due to different thicknesses of material expansion behavior is prevented. It can thus unwanted separation phenomena, especially flank tears can be more effectively avoided, thus resulting in an increased life.
- the profile body lies according to a further feature of the invention in a joint adjacent to the first section with the interposition of a release material on the associated base plate without connection. According to this development, there is therefore not only no direct connection between profile body and vertical web, but also between profile body and associated bottom plate, in a first portion of the profile body, which is formed adjacent to the joint. Accordingly, it is therefore provided that the profile body has no direct connection to the ground, in a region which extends over a first portion of the first bottom plate, the vertical leg and a further first portion with respect to the other bottom plate.
- This configuration allows the joint filling profile advantageously, To compensate for mechanical and / or thermal stress work to be able to do, due to the lack of direct connection between the profile body surface in the prescribed range there is no risk of tearing and / or peeling.
- the lack of integrity of profile body and vertical leg comes into play, since the profile body can stretch independently of the vertical leg both in the horizontal and in the vertical, the possibility of expansion of the profile body is thus not affected by the vertical leg.
- the lens effects which disadvantageously occur in constructions known from the prior art, that is to say constrictions caused by stretching, can thus be reduced or even prevented.
- the profile body has in a second section adjacent to the first section a projecting into a groove of the associated bottom plate first vertical web. Accordingly, a second section adjoins the outside of the first section of the profile body. Within this second section of the profile body is in direct connection with the associated bottom plate, is provided for anchoring the profile body in the associated bottom plate, that the bottom plate is equipped with a groove extending in the longitudinal direction of the groove, in which engages a provided by the profile body vertical web. It is therefore proposed a profile body, which has no direct connection in the region of the joint and in the region of the first portion and in the region of the second portion has a direct connection to the ground.
- the profile body in the second section has a second vertical web spaced from the first vertical web, which projects into a groove of the associated bottom plate.
- the second section has two vertical webs.
- the two vertical webs preferably delimit the second section, that is to say the second section extends from the first vertical web up to the second vertical web.
- both vertical webs each engage in an associated groove of the associated bottom plate, so that an intimate and direct connection between the profile body and associated bottom plate is formed in the region of the second section.
- a plurality of reinforcements are embedded, which are arranged one behind the other in the longitudinal direction of the joint.
- the purpose of the reinforcements is to prevent expansion of the profile body in the area where there is no direct connection to the ground. The reinforcement thus ensures that the profile body, despite the above-described elasticity even in the case of load substantially plane-parallel with the adjacent floor panels.
- a reinforcement has a guide body on the one hand and a reinforcing element on the other hand, wherein the reinforcing element is designed to be displaceable relative to the guide body.
- the guide body receives the reinforcing element, so that no direct connection between the joint grout of the profile body is formed with the reinforcing element.
- the reinforcing element thus does not hinder the elasticity of the profile body. Rather, it is possible due to the relative displaceability of the reinforcing element relative to the guide body, that the reinforcing element participates in the movements of the profile body.
- the guide body is, however, also stretchable, so that this also does not preclude an expansion movement of the profile body.
- the guide body is according to a further feature of the invention, a sleeve, and the reinforcing element may be, for example, a rod, in particular a metal rod.
- the rod In the final assembled state it is provided that the rod is received by the sleeve longitudinally displaceable, wherein the sleeve has a longitudinal extent of the rod exceeding the longitudinal extent. This ensures that in the case of elongation of the profile body, the rod can move within the sleeve and is not limited by the sleeve in the movement.
- the rod can migrate in the expansion case within the sleeve, so that the expansion movement of the profile body is not blocked by serving as a reinforcing member rod.
- the reinforcement is supported on the bottom plates with the interposition of a spacer.
- the spacer is used to align the reinforcement accurately positioned before the joint widening is filled to form the profile body with joint grout.
- the profile body is preferably axisymmetric and has two first sections adjacent to the joint, to each of which a second section adjoins. In this case, no direct connection between the profile body and the substrate is formed in the region of the joint and the first two sections. Such a direct connection is formed in the outer second sections.
- the separating material extends in the region of the joint and the two first sections adjacent thereto. It is thus created a continuous area, which extends from the first portion of the first floor panel over the joint to the first portion of the second floor panel, in which no direct connection of the profile body is formed with the ground.
