EP1343944A2 - Verfahren und vorrichtung für ein verbinden von voneinander durch eine fuge getrennten estrichbereichen - Google Patents
Verfahren und vorrichtung für ein verbinden von voneinander durch eine fuge getrennten estrichbereichenInfo
- Publication number
- EP1343944A2 EP1343944A2 EP01994601A EP01994601A EP1343944A2 EP 1343944 A2 EP1343944 A2 EP 1343944A2 EP 01994601 A EP01994601 A EP 01994601A EP 01994601 A EP01994601 A EP 01994601A EP 1343944 A2 EP1343944 A2 EP 1343944A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- connector
- joint
- screed
- anchoring sections
- connector 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
Links
- 238000000034 method Methods 0.000 title claims abstract description 31
- 238000004873 anchoring Methods 0.000 claims description 101
- 239000006260 foam Substances 0.000 claims description 37
- 239000004033 plastic Substances 0.000 claims description 17
- 229920003023 plastic Polymers 0.000 claims description 17
- 229910052751 metal Inorganic materials 0.000 claims description 11
- 239000002184 metal Substances 0.000 claims description 11
- 230000004323 axial length Effects 0.000 claims description 6
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 description 6
- 238000005266 casting Methods 0.000 description 5
- 239000011347 resin Substances 0.000 description 4
- 229920005989 resin Polymers 0.000 description 4
- 239000012774 insulation material Substances 0.000 description 3
- 150000001875 compounds Chemical class 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 230000001771 impaired effect Effects 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 239000002390 adhesive tape Substances 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000000873 masking effect Effects 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
- E04G21/125—Reinforcement continuity box
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
- E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
- E01C11/14—Dowel assembly ; Design or construction of reinforcements in the area of joints
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
- E01C23/02—Devices for making, treating or filling grooves or like channels in not-yet-hardened paving, e.g. for joints or markings; Removable forms therefor; Devices for introducing inserts or removable insert-supports in not-yet-hardened paving
- E01C23/026—Introducing preformed inserts into or filling grooves or like channels in laid paving, with or without concurrent making or working of groove or channel, e.g. filling groove with semi-plastic material
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
- E04B1/483—Shear dowels to be embedded in concrete
-
- 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 method and a device for connecting screed areas separated from one another by a joint, in particular an expansion joint.
- the device is suitable both for screed areas that have already been applied to a floor, that is to say for a subsequent connection of existing screed areas that are already applied to a floor, as well as for connecting screed areas that are still to be applied. With only a few changes, the method is nevertheless suitable for already being used when the screed areas are applied to a floor.
- the object of the invention is to provide methods and a device with which screed areas can be anchored to one another in a simple and cost-effective manner both to one another and to the floor, both when applying a screed and in particular subsequently.
- the inventive method according to claim 1 is simple, but efficient.
- the introduction of two aligned incisions in the screed areas substantially across the joint is possible without any problems, even in a fully hardened screed.
- the introduction of the incisions by means of an angle grinder has proven to be extremely expedient, since this enables very clean incisions to be made which, moreover, do not break out. Nevertheless, it is also entirely possible to make such incisions in the screed areas with simple aids such as a hammer and chisel, possibly a mason ax or the like.
- a rod-like connector connecting the screed areas is inserted into them.
- This connector must be fixed on the floor in the area of the joint. Suitable devices can be provided on the connector for this purpose. In this way, an eyelet can be provided in a simple manner, through which the connector is screwed to the floor in the region of the joint or otherwise fixed.
- a large number of alternatives for such a fastening are also available, for example fastening to the reinforcement of the floor by means of wire.
- anchoring sections of the connector are embedded in the screed areas.
- Conventional casting compounds, possibly also screed materials, can be used here.
- the embedding also only takes place in the incisions, but not in the region of the joint, so that the embedded anchoring sections of the connector are in their Remain longitudinally displaceable against each other.
- the functionality of the expansion joint with regard to, for example, a different thermal expansion of the screed areas is still guaranteed. This certainly in the direction of the axial extension of the rod-like connector and in the direction of its positioning in relation to the joint, but also to a small extent due to play, tolerances and the like.
