EP0336113B1 - Elément obturateur d'un joint de dilatation - Google Patents
Elément obturateur d'un joint de dilatation Download PDFInfo
- Publication number
- EP0336113B1 EP0336113B1 EP89103635A EP89103635A EP0336113B1 EP 0336113 B1 EP0336113 B1 EP 0336113B1 EP 89103635 A EP89103635 A EP 89103635A EP 89103635 A EP89103635 A EP 89103635A EP 0336113 B1 EP0336113 B1 EP 0336113B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- unit
- bridging
- ledge
- anchoring
- bridging unit
- 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.)
- Expired - Lifetime
Links
Images
Classifications
-
- 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
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/06—Arrangement, construction or bridging of expansion joints
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/06—Arrangement, construction or bridging of expansion joints
- E01D19/065—Joints having sliding plates
Definitions
- the invention relates to a joint bridging device comprising a bridging unit and two anchoring units connected on the long sides thereof.
- the latter are each provided on their longitudinal side facing the bridging unit with a laterally open groove, in which the bridging unit engages.
- the bridging unit consists of two bridging parts which can be telescopically pushed into one another in the vertical direction to the longitudinal extent of the joint, one of which has a part with a tuning fork-shaped cross-section and the other part with a rectangular cross-section between its legs records.
- the outer edge strips of the bridging parts facing away from one another are cylindrical in shape and are supported in correspondingly half-shell-shaped grooves in the anchoring units.
- the bridging unit is one Pivoting movement around the central axis of the bearing shells formed by the grooves in the anchoring units is made possible when the structural parts change their level relative to one another. This enables an essentially smooth transition from the surface of one part of the building to that of another.
- the joint width is changed, the bridging is maintained in that the bridging parts remain more or less deeply telescopically engaged.
- a support rail is firmly clamped in one of the longitudinal edges of the joint in the known device , by which at least one bridging part is underpinned.
- the support rail can only be firmly clamped with a longitudinal edge strip and may only extend over the expected minimum joint width.
- the support rail which projects freely to the side, must absorb an increased load with increasing joint width, which results from the load entry in the area furthest from the clamping side. The resulting bending moment not only requires a support rail with a correspondingly large section modulus, but also clamping devices that can withstand the expected lever forces.
- the bridging parts are stabilized by a support rail which is inserted on both sides with a longitudinal edge strip into a groove which is provided in the bridging parts themselves. Springs that are clamped on both sides between the support rail and the bottom of the grooves always hold the support rail in the center of the joint, regardless of the width of the joint. While the bridging parts rest with their undersides on the support rail, the top of the bridging parts forms a common tangent to their two cylindrical edge strips held in the bearing shells.
- the bridging parts in the area of their interlocking edge strips have a meandering edge profile in the outline and are designed to be congruent so that teeth of one bridging part can fill gaps in the other bridging part more or less, continuous steps in the transition region of the bridging parts can also be avoided. Instead, however, arise depending on the latitude the joint more or less large openings corresponding to the parts of the tooth gaps not filled by teeth. This allows water and dirt to penetrate into this construction, which significantly affects durability and functionality. Sealing of the construction can, however, only be achieved with considerable additional effort, the sealing level being able to be provided only below the interlocking bridging parts, so that they must remain unprotected even with complex sealing measures.
- the invention has for its object to provide a device of the type described in such a way that not only can a largely smooth transition from one building surface to another be reached across a joint, but also a complex support system for the bridging unit can be dispensed with breakthroughs can occur, especially when the joints are not wide, so that an effective seal can also be achieved with the device.
- the three-part bridging unit is articulated in itself, while the anchoring units are provided with grooves, in which the side parts of the bridging unit engage with strips as springs.
- the reveal sides of the grooves facing the broad sides of the strips are flat or concave or convex and essentially run at an acute angle to the upper side of the central part of the bridging unit, the prerequisite is created for the upper strips of the bridging unit or the anchoring units with a cross-section that decreases in a wedge-shaped manner outwards or inwards in accordance with the inclination of the reveal sides.