- the reinforcement is designed in accordance with a further feature of the invention so that it extends into the second sections.
- the reinforcement thus spans the region of the profile body in which no direct connection to the substrate is formed, the reinforcement projecting on one end into the second section of the first floor panel and the other end into the second section of the other floor panel. In that regard, a cross-over the first sections and the joint connection of the two second sections is created.
- the vertical leg and / or the profile body at least partially temperature resistant up to a temperature of 60 ° C, preferably up to a temperature of 70 ° C, even more preferably up to a temperature of 80 ° C. is / are trained.
- the joint filling profile is at least partially formed temperature resistant.
- the joint filling profile is therefore also suitable for installation in areas that are exposed to elevated temperatures as intended.
- floor areas of industrial plants that serve the installation of temperature-emitting machines, ovens and / or the like.
- the vertical leg and / or the profile body forming potting compound from one to 60 ° C, preferably from one to 70 ° C, more preferably from a thermostable to 80 ° C material is / are formed.
- a thermostable plastic material is used, which is introduced in the liquid state in the joint and / or the joint widening and is thermostable after its curing up to said temperatures.
- it can be provided to form the vertical leg and / or the profile body of a non-thermostable material and to provide a profile body covering the top side coating, which is thermally stable up to the temperatures mentioned.
- the potting compound is added granules of a thermostable material.
- a granulate may be, for example, stone materials and / or graphite.
- the potting compound forming the vertical leg and / or the profile body has particles which change their color as a result of physical and / or chemical influences.
- the color change of the particles is advantageously used to be able to make a visual check by the user on the inventive joint filling profile.
- Physical and / or chemical influencing factors which can lead to a change in color of the potting compound added particles are, for example, mechanical pressure, aging processes, effects of chemical substances, such as acid and / or the like.
- it can thus be determined in a simple manner that the guaranteed lifetime of the joint filling profile is reached by the manufacturer, which is why it has to be exchanged to maintain functional reliability.
- a change in color as a result of too high a mechanical load is advantageous, because it can come to an irreversible deformation of the joint filling profile, in particular as a result of high pressure loads.
- the actually desired functional reliability may then no longer be given, which is visually displayed to the user by a change in color of the joint filling profile.
- chemical substance can also lead to damage to the joint filling profile, which is why it is advantageous that a user can be displayed by color change that the joint filling profile was exposed to appropriate chemical substances such as acids.
- a signal line is embedded in the profile body and / or the vertical leg.
- a signal line may be an optical waveguide or a live conductor.
- Such a signal line proves to be advantageous for several reasons. It can be used, for example, as a means of counting crossings. This can be done, for example, by permanently applying a signal to the signal line which changes as a result of a pressure load, that is to say in the case of a crossing. This signal change is detected by means of a corresponding receiving unit. In this way, the number of crossings can be determined, wherein it is preferably provided that upon reaching a predetermined number of crossings a display takes place, which indicates to the user that, for example, a manufacturer guaranteed number of crossings is reached.
- the signal line can be used in an advantageous manner as a crack detector. Because in the case of cracking it comes to an exposure of the signal line and / or destruction of the same. This can be detected and displayed to the user accordingly.
- a plurality of signal lines are used, if appropriate also in the design of a signal line mat. At the same time, such a mat can also serve as a separating material in the already already explained sense.
- a humidity sensor is provided.
- a moisture sensor may be embedded in the potting compound of the joint filling profile and / or introduced into the joint and / or the joint expansion prior to forming the vertical limb and / or the profile body.
- the moisture sensor is used, in particular, to detect water that has penetrated into the joint filling profile that in the case of detection, a corresponding output can be made to the user.
- the joint filling profile designed according to the invention is watertight and is also watertight against the associated floor panels. In the case of a striking of the moisture sensor, this is therefore synonymous with the fact that the joint filling profile at least partially destroyed and / or has a cracking, through which water has penetrated.
- the moisture sensor is therefore used to detect any damage to the joint filling profile early.
- a light strip embedded in the joint filling profile is provided.
- a light strip serves in particular in emergency situations to provide a Weg Entry and / or escape routes to mark.
