EP3074572A1 - Überbrückungsvorrichtung - Google Patents
ÜberbrückungsvorrichtungInfo
- Publication number
- EP3074572A1 EP3074572A1 EP14806587.3A EP14806587A EP3074572A1 EP 3074572 A1 EP3074572 A1 EP 3074572A1 EP 14806587 A EP14806587 A EP 14806587A EP 3074572 A1 EP3074572 A1 EP 3074572A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- traverse
- bridging device
- segment
- center
- truss
- 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
- 238000010276 construction Methods 0.000 claims abstract description 9
- 239000007787 solid Substances 0.000 claims description 2
- 230000002093 peripheral effect Effects 0.000 abstract 2
- 239000000969 carrier Substances 0.000 description 13
- 238000009827 uniform distribution Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 241001465754 Metazoa Species 0.000 description 1
- 239000004952 Polyamide Substances 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- -1 UH MWPE Polymers 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 208000018459 dissociative disease Diseases 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000013508 migration Methods 0.000 description 1
- 230000005012 migration Effects 0.000 description 1
- 229920002647 polyamide Polymers 0.000 description 1
- 239000004810 polytetrafluoroethylene Substances 0.000 description 1
- 229920001343 polytetrafluoroethylene Polymers 0.000 description 1
- 238000009420 retrofitting Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
-
- 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
- E01D19/062—Joints having intermediate beams
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/005—Girders or columns that are rollable, collapsible or otherwise adjustable in length or height
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C2003/026—Braces
Definitions
- the invention relates to a bridging device in the center-beam construction, for a building joint between two structural parts with at least two edge beams and at least one central support, which is arranged between the edge beams and on at least one, the building fug bridging traverse, ie at their lateral ends each have a truss bearing for supporting the Traverse to the respective building parts.
- such devices are used to bridge building joints between two parts of the structure, in particular between two bridge parts such as egg nem bridgehead or abutment u nd a bridge trailer or bridge girder or adjacent bridge girder so that vehicles and animals safely from a component to other component can get.
- Bridging devices are known from the prior art in various embodiments.
- a common form of lock-up device is the variant known as center-carrier construction or lamellar construction.
- the bridging device has at least one center carrier, which is fixedly or slidably mounted on at least one traverse mounted rotatably and / or displaceably on the adjacent structural parts.
- control devices are used in order to achieve uniform distances between individual central carriers to one another and, if necessary, to the edge carriers and to prevent migration of the central carriers.
- Such control devices are formed for example by spring chains, scissors or with the help of so-called pivoting traverses.
- receiving areas In order to take into account the movement of the building parts in conventional trusses usually receiving areas arranged, in which the trusses are partially inserted. These receiving areas are also referred to as truss boxes. The shape of these receiving areas depends on the expected movement and can accordingly be very expansive.
- truss boxes can be very difficult to practically impossible.
- the roadway plate usually ends with a tail cross member, which may not be broken through. If such a bridge is not already designed during planning so that sufficient space is provided for the truss box, retrofitting a truss box is sometimes practically impossible.
- the particularly advantageous bridging devices in Mittelmé- or lamellar construction are not even used.
- the bridging device described above has a traverse with at least two traverse segments, which are displaceably arranged along a longitudinal axis of the traverse and in the direction of the longitudinal axis, so that the length of the traverse is variable.
- the bridging device according to the invention is therefore retractable and extendable.
- a variable-length traverse is provided, whereby movements of the building parts to each other can be considered in a particularly space-saving manner. Since the traverse according to the invention itself is longitudinally variable, no separate receiving areas for insertion of the traverse must be provided on the building parts nu n.
- Telescopic arms have segments, which are usually designed as rectangular telescoping tubes. The lateral surfaces of the segments are not aligned with each other, but have a height offset, which usually corresponds to the material thickness of the segments.
- a center carrier arranged thereon can not easily change from one segment to the other and back.
- the center carrier of a bridging device in the center-carrier construction should / should be able to be arranged uniformly over the entire length of the traverse or the bridging device or can be moved in order to take into account movements of the building joint.
- the tops of the center support flush to each other or such Anlagenord nen at the same height on the various segments that the tops to each other and with the tops of the edge support and the building parts z.
- B. lanes are aligned.
- the load introduction takes place in known systems with telescopic arms essentially at the end. Load transfer of large transverse forces transversely to the longitudinal extension of the telescopic arm, over the individual overlapping segments, as would occur in bridging devices in Mteltelismebauweise, has not been tested.