- Such play should only be absent in the vertical direction, so that the screed areas can no longer perform vertical movements against one another if the connector is fixed on the floor in order to prevent the screed areas from wobbling or tipping against one another.
- different screed material can be taken into account, for example a cement screed and a liquid screed.
- the screed areas can be anchored in a comparably simple manner as soon as these screed areas are applied.
- the connectors can be fixed in a simple manner in the area of the future joint, for example along a line marking the future joint, a line or the like.
- the rod-like connectors are aligned essentially transversely to the joint.
- it is important to ensure that the embedded anchoring sections are now directly attached The screed is anchored, its longitudinal extension remains displaceable in relation to one another so that the expansion joint continues to function.
- Screed sections in the longitudinal extension of the connectors are safely permitted in two directions and also dampened. This is regardless of the type of insertion and embedding of the anchoring sections.
- the possibility of displacing the anchoring sections relative to one another advantageously enables the connector to be fixed in the incisions when it is inserted, provided that the sum of the lengths of the incisions and the width of the joint is shorter than the maximum axial length of the connector.
- the connector is then clamped axially under tension in the incisions. In particular, this also makes it easier to fix the connector in the region of the joint, since the connector is already positioned by being clamped in place.
- the connector in the region of the joint can be permanently elastic and / or deformable.
- An assembly foam is recommended for such a setting.
- a secure attachment to the floor and then regularly to the side walls of the screed areas Joint is guaranteed.
- the connector is then fixed sufficiently firmly and in a simple manner.
- the assembly foam of a connector-fixed depot is released for the fixing.
- the cumbersome handling with assembly foam cartridges is therefore not necessary and the amount of assembly foam provided in the depot can be dimensioned precisely and sufficiently.
- the assembly foam will fill the joint in the area of the connector. Since the joint is open at the top, overdosing of assembly foam will not be a problem, since assembly foam that swells beyond the joint can also be cut off in a simple manner. In the longitudinal direction of the joint, an insulation or insulation material, which is usually inserted into an expansion joint, will prevent excessive expansion of the assembly foam.
- the anchoring sections of the connector it is provided that they are embedded in the incisions in the screed areas in a positive and non-positive manner. This provides a rigid mechanical connection between the anchoring gate and the screed area. Extending in the axial direction is hardly conceivable and it is thus ensured that forces are transmitted directly to the anchoring sections, for example in the axial direction in the case of thermal shrinking or stretching processes of the screed areas and in the vertical direction in the case of loads.
- Such embedding can be done in original screed material itself, but embedding in a plastic casting compound is preferred, especially in a casting resin.
- a plastic casting compound is preferred, especially in a casting resin.
- the two anchoring sections can each be displaced against the force of a spring which is supported on the other end of the member.
- the anchoring sections can be displaced against one another and against the central part against the force of a common spring. This measure ensures that embedded anchoring sections of the connector remain displaceable in their axial longitudinal extent relative to one another and against the central part, so that the function of the expansion joint remains guaranteed.
- further movements of screed areas connected to one another by means of the connector according to the invention are largely excluded. In particular, movements in the vertical direction should no longer be possible, also due to tolerances or the like, since the middle part is also fixed on the floor.
- a preferred constructive embodiment of the connector according to the invention provides that the central part has a depot for an assembly foam, by means of which the central part is fixed on the floor and then also regularly on the side walls of the screed areas. Separate work processes of a more complex nature for setting are thus avoided.
- the depot in the form of a bag, hose or sack, receives the assembly foam.
- the connector with the depot can then be introduced into the joint or into the incisions, the depot being easy to press into the joint due to its flexibility. There it is then expediently simply torn open and the assembly foam then emerges for fixing the connector.