- it is provided in this connection to connect the light strip to a corresponding emergency system communication technology, so that a commissioning of the light strip is actually only in case of an emergency situation.
- the joint filling profile is characterized by an embedded, fire-retardant, heat-insulating and / or heat-acting agent, for example a coolant-releasing agent.
- a fire retardant can be formed, for example, by suitable mortars, stone materials and / or the like.
- thermal insulating agents mineral fibers, rock wool or the like may be provided.
- a substance which gives off an agent under the action of heat can, in particular, be a material which foams under the action of heat or a hydrate which gives off water under the influence of heat. Alternatively, it is also possible to provide an active substance which swells under the influence of heat.
- an active substance of the aforementioned type is intended in particular for such joint filling profiles, which are formed below room closures, such as doors or gates.
- those active ingredients are preferred which swell under the action of heat, because this ensures that the gap provided in the intended use between the space closure and the joint filling profile swells. This not only provides protection against a fire flashover, but also against unwanted smoke propagation.
- a heat-swelling active substance also has the advantage of forming a liquid retention volume, namely in that the swollen joint filling profile provides a barrier to leaked liquids, either to protect against entering a room or from escaping from a room.
- an active ingredient of the aforementioned type is part of a strip or string element.
- Such an element can be embedded in the execution of the case in a simple manner in the joint filling profile. It is preferred to embed such a strip element in the profile body, that is as close to the surface as possible. If the active ingredient is one that swells under the influence of heat, the joint filling profile ruptures on swelling and, above the joint filling profile, a barrier running in correspondence with the laying path of the strip or cord element is formed.
- each relate to protectable inventions, they are therefore independent of the fact that the vertical leg and the profile body with the interposition of a separating material are separated from each other. As can be seen even without such a separation a reinforcement, optical fibers, fire protection strips or cords and / or the like may be provided. The same applies to a temperature-resistant design, either by a correspondingly formed potting compound and / or the provision of a corresponding cover layer.
- the invention further proposes a method for producing a joint seal between floor slabs, in which a substantially horizontally extending joint widening is carried out at the free upper facing each other adjacent edge plates, in which the joint is flush-filled with the bottom of the joint widening, in which the material filling the joint is provided on the upper side with a release material and in which the joint widening with joint grout is flush-filled with the bottom plates.
- the reason of the joint widening is provided in a section adjacent to the joint with a release material.
- Fig. 3 shows a schematic sectional view of a joint filling profile 1 according to the prior art according to the EP 2 098 65 A2 recognize.
- Fig. 3 shows, is between two adjacent floor panels 3 and 4 leave a gap 2, for example, an expansion joint. This usually results from building codes or other necessities.
- a filling material 10 for example a foam insert, and a round cord 12 are arranged in a manner known per se, in order to prevent three-sided adhesion. Otherwise, the grout would combine both the floor panels 3 and 4 and the underlying floor.
- a substantially horizontally extending joint widening 5 is formed, which on the outside forms rectangular grooves which run essentially parallel to the joint 2.
- the joint 2 is flush-filled with grout 9 flush to the joint widening 5. It is formed such a joint filling profile that has a profile body 7 and an integrally formed therewith vertical leg 6, which vertical leg 6 projects into the joint 2.
- FIGS. 1 and 2 let the joint filling profile 1 according to the invention recognize.
- the vertical leg 6 and the profile body 7 of the joint filling profile 1 in departure from the prior art are not integrally formed, but rather separated from each other.
- the separating material 8 may be, for example, a mechanically acting intermediate layer, for example a metal foil, in particular an aluminum foil.
- the profile body 7 is formed from a Fugenvergussmasse 9, whereas the vertical leg 6 is formed as a compression block 13 and is formed for example of an elastic material, such as a foam material.
- the vertical leg 6 may be formed from a joint grout 9, in which case preferably the same potting compound is used for both the vertical leg 6 and 7 for the profile body.
- the separating material 8 ie there is no direct connection between the profile body 7 and the vertical leg 6.