- At least one truss segment as a guide segment u nd a Traversensegment formed as a linkage segment, wherein the guide segment leads the GestSheseg ment at least in Richtu ng the longitudinal axis of the traverse.
- the linkage segment can be supported by the guide segment.
- the guide segment according to a development is at least partially formed as a tube in which the linkage segment is at least partially displaceably mounted.
- This tube may, for example, have a rectangular or otherwise angular surface, so that the rod segments can be arranged against rotation in the tube kan n.
- the guide segment further has at least one spring extending parallel to the longitudinal axis of the traverse, which engages in a groove in the linkage segment or vice versa.
- the guide segment is formed further than in the plan view U-shaped clip or as a HI-shaped double clasp, which surrounds the rod segment at least partially laterally and at least holds transverse to the longitudinal axis of the crossbar.
- This embodiment has the advantage that the linkage segment on the upper side is not enclosed by the guide segment and thus has an accessible exposed area, on which a central support can be arranged independently of the relative position of the linkage segment to the guide segment.
- the linkage segment may be corresponding to the guide segment Annbi end to allow a convenient, largely backlash-free storage.
- Developing the linkage segment is at least partially formed as solid and / or hollow support, in particular as a T-beam, double-T-beam and / or rectangular tube.
- Such carrier forms have proven useful for bending load.
- At least two center girders are arranged in the bridging device, the upper sides of the center girders being aligned flush with one another.
- the tops of the center girders can also be designed to be flush with the tops of the edge girders and the tops of the building parts. In this way, it is ensured that the bridging device spans a plane on which vehicles or living things can safely pass through the building gap.
- the center carrier or carriers are arranged on a guide segment and / or a linkage segment of the traverse.
- the center carrier (s) can be arranged along the entire length of the traverse. In this way, a uniform distribution of a plurality of center supports on the traverse regardless of the Traversensegmente feasible. Theoretically, it is then possible to arrange all the center girders of the bridging device already on a traverse or a pair of traverses, so that the bridging device can be realized with a minimum number of traverses.
- the center girder (s) of the bridging devices are arranged in total either on a rod segment or a guide segment of the crossbeam.
- the problem of a possible height offset of the truss segments can be circumvented.
- a bridging device with a minimum number of traverses can be realized.
- the traverse can be designed as an obliquely arranged swivel traverse, so that a truss segment can be made particularly long, and on this long Traverse versensegment already all the center carrier of the lock-up device can be arranged.
- At least one central girder is displaceably mounted on the girder, at least in the direction of the longitudinal axis of the traverse.
- At least one center girder has a center girder bearing which makes it possible to support the center girder both above a guide segment and at a similar height to a rod segment.
- this center support bearing it is possible, please include any differences in shape between Füh insurance segment and rod segment, for example, compensate for a height offset.
- this enables center carrier bearings to be displaced back and forth above the various truss segments.
- At least one center carrier bearing is formed such that this ur only rests on a rod segment or a guide segment and does not touch an adjacent truss segment.
- the center carrier bearing can be arranged on a guide segment and bridged an inserted rod segment without contact, so that a change of the center support bearing between different truss segments is avoided.
- the center-carrier bearing preferably has a U-shaped configuration.
- U-shaped center carrier bearings are used.
- a laterally edged linkage segment can be bridged without contact.
- the center girder bearing and the center girder can be pushed over the boom segment in an area, for example in the case of narrow structural joints. This even without the center carrier bearing the truss segment would have to change n.
- a height offset between the truss segments can be compensated or skipped.
- At least one center carrier has a center carrier bearing which allows a rotational movement of the traverse below the center carrier.
- the traverse is arranged obliquely in the bridging device in such a way that a change of the or the center carrier between a Gestticianeseg ment and a Füh tion segment of the traverse is avoided.
- a particularly long traversed in the retracted state can be arranged in the building joint. Movements of the building joint can now largely be considered with a relatively small change in length of the traverse by pivoting the Traverse.
- the traverse then represents a pivoting traverse.
- the Traversensegmente must only be displaced relative to each other in particularly small dimensions in order to minimize unwanted transverse movements of the building parts.
- N un it is possible that even with a lock-up device with a plurality of center beams these can all already be arranged on a single truss segment, since at least one truss segment can be made sufficiently long for the swivel traverse for this purpose.
- a change of M ittelong for a uniform distribution of a plurality of center carrier along the longitudinal extension of the crossbar is not neces sary and avoidable bar.
- the bridging device can also be realized with a particularly small number of traverses.
- the pivoting beam can also be designed as a pivoting traverse control device for controlling the distances between the center supports arranged on the traverse.