- the central part is formed in a ring shape and wraps around the mutually facing ends of the anchoring sections. Then held and guided directly by the central part or, for example, also telescopically inserted into one another, the anchoring sections can then be easily moved relative to one another and guided against the central part. Suitable measures, such as bending the ends facing each other to form an annular shoulder, can prevent the anchoring sections from being pulled out of the middle part or being pressed out due to the force of the spring or springs. Alternatively, lugs in grooves can prevent this.
- the central part is essentially U-shaped in a cross section and the free legs point radially outward.
- the middle section can easily serve to accommodate the depot for an assembly foam. If it is further provided that the free legs protrude at least in sections into the depot, the central part is securely and well anchored in the leaked assembly foam and thus also a secure fixing of the connector in the joint.
- the anchoring sections are sleeve-like, accommodating a spring. Sleeve-like in order to form a contact surface of the spring then guided within the anchoring sections towards the free ends of the anchoring sections. The spring is therefore certainly not impaired in its function by embedding the anchoring sections.
- the springs will be supported on the middle part at the other end.
- only one spring is provided, which will be supported on the end contact surfaces of the anchoring sections, penetrating the middle part.
- an anchoring section can still be moved against the mounting foam, which may have penetrated into the middle part, since the mounting foam is not very resistant to such mechanical loads.
- sealing measures are taken which prevent the assembly foam from penetrating into the interior of the middle part and the anchoring sections, for example by means of suitable seals, circumferential collars or the like.
- the outer surface of the anchoring sections is roughly profiled regularly, such that an axial extension from an embedding in a screed area is largely excluded.
- lip-like surfaces radially projecting from the anchoring sections can also form undercuts.
- the choice of the dimensions of the connector according to the invention will regularly depend on its purpose. In conventional applications, however, a spring travel of the anchoring sections relative to one another of approximately 1 cm to 2 cm will regularly suffice. This with an axial length of an anchoring section of 5 cm to 12 cm. With these dimensions, anchoring of screed areas via expansion joints, which regularly have a width in the centimeter range, is possible without any problems, since the expansion joint is regularly bridged and the anchoring sections are securely embedded in the screed areas. Depending on the usual height of a screed, the diameter of the anchoring sections should also be less than 2 cm.
- a spring made of stainless steel secures the
- An anchoring section can be inexpensively made of a plastic that can easily be subjected to tensile and compressive loads in the axial direction. Such forces can be absorbed by a plastic with a sufficiently dimensioned length of the anchoring section.
- an anchoring section can also be made of a metal that can regularly be exposed to larger loads.
- the central part is designed to be resilient. Even then, the connector can easily be subjected to tensile and compressive stress, without the need for a separate spring.
- the middle part is formed from a sleeve there is elastic plastic.
- the anchoring sections can be inserted into this central part in a simple manner. A special attachment of the anchoring sections with such a sleeve-like central part can then be omitted if it has a corresponding elasticity not only in the axial but also in the radial direction.
- the anchoring sections can be formed like a sleeve from a plastic. In order to give them a sufficient stiffness, they can receive a metal pin, in particular a steel pin, which then preferably extends continuously and also penetrates the sleeve-like middle part.
- Anchoring sections and the central part form a common cylinder surface, both an outer and an inner common cylinder surface being considered.
- a common outer cylinder surface hardly allows the connector to get caught, for example, on an insulating mat or the like.
- a common inner cylinder surface is used to hold a stiffening metal pin with a precise fit.
- the middle part of the connector preferably has a ring made of a foamed plastic as a depot. It can further be provided that the outer surface of the ring is enclosed by a removable cover band, the cover band being made of a metal. This can be pulled off, whereupon the assembly foam expands.
- the drawing shows: 1: in a longitudinal section a rod-like connector according to the invention
- Fig. 4 a second embodiment of a connector in a longitudinal
- FIG. 1 shows a rod-like connector 1 for connecting two screed areas 2, 3, see FIG. 3, across an expansion joint 4.
- the connector 1 has anchoring sections 5, 6, which are arranged axially displaceably against the force of a common spring 7 against a central part 8.
- the anchoring sections 5, 6 are sleeve-like, each accommodating the spring 7.