- the thickness of the upper strips can even run to zero and their upper side can thus be connected continuously to the upper sides of the anchoring units or to the side parts of the bridging unit. It is sufficient for the respective underside of the upper strips of the bridging unit or the anchoring units to run at an acute angle as well as the top side of the upper strips of the anchoring units facing them and receiving them Top of the corresponding bars of the bridging unit.
- no support element extending over the joint width is required for the stability of the construction according to the invention. Furthermore, breakthroughs in the bridging unit can be avoided, so that overall a tight joint covering can also be achieved with the bridging device.
- the anchoring unit has a cross-section approximately U-shaped connecting profile with legs that converge towards the center of the device, of which the lower leg, which forms a support for the side parts of the bridging unit, is longer than the upper leg, into a groove in the side part legs protruding into the bridging unit.
- the bearing shells preferably encompass the cylindrical edge strips of the central part by more than 180 °, so that automatic detachment of the central part from the edge strips in a direction perpendicular to the longitudinal extent of the construction is excluded if the cylindrical shape also changes the edge strip preferably extends over approximately 270 °. Since this means that the middle part is not yet indented too much on its underside, there remains a completely sufficiently dimensioned swivel range for the individual parts of the bridging unit, with which even extremely large setting movements of structural parts can be taken into account.
- the level change of the joint width can be changed when the joint width is changed Reduce the surface of the bridging unit even more than with completely flush joint reveals that run at an acute angle to the horizontal.
- a further embodiment of the invention provides that the width of the opening cross section of the grooves in the bridging unit and the anchoring units is smaller than the cross-sectional width of the grooves in the rest, which in the area of Opening cross-section of the grooves on the respective edge of the bar of the anchoring units and on the respective edge of the bar of the bridging unit are directed against each other.
- This configuration also ensures that if the bridging unit becomes jammed with one of the two anchoring units, this condition does not result in the bridging unit losing its connection with the other anchoring unit with increasing joint width.
- each anchoring unit consists of a connection profile supplemented with an angular base profile, the base profile having a horizontal leg designed as a foot piece, whereupon two vertically aligned legs are arranged at a parallel distance from one another, which are also positively and perpendicular to their longitudinal extension engage in undercut recesses in the lower strips of the connection profile.
- connection profile can be used, which can be combined with different base profiles, which differ in particular by their different leg heights, in order to be adapted, for example, to different floor covering thicknesses.
- the arrangement of two vertically aligned legs on the base of the base profile leads to a stable positioning of the connection profile, which can also withstand a tipping load.
- each connection profile is composed of two strips, each detachably connected and forming a leg.
- the respective profile parts forming the lower leg of the connecting profile can be mounted beforehand along the joints to be covered on the building parts and attached to them, for example by screw connections, the profile parts forming the second leg together with the bridging unit, so that the device is completed as much as possible can take place late after appropriate construction progress.
- a bridging unit 1 which is composed of a central part 2 which is approximately rectangular in cross section and two side parts 3 which are articulated on the longitudinal sides thereof.
- two edge strips 4 of the middle part 2 are cylindrical and are held in correspondingly formed bearing shells 5 of the side parts 3.
- a groove 6 is provided in each side part 3, the soffits, which are inclined at an acute angle to the center of the device, are defined by strips 7 and 8. While the respective upper bar 7 decreases in a wedge shape in cross-section, the respective lower bar 8 is provided with an upwardly pointing nose 9, which narrows the opening cross section of the groove 6.
- Each side part 3 of the bridging unit 1 engages with its strip 8 in a groove 10 of an anchoring unit 11.
- the reveals of the groove 10 are defined by strips 12 and 13. While the respective upper bar 12 is provided with a downward-pointing nose 14 which narrows the cross section of the groove 10, the respective lower bar 13 extends in width on both sides across the width of the bar 8 of the respective side part 3 and offers an oblique one , support and sliding plane inclined towards the center of the device for the bridging unit 1.