- the profile body 7 For each base plate 3 or 4, the profile body 7 provides a first section 14 or 15 adjacent to the joint 2, in which first section 14 or 15 the profile body 7 rests without connection on the associated base plate 3 or 4 with the interposition of a separating material 8. It is created as a continuous area, which extends over the formed in the region of the bottom plate 3 first section 15, the joint 2 and formed in the region of the bottom plate 4 first portion 14, in which no direct connection between the profile body 7 and the ground consists.
- the profile body has second sections 16 and 17 adjacent to the first sections 14 and 15, respectively. In the area of these sections 16 or 17 there is a direct connection between the profile body 7 forming Fugenvergussmasse 9 and the substrate formed by the respective bottom plates 3 and 4 respectively.
- the second sections 16 and 17 each have first and second vertical webs 20 and 21 which engage in corresponding grooves 18 and 19 of the bottom plates 3 and 4 respectively.
- reinforcements 22 are arranged in the form of dowels.
- dowels which are arranged one behind the other in the longitudinal direction 29 of the joint 2, as can be seen in particular from the sectional view Fig. 2 results.
- the dowels are preferably positioned at equidistant intervals adjacent to each other.
- Each dowel has a guide body 23 in the form of a sleeve and a received by the sleeve reinforcing element 24 in the form of a rod. It is, as in particular the representation after Fig. 2 can recognize a sleeve formed in its longitudinal extension longer than the associated rod, that is, the longitudinal extent of the sleeve exceeds the longitudinal extent of the associated rod. This configuration makes it possible that the rod can move relative to the sleeve.
- each spacer 25 or 26 consists of a running in the longitudinal direction of the joint 29 bearing member 27 which is supported by support members 28, as can be seen in particular from the illustration Fig. 2 results.
- the filling material 10 and the round cord 12 are first introduced into the joint 2. Subsequently, the formation of the vertical leg 6, in the illustrated embodiment, by the introduction of a compression block 13 in the joint 2, wherein the joint 2 is flush flush with the bottom of the joint 5 widened. The compression block 3 thus closes flush with the surface of the joint widening 5.
- the separating material 8 is introduced, which extends in the embodiment shown on the joint 2 and the first two sections 14 and 15 of the bottom plates 3 and 4 respectively.
- the spacers 25 and 26 are then positioned within the seam widening 5, onto which the dowels 22 are then placed, as in FIG Fig. 2 shown.
- Fugenvergussmasse 9 is introduced to form the profile body 7 in the joint widening 5, wherein the joint widening 5 is flush-filled with Fugenvergussmasse flush with the bottom plates 3 and 4.
- the advantage of the joint filling profile according to the invention is in particular that in the transition region between the profile body 7 and the vertical leg 6 can not be due to different material thicknesses to tearing or cracking, which would then lead to undesirable deletions. Furthermore, a comparatively large area is created by the connection-free design of the profile body 6 in the region of the first sections 14 and 15 and the joint 2, in which the joint filling profile 1 can perform free expansion work to compensate for mechanical and / or thermal stress. Unwanted detachments and / or edge breaks are thus avoided. In this case, such expansion work is not opposed to the vertical leg 6, since according to the invention there is no direct connection between the vertical leg 6 and the profile body 7.
- reinforcements in the form of dowels 22 are introduced into the profile body 7.