- the spring 7 is thus supported on contact surfaces 9, 10 inside the anchoring sections 5, 6, protected from contamination or the like, and passes through the middle part 8.
- an anchoring section designed like a sleeve can each accommodate a spring, which is supported on the contact surfaces 9 and 10 on one end and on the other against the central part 8.
- the anchoring sections 5, 6 are of identical design, in particular of the same cross section. They are guided so as to be axially displaceable within the middle part 8, which for this purpose is ring-shaped, tubular-shaped and wraps around the mutually facing ends 11, 12 of the anchoring sections 5, 6.
- sleeve-shaped anchoring sections can also be used for example, telescopically fixed in one another and on a central part.
- Pressing the anchoring sections 5, 6 out of the middle part 8 due to the force of the spring 7 can counteract suitable stops, for example in the form of circumferential ring shoulders or lugs guided in grooves, indicated by the arrows 13, 14.
- the maximum spring travel in the illustration shown in FIG 1 corresponding to the maximum possible way of axially compressing the anchoring sections 5, 6 should be approximately 1 cm to 2 cm regularly for normal use of the connector 1 according to the invention. When compressed, this path is limited here by the blunt encounter of the mutually facing ends 11, 12 of the anchoring sections 5, 6.
- the middle part 8 is of essentially U-shaped cross section and the free legs 15, 16 point radially outwards.
- the legs 15, 16 protrude into a depot 17 of a particularly expanding mounting foam 18 carried by the central part 8.
- the mounting foam 18 serves to fix the connector 1 on the floor 20 or the central part 8 in the joint 4.
- the expansion foam 18 which expands beyond the expansion joint can be cut off without any problems. Expansion of the foam 18 in the expansion joint 4 can prevent insulation or insulation materials 31 introduced.
- the central part 8 is securely adhered to the assembly foam 18 guaranteed.
- the undercut on the legs 15, 16 also ensures secure fixing.
- the sleeve 19 can be gripped between the free legs 15, 16 and an outer collar 32, 33 and can be completely removed from the central part 8, for which purpose a band that closes the hose in the circumferential direction, for example, can only be torn off.
- the sleeve 19 is preferably designed in a manner known per se such that the entire sleeve 19 can be removed from the connector 1 by pulling in a single direction on a handle 34 such as a loop or the like.
- a handle 34 such as a loop or the like.
- FIG. 2 Such a case 19 with a regularly reversing winding is shown in FIG. 2 in a simplified section along the line II, II in FIG. 1.
- an outer layer 35 becomes a lower layer 36 of the case
- Figure 1 shows a connector 1 according to the invention on a scale of 1: 1.
- An axial length of an anchoring section of 5 cm to 12 cm is usually sufficient for secure anchoring in a screed area 2, 3.
- the outer surface 23, 24 of the anchoring sections 5, 6 are each further roughly profiled, for example having lip-like undercuts or the like, which reliably prevent axial pulling out of an embedding in the screed areas 2, 3. So that the connector 1 is also completely received in the screed areas 2, 3, its outer diameter, in particular that of the anchoring sections 5, 6, should have a diameter of less than 2 cm, so that it certainly does not cover the surfaces of the screed areas 2, 3 protrudes.
- the spring 7 or the springs supporting the anchoring sections against the central part 8 are preferably made of stainless steel, which guarantees a long service life.
- the anchoring sections can also consist of a plastic for a variety of applications, unless a metal is preferred due to high loads.
- the connector 1 is used for connecting screed areas 2, 3, which are separated from one another by a joint, in particular an expansion joint 4, and are applied to a floor 20. If these screed areas 2, 3 have detached from the floor 20 in the area of the expansion joint 4, for example, these screed areas 2, 3 can be securely fixed again by means of the connector 1 and the technique of their introduction into the screed areas 2, 3. For this purpose, two aligned incisions 25, 26 must first be made across the joint 4 and essentially transversely to the joint 4 in the screed areas 2, 3. This can preferably be done with an angle grinder, since the cuts 25, 26 can then be made very cleanly and without further breakage in the screed areas 2, 3.