- FIG. 2 shows a device which differs from the one shown in FIG. 1 in two areas:
- each anchoring unit 11 is not formed in one piece, but is instead composed of strips 12 and 13 which are detachably connected to one another, for which purpose countersunk screws 17, distributed over the length of the device, are inserted into corresponding bores in each strip 12 and are screwed into threaded bores in the strips 13.
- FIG. 1 it illustrates the one shown on the left, with a screw bolt 18 on the relevant structural part 16 attached anchoring unit 11 and the relevant side part 3 of the bridging unit 1 that the reveals of the grooves 6 and 10 in large radii R1 to R4 around a center point M can be convex or concave, the center point M in a plane perpendicular to the top of the device lies, which runs through the central axis of the associated bearing shell 5.
- Fig. 3 shows a device with a bridging unit according to Fig. 1, wherein each anchoring unit 11 is supplemented by a base profile 20, each of which consists of a foot piece 21 and vertically oriented legs 22, 23 arranged thereon, which reach different heights and which form-fit in Engage grooves of the lower leg 13 of the respective anchoring unit 11.
- Fig. 4 shows on an enlarged scale a left half of the device according to Fig. 1, wherein an elastic sealing cord 24 and 25 is embedded both in the cylindrical edge strip 4 of the central part 2 of the bridging unit 1 and in the upper bar 12 of the anchoring unit 11 creates a seal between these parts and the bearing shell 5 or the strip 7, so that the device presents itself in a watertight embodiment.
- Fig. 5 shows on an enlarged scale the left half of the device, as it is shown essentially in Fig. 2 as the right half, the same sealing arrangements as shown in Fig. 4 have been taken. 5 illustrates in particular that the countersunk screws 17 for connecting the strips 12 and 13 can be arranged in a line with the screw bolts 18 for fastening the anchoring units 11 to the structural parts 16.
- the two side parts 3 of the bridging unit 1 are each provided with only one strip 8, which engages in a groove 10 of the anchoring unit 11.
- the soffits of the groove 10 and also the side surfaces of the strip 8 run in large concave or convex arcs around a center point M, which lies in a plane perpendicular to the upper side of the device, which runs through the central axis of the associated bearing shell 5, but correspondingly deep is below the level of the building surface 16 '.
- a convex supporting surface of the strip 13 of the anchoring unit 11 is also bent around the same center point M, on which a correspondingly concavely curved surface of the side part 3 of the bridging unit 1 rests.
- the strip 12 of each anchoring unit 11 decreases approximately wedge-shaped in cross-section towards the center of the joint, so that the strip 12 also achieves a continuous transition as in the exemplary embodiments in FIGS. 1 to 5 with the strip 7 of the side parts 3.
- FIG. 7 differs from the embodiment of FIG. 6 essentially in that the anchoring units 11 are each composed of two strips 12 and 13 releasably connected by screws 17. For this purpose, there is in each case an undercut groove 26 in the strips 13, in which hammer-head-shaped nuts 27 for inserting the screws 17 are inserted.
- supporting parts of the bridging unit 1 slide onto support surfaces of the anchoring units 11 which are inclined or rising towards the center of the device and, if necessary, provided with a coating, as a result of which the top of the device merges into the building surface of the building parts 16 separated by the joint 15 at each joint width without step formation .