- the dowels 22 do not counteract or hinder an expansion movement of the joint filling profile 1, since the rods 24 serving as reinforcing elements are arranged to be longitudinally displaceable in the associated sleeves 23, so that the rods 24 are allowed to move along.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
- Floor Finish (AREA)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP20185359.5A EP3757313A1 (fr) | 2016-05-06 | 2017-05-05 | Profilé de remplissage de joint |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE202016102430.7U DE202016102430U1 (de) | 2016-05-06 | 2016-05-06 | Fugenfüllungsprofil |
| EP17169622.2A EP3241953B1 (fr) | 2016-05-06 | 2017-05-05 | Profilé de remplissage de joint |
Related Parent Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP17169622.2A Division EP3241953B1 (fr) | 2016-05-06 | 2017-05-05 | Profilé de remplissage de joint |
| EP17169622.2A Division-Into EP3241953B1 (fr) | 2016-05-06 | 2017-05-05 | Profilé de remplissage de joint |
Related Child Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP20185359.5A Division-Into EP3757313A1 (fr) | 2016-05-06 | 2017-05-05 | Profilé de remplissage de joint |
| EP20185359.5A Division EP3757313A1 (fr) | 2016-05-06 | 2017-05-05 | Profilé de remplissage de joint |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP3460135A1 true EP3460135A1 (fr) | 2019-03-27 |
| EP3460135B1 EP3460135B1 (fr) | 2021-01-27 |
Family
ID=58672428
Family Applications (4)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP20185359.5A Pending EP3757313A1 (fr) | 2016-05-06 | 2017-05-05 | Profilé de remplissage de joint |
| EP18205299.3A Active EP3460135B1 (fr) | 2016-05-06 | 2017-05-05 | Profilé de remplissage de joint |
| EP18185489.4A Active EP3412842B1 (fr) | 2016-05-06 | 2017-05-05 | Profilé de remplissage de joint |
| EP17169622.2A Active EP3241953B1 (fr) | 2016-05-06 | 2017-05-05 | Profilé de remplissage de joint |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP20185359.5A Pending EP3757313A1 (fr) | 2016-05-06 | 2017-05-05 | Profilé de remplissage de joint |
Family Applications After (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP18185489.4A Active EP3412842B1 (fr) | 2016-05-06 | 2017-05-05 | Profilé de remplissage de joint |
| EP17169622.2A Active EP3241953B1 (fr) | 2016-05-06 | 2017-05-05 | Profilé de remplissage de joint |
Country Status (4)
| Country | Link |
|---|---|
| US (1) | US10577806B2 (fr) |
| EP (4) | EP3757313A1 (fr) |
| CA (1) | CA2966467C (fr) |
| DE (1) | DE202016102430U1 (fr) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE202019101140U1 (de) | 2019-02-28 | 2020-05-29 | Sk Wiegrink Beteiligungs Gmbh | Fugenfüllungsprofil |
| JP7308486B2 (ja) * | 2019-11-01 | 2023-07-14 | 西日本高速道路メンテナンス九州株式会社 | ジョイント装置の止水機能回復方法 |
| CN116065787B (zh) * | 2023-02-25 | 2025-08-05 | 北京佰地建院装饰工程设计有限公司 | 一种地暖地面装饰伸缩缝构造 |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0209865A2 (fr) | 1985-07-19 | 1987-01-28 | Matsushita Electric Industrial Co., Ltd. | Moteur à ultrasons |
| EP0445341A1 (fr) | 1990-03-09 | 1991-09-11 | Stelcon Aktiengesellschaft | Revêtement de sol industriel étanche |
| US20030026954A1 (en) * | 2001-08-01 | 2003-02-06 | Winterowd Jack G. | Colorless edge sealant for wood-based panels |
| WO2007053119A1 (fr) | 2005-11-04 | 2007-05-10 | National University Of Singapore | Procede d'application de milieu de revetement et panneau preforme |
| DE10002866B4 (de) | 2000-01-24 | 2008-02-07 | Sk Wiegrink Beteiligungs Gmbh | Verfahren zur Herstellung eines Fugenfüllungsprofils |
| AU2007201116A1 (en) * | 2006-09-13 | 2008-04-03 | David John Denny | Improvements in expansion joints |
| EP2098651A2 (fr) | 2008-03-03 | 2009-09-09 | SK Wiegrink Beteiligungs GmbH | Profilé de remplissage de joint et son procédé de fabrication |