- the sum of the length of the incisions 25, 26 and the width of the joint 4 is shorter than the maximum axial length of the connector 1. It then becomes due to the prestressing caused by the spring 7 of the connector 1 with the end faces 27, 28 of the free ends of the anchoring sections 5, 6 are held and positioned tensioned between the corresponding end faces 28, 29 of the incisions 25, 26.
- Figure 3 Such is shown in Figure 3 in the right half of the picture. In the left half of the picture, the end faces 28, 29 are free from one another. This is also possible without any problems if a suitable locking before and release after the assembly of the connector 1 of the axial movement of the anchoring sections is provided.
- the middle part 8 of the connector 1 is fixed on the bottom 20 of the joint 4.
- this is done by means of a mounting foam 18.
- a vertical, vertical movement to the floor 20 is hardly possible.
- the anchoring sections 5, 6 are further embedded in the screed areas 2, 3, in particular in a positive and non-positive manner, for example by means of a plastic 39, in particular a casting resin, then movement of the screed areas 2, 3 perpendicular to the floor 20 is practically impossible.
- the connector 1 is fixed in the region of the joint 4 when the assembly foam 18 is used, which is essentially permanently elastic and / or deformable, even if the assembly foam 18 has completely filled the joint 4 in an expanding manner.
- the assembly foam 18 protruding above the joint 4 can be cut off without any problems. If this determination of the connector 1 is made, the
- the connector 1 according to the invention is also suitable for connecting screed areas which are separated from one another by a joint, in particular an expansion joint, and which are to be applied to a floor.
- the connector (s) is along before the screed areas are applied the expansion joint and crosswise to this with their respective middle parts.
- the anchoring sections are embedded in the screed areas when the screed is applied and anchor them against one another.
- the anchoring sections 40, 41 of the connector according to the invention shown in FIGS. 4 and 5 are made of a plastic sleeve.
- the anchoring sections 40, 41 are axially connected at a distance from one another by a central part 42, which is nevertheless designed like a sleeve and consists of a resilient plastic. Axial tensile and compressive loads can thus be cushioned
- the outer diameters of the ends 43, 44 of the anchoring sections 40, 41 to be pointed towards one another have the inner diameter of the central part 42 approximately, so that they can be simply inserted into the central part and can remain rotatable relative to one another.
- ring shoulders 45, 46 are further formed, by means of which an exact positioning of the anchoring sections 40, 41 is given when the middle part 42 stops.
- the height of the annular shoulders 45, 46 above the diameter of the ends 43, 44 of the anchoring sections 40, 41 corresponds to the material thickness of the middle part 42, so that the middle part 42 and the anchoring sections 40, 41 form a common outer cylindrical surface 47.
- the middle part can also have ring shoulders to ensure the exact positioning of the anchoring sections. However, then at least one should be common inner cylinder surface are formed by the anchoring sections and the middle part, so that a continuous, stiffening metal rod can be inserted with a precise fit.
- the material thickness of the middle part 42 is significantly less than that of the
- Anchoring sections 40, 41 and, as a result of this measure, the middle part 42 is, as it were, embedded in the ends 43, 44.
- a continuous metal pin 48 can be introduced with a largely precise fit, so that axial displacements and twisting are still possible, but kinking of the connector, in particular in the region of the elastic middle part 42, is reliably ruled out.
- the middle part 42 carries a ring 49 made of a foam plastic, which is designed as a depot 50 for a foam that expands preferably rapidly by about twice the amount.
- the axial extent of the ring 49 approximately coincides with the distance between the anchoring sections 40, 41 and is dimensioned smaller than the axial extent of the central part 42.
- the depot 50 is closed radially by a circumferential, removable cover band 51, in particular a metal band, for example made of aluminum.
- a circumferential, removable cover band 51 in particular a metal band, for example made of aluminum.
- Such a masking tape 51 can be attached to the underside by a seam, adhesive bonding or the like, as shown in FIG. 5, in order then to be able to be torn open and removed from the ring for releasing the assembly foam.