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
- Joining Of Building Structures In Genera (AREA)
- Sewage (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Bridges Or Land Bridges (AREA)
Claims (5)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT89103635T ATE62958T1 (de) | 1988-03-31 | 1989-03-02 | Fugenueberbrueckungsvorrichtung. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE3811082 | 1988-03-31 | ||
DE3811082A DE3811082C1 (fr) | 1988-03-31 | 1988-03-31 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0336113A1 EP0336113A1 (fr) | 1989-10-11 |
EP0336113B1 true EP0336113B1 (fr) | 1991-04-24 |
Family
ID=6351225
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP89103635A Expired - Lifetime EP0336113B1 (fr) | 1988-03-31 | 1989-03-02 | Elément obturateur d'un joint de dilatation |
Country Status (6)
Country | Link |
---|---|
US (1) | US4885885A (fr) |
EP (1) | EP0336113B1 (fr) |
AT (1) | ATE62958T1 (fr) |
CA (1) | CA1308567C (fr) |
DE (1) | DE3811082C1 (fr) |
ES (1) | ES2022731B3 (fr) |
Families Citing this family (30)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0382681B1 (fr) * | 1989-02-06 | 1993-03-31 | Robert Warthmann | Obturateur à enroulement pour recouvrir des joints, en particulier pour joints de dilatation dans des tabliers de pont |
FR2643923B1 (fr) * | 1989-03-03 | 1991-06-21 | Freyssinet Int Stup | Perfectionnements aux joints de chaussee |
US5060439A (en) * | 1990-06-19 | 1991-10-29 | Watson Bowman Acme Corp. | Expansion joint cover assemblies |
WO1992001843A1 (fr) * | 1990-07-23 | 1992-02-06 | Vexcolt (Uk) Limited | Joint de dilatation |
CA2095695C (fr) * | 1992-03-11 | 1996-02-13 | John D. Nicholas | Element universel multi-fonctions de systemes d'assemblage architectural |
US5297372A (en) * | 1992-06-09 | 1994-03-29 | Pawling Corporation | Elastomeric sealing system for architectural joints |
US5357727A (en) * | 1993-07-14 | 1994-10-25 | Balco/Metalines, Inc. | Expansion joint |
EP1199424A1 (fr) * | 2000-10-12 | 2002-04-24 | Schlüter-Systems KG | Construction d'un pont pour des joints de dilatation dans des murs ou des planchers des bâtiments |
US20040123557A1 (en) * | 2002-10-22 | 2004-07-01 | Sashlite, Llc | Grid muntin retaining clips for muntins |
FR2869872B1 (fr) * | 2004-05-04 | 2007-07-20 | Airbus France Sas | Cale de transition entre un moyen de fixation d'une aile sur un fuselage d'un aeronef et ladite aile, et aeronef comportant une telle cale. |
WO2007016978A1 (fr) * | 2005-08-08 | 2007-02-15 | Kronospan Technical Company Ltd. | Profile de dilatation affleurant |
US10851542B2 (en) | 2008-11-20 | 2020-12-01 | Emseal Joint Systems Ltd. | Fire and water resistant, integrated wall and roof expansion joint seal system |
US9670666B1 (en) | 2008-11-20 | 2017-06-06 | Emseal Joint Sytstems Ltd. | Fire and water resistant expansion joint system |
US9631362B2 (en) | 2008-11-20 | 2017-04-25 | Emseal Joint Systems Ltd. | Precompressed water and/or fire resistant tunnel expansion joint systems, and transitions |
US10316661B2 (en) | 2008-11-20 | 2019-06-11 | Emseal Joint Systems, Ltd. | Water and/or fire resistant tunnel expansion joint systems |
US9637915B1 (en) | 2008-11-20 | 2017-05-02 | Emseal Joint Systems Ltd. | Factory fabricated precompressed water and/or fire resistant expansion joint system transition |
US8365495B1 (en) | 2008-11-20 | 2013-02-05 | Emseal Joint Systems Ltd. | Fire and water resistant expansion joint system |