| DE102015118223A1 (de) * | 2015-10-26 | 2017-04-27 | Ibotac GmbH & Co. KG | Fugenausbildung |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| DE1017198B (de) * | 1955-08-08 | 1957-10-10 | Eugen Wallrauch Dipl Ing | Duebel zum Verduebeln der Platten von Betonfahrbahndecken, -startbahnen u. dgl. |
| US2885939A (en) * | 1957-07-26 | 1959-05-12 | Dave M Bartholow | Screed expansion joint |
| DD56612A1 (de) * | 1965-04-17 | 1967-06-20 | Wolfram Diecke | Dehnungsfugenkonstruktion für duroplastische beschichtungen |
| US3542375A (en) * | 1966-08-10 | 1970-11-24 | Dow Corning | Joint sealing composite with heat activating component |
| BE759639A (fr) * | 1969-12-20 | 1971-04-30 | Stog Kg Ind & Rohrleitung | Garniture de joint pour raccord de ponts, routes, etc... |
| NL171917C (nl) * | 1972-07-19 | 1983-06-01 | Wsw Stahl & Wasserbau Gmbh | Voeginlegsel voor het overbruggen van een dilatatievoeg in een wegdek. |
| US3880539A (en) * | 1973-05-14 | 1975-04-29 | Brown Co D S | Expansion joint and seal |
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| FR2308747A1 (fr) * | 1975-04-22 | 1976-11-19 | Sept Sarl | Dispositif de jointoiement de structures en beton |
| US4169688A (en) * | 1976-03-15 | 1979-10-02 | Sato Toshio | Artificial skating-rink floor |
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| FR2463834A1 (fr) * | 1979-08-20 | 1981-02-27 | Ceintrey M | Joint de dilatation d'ouvrages d'art et son procede de fixation |
| DE3416080C2 (de) * | 1984-04-30 | 1986-11-06 | Alfred 8068 Pfaffenhofen Hartkorn | Fugenüberbrückungskonstruktion für Brücken o.dgl. Bauwerke |
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| US8790038B2 (en) * | 2012-11-30 | 2014-07-29 | Dynamic Surface Applications, Ltd. | Expansion joint and methods of preparing same |
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| CA2882994A1 (fr) * | 2015-02-24 | 2016-08-24 | Jose M. Moita | Corps muni de lumieres encastrees |
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2016
- 2016-05-06 DE DE202016102430.7U patent/DE202016102430U1/de not_active Expired - Lifetime
-
2017
- 2017-05-05 EP EP20185359.5A patent/EP3757313A1/fr active Pending
- 2017-05-05 EP EP18205299.3A patent/EP3460135B1/fr active Active
- 2017-05-05 EP EP18185489.4A patent/EP3412842B1/fr active Active
- 2017-05-05 EP EP17169622.2A patent/EP3241953B1/fr active Active
- 2017-05-08 US US15/589,128 patent/US10577806B2/en active Active
- 2017-05-10 CA CA2966467A patent/CA2966467C/fr active Active
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| EP0209865A2 (fr) | 1985-07-19 | 1987-01-28 | Matsushita Electric Industrial Co., Ltd. | Moteur à ultrasons |
| EP0445341A1 (fr) | 1990-03-09 | 1991-09-11 | Stelcon Aktiengesellschaft | Revêtement de sol industriel étanche |
| DE10002866B4 (de) | 2000-01-24 | 2008-02-07 | Sk Wiegrink Beteiligungs Gmbh | Verfahren zur Herstellung eines Fugenfüllungsprofils |
| US20030026954A1 (en) * | 2001-08-01 | 2003-02-06 | Winterowd Jack G. | Colorless edge sealant for wood-based panels |
| WO2007053119A1 (fr) | 2005-11-04 | 2007-05-10 | National University Of Singapore | Procede d'application de milieu de revetement et panneau preforme |
| AU2007201116A1 (en) * | 2006-09-13 | 2008-04-03 | David John Denny | Improvements in expansion joints |
| EP2098651A2 (fr) | 2008-03-03 | 2009-09-09 | SK Wiegrink Beteiligungs GmbH | Profilé de remplissage de joint et son procédé de fabrication |
| DE102015118223A1 (de) * | 2015-10-26 | 2017-04-27 | Ibotac GmbH & Co. KG | Fugenausbildung |
Also Published As
| Publication number | Publication date |
|---|---|
| CA2966467C (fr) | 2020-05-12 |
| EP3460135B1 (fr) | 2021-01-27 |
| CA2966467A1 (fr) | 2017-11-06 |
| US20170321432A1 (en) | 2017-11-09 |
| EP3412842B1 (fr) | 2019-07-17 |
| EP3241953A1 (fr) | 2017-11-08 |
| EP3757313A1 (fr) | 2020-12-30 |
| EP3241953B1 (fr) | 2019-07-10 |
| EP3412842A1 (fr) | 2018-12-12 |
| DE202016102430U1 (de) | 2017-08-09 |
| US10577806B2 (en) | 2020-03-03 |
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