- one end of the tape can be overlapped.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Road Paving Machines (AREA)
- Floor Finish (AREA)
- Lining Or Joining Of Plastics Or The Like (AREA)
- Automatic Assembly (AREA)
- Road Paving Structures (AREA)
Description
Claims
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE10061861A DE10061861A1 (de) | 2000-12-12 | 2000-12-12 | Verfahren und Vorrichtung für ein Verbinden von voneinander durch eine Fuge getrennten Estrichbereichen |
| DE10061861 | 2000-12-12 | ||
| PCT/DE2001/004625 WO2002048473A2 (de) | 2000-12-12 | 2001-12-11 | Verfahren und vorrichtung für ein verbinden von voneinander durch eine fuge getrennten estrichbereichen |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP1343944A2 true EP1343944A2 (de) | 2003-09-17 |
| EP1343944B1 EP1343944B1 (de) | 2008-07-16 |
Family
ID=7666825
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP01994601A Expired - Lifetime EP1343944B1 (de) | 2000-12-12 | 2001-12-11 | Verfahren und vorrichtung für ein verbinden von voneinander durch eine fuge getrennten estrichbereichen |
Country Status (5)
| Country | Link |
|---|---|
| EP (1) | EP1343944B1 (de) |
| AT (1) | ATE401476T1 (de) |
| AU (1) | AU2002224747A1 (de) |
| DE (3) | DE10061861A1 (de) |
| WO (1) | WO2002048473A2 (de) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112411308B (zh) * | 2020-11-16 | 2025-01-10 | 民航机场建设工程有限公司 | 用于装配式道面结构的套筒伸缩式传力装置及施工方法 |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0633356B1 (de) | 1993-07-07 | 1996-04-17 | FLIESEN & FUSSBODENTECHNIK E. UNGER GmbH | Fugendübel |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE8337444U1 (de) * | 1983-12-28 | 1984-06-07 | Klingels, Franz-Josef, 4100 Duisburg | Dehnungsfugenstabilisator |
| DE8410487U1 (de) * | 1984-04-04 | 1984-07-26 | Kreitz, Günter, 4050 Mönchengladbach | Dehnungsfugen- und trennungselement fuer schwimmend gelagerte estriche und heizestriche |
| DE4418311A1 (de) * | 1994-05-26 | 1995-11-30 | Huels Chemische Werke Ag | Verfahren zur Herstellung chemikalienbeständiger und flüssigkeitsundurchlässiger Dehnungsfugen |
| AT406602B (de) * | 1998-10-23 | 2000-07-25 | Tci Tech Chemische Industriebe | Fugendübel |
-
2000
- 2000-12-12 DE DE10061861A patent/DE10061861A1/de not_active Withdrawn
-
2001
- 2001-12-11 AT AT01994601T patent/ATE401476T1/de not_active IP Right Cessation
- 2001-12-11 AU AU2002224747A patent/AU2002224747A1/en not_active Abandoned
- 2001-12-11 DE DE10195423T patent/DE10195423D2/de not_active Expired - Fee Related
- 2001-12-11 DE DE50114134T patent/DE50114134D1/de not_active Expired - Lifetime
- 2001-12-11 WO PCT/DE2001/004625 patent/WO2002048473A2/de not_active Ceased
- 2001-12-11 EP EP01994601A patent/EP1343944B1/de not_active Expired - Lifetime
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0633356B1 (de) | 1993-07-07 | 1996-04-17 | FLIESEN & FUSSBODENTECHNIK E. UNGER GmbH | Fugendübel |
Also Published As
| Publication number | Publication date |
|---|---|
| DE10061861A1 (de) | 2002-06-13 |
| WO2002048473A3 (de) | 2003-01-23 |
| EP1343944B1 (de) | 2008-07-16 |
| DE10195423D2 (de) | 2003-11-06 |
| DE50114134D1 (de) | 2008-08-28 |
| ATE401476T1 (de) | 2008-08-15 |
| AU2002224747A1 (en) | 2002-06-24 |
| WO2002048473A2 (de) | 2002-06-20 |
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