US11180995B2 (en) | 2008-11-20 | 2021-11-23 | Emseal Joint Systems, Ltd. | Water and/or fire resistant tunnel expansion joint systems |
US9739050B1 (en) | 2011-10-14 | 2017-08-22 | Emseal Joint Systems Ltd. | Flexible expansion joint seal system |
US8813450B1 (en) | 2009-03-24 | 2014-08-26 | Emseal Joint Systems Ltd. | Fire and water resistant expansion and seismic joint system |
US8341908B1 (en) | 2009-03-24 | 2013-01-01 | Emseal Joint Systems Ltd. | Fire and water resistant expansion and seismic joint system |
DE102012107901B3 (de) * | 2012-08-28 | 2013-09-19 | Migua Fugensysteme Gmbh & Co. Kg | Fugenprofil für eine Bewegungsfuge |
US9068297B2 (en) | 2012-11-16 | 2015-06-30 | Emseal Joint Systems Ltd. | Expansion joint system |
FR3002243B1 (fr) * | 2013-02-21 | 2015-04-10 | Soprema | Dispositif de pontage etanche pour joint de dilatation et procede de montage correspondant |
DE102016013778A1 (de) * | 2016-10-28 | 2018-05-03 | DEFLEX-Fugensysteme GmbH | Fugen-Profilanordnungen mit dauerhafter Abriebsfestigkeit zur Abdeckung von Fugen und betriebsichere überwachungsarme Vorrichtungen zur Abdeckung derselben |
US10385564B2 (en) * | 2017-12-04 | 2019-08-20 | Inpro Corporation | Stackable expansion joint frame assembly |
IT201800007848A1 (it) * | 2018-08-03 | 2020-02-03 | Univergom Srl | Giunto di dilatazione a grande escursione |
ES2877370T3 (es) | 2019-01-14 | 2021-11-16 | Migua Fugensysteme Gmbh | Dispositivo de puente de unión |
DE102021102710A1 (de) | 2021-02-05 | 2022-08-11 | Mageba Services & Technology Ag | Bauwerk |
DE102021102703A1 (de) | 2021-02-05 | 2022-08-11 | Mageba Services & Technology Ag | Bauwerk |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3394639A (en) * | 1966-05-24 | 1968-07-30 | Specialties Const | Expansion joint |
US3779660A (en) * | 1971-12-29 | 1973-12-18 | Specialties Const | Expansion joint seal |
US3750359A (en) * | 1972-06-05 | 1973-08-07 | Balco Inc | Expansion joint cover assembly |
DE3015011C2 (de) * | 1980-04-18 | 1984-03-01 | Donau-Eisen Stahlbau Gmbh, 8070 Ingolstadt | Vorrichtung zum Überbrücken einer Dehnungsfuge |
US4362429A (en) * | 1980-06-02 | 1982-12-07 | Acme Highway Products Corporation | Cover cap for the anchor bolt receiving channel of an expansion joint system retainer |
DE3151516C2 (de) * | 1981-12-24 | 1985-04-18 | Migua Hammerschmidt GmbH, 5628 Heiligenhaus | Vorrichtung zur Überbrückung von Bewegungsfugen |
DE3445071A1 (de) * | 1984-12-11 | 1986-06-19 | P. Schulte-Stemmerk KG für Industrie und Handel, 4100 Duisburg | Wasserdichte abdeckung fuer eine bodendehnungsfuge |
FR2593579B1 (fr) * | 1986-01-30 | 1988-05-06 | Morin Ind Beton | Joint de dilatation pour ouvrage de genie civil |
-
1988
- 1988-03-31 DE DE3811082A patent/DE3811082C1/de not_active Expired
-
1989
- 1989-03-02 AT AT89103635T patent/ATE62958T1/de not_active IP Right Cessation
- 1989-03-02 ES ES89103635T patent/ES2022731B3/es not_active Expired - Lifetime
- 1989-03-02 EP EP89103635A patent/EP0336113B1/fr not_active Expired - Lifetime
- 1989-03-06 CA CA000592792A patent/CA1308567C/fr not_active Expired - Lifetime
- 1989-03-06 US US07/319,104 patent/US4885885A/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
CA1308567C (fr) | 1992-10-13 |
ATE62958T1 (de) | 1991-05-15 |
US4885885A (en) | 1989-12-12 |
DE3811082C1 (fr) | 1989-12-28 |
ES2022731B3 (es) | 1991-12-01 |
EP0336113A1 (fr) | 1989-10-11 |
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