- the center girders are attached to the traverse rotatably. It is also conceivable, however, the arrangement of other control devices, such as spring chains toirritaten the distances between the center support to each other.
- At least one truss bearing preferably both truss bearings, the traverse is designed as NOTEkipplager further education.
- a particularly resilient bridging device is provided, since the load can be distributed over several trusses and ungü nstige leverage can be avoided.
- Such a bridging device is particularly suitable for relatively wide building joints.
- adjacent trusses are substantially parallel to each other in plan view and / or arranged in opposite directions.
- a balanced Belastu ng the bridging devices is also possible if the center supports are each mounted exclusively on guide segments of the traverse.
- each two outer guide segments can be an intermediate rod segment bridge over.
- the problems described in the introduction can also be avoided because of a height offset of the truss segments u. Further kan n can be prevented by the opposite arrangement, an unwanted transverse movement of a lock-up device with swiveling traverses.
- center supports particularly easily at the same height
- one and / or a plurality of center supports is or are arranged or fastened on a single truss segment or several similar truss segments, in particular only on guide segments.
- the problem that could arise from a height offset or the differences in the U shape between the Traversensegmenten avoided.
- the shape of the rod segments need not be considered for a flush alignment of the upper sides of the center carriers and vice versa.
- each traverse designed so that the traverse or the trusses can rotate under the or the center supports or can, so that the traverse or the traverses acting as a pivoting traverse (s) and in particular as a swivel traverse control device for the control of the distances between the center support and the edge beams or between the Mteltelsconce and the edge beams or act.
- a pivoting traverse s
- swivel traverse control device for the control of the distances between the center support and the edge beams or between the Mteltelsconce and the edge beams or act.
- a middle carrier bearing or a traverse segment has at least one stop for limiting the movement of a central carrier on the traverse (s).
- the movement of the or the center support can now be limited to a truss segment and in particular a change of the M ortelmate or be avoided on another truss segment.
- the problem described above, which could result from a height offset or differences in the shape of the truss segments, can be avoided or avoided in this way.
- Sliding surfaces may be formed between middle carrier and middle carrier bearing and / or between center carrier and cross member (s) of the bridging device.
- the bridging device may comprise at least one sliding material, in particular PTFE, UH MWPE, Polyamide and / or a multilayer G leitwerkstoff.
- the at least one sliding material may be arranged on a center support bracket and / or a center support and / or a traverse of the bridging device.
- at least one middle carrier lug has a sliding material and acts as a sliding bearing.
- Fig. 1 is a plan view of a portion of a retracted Matterbrücku ngsvoroplasty according to a first embodiment
- Fig. 2 is a Sch nittdarwolf of the in Fig. 1 section according to Thomasebene
- Fig. 3 is a sectional view of the in Fig. 1 shown section according to sectional plane
- Fig. 4 is a plan view of a portion of an extended lockup device according to the first embodiment
- Fig. 5 is a sectional view of the in Fig. 4 section according to Schnitetebene
- FIG. 6 is a diagram of the embodiment shown in FIG. 4 section according Sch n ittebene
- Fig. 7 is a plan view of a retracted lockup device according to the first embodiment
- Fig. 8 is a plan view of a detail of a retracted lockup device according to a second embodiment
- FIG. 9 shows a side view of the cut-out according to FIG. 8 in Sch nittdarwolf
- Fig. 10 is a plan view of a Aussch Nitt an extended lock-up device according to the second embodiment
- Fig. 1 1 is a side view of the Ü bridging ngsvoroplasty according to FIG. 10 in Thomasdarwolf.
- FIG. 12 is a plan view of a retracted lockup device according to the second embodiment.
- FIG. 3 is a plan view of a detail of a retracted lock-up device according to a third embodiment
- Fig. 14 is a side view of the off nitt according to FIG. 1 3;
- FIG. 15 is a plan view showing a cut-out of an extended lockup device according to the third embodiment.
- FIG. 16 shows a side view of the detail according to FIG. 1, 5 in section;
- Fig. 17 is a plan view of a retracted lockup device according to the third embodiment;
- Fig. FIG. 18 is a sectional view of the sectional plane AA shown in FIG. 13;
- FIG. 19 shows a sectional view of the sectional plane B-B shown in FIG. 13;
- Fig. 20 is a side view of a first alternative Austechnologyu ngsform a traverse U bridging device in a sectional view;
- Fig. 21 is a side view of a second alternative embodiment of a cross member of a lock-up device.
- a mid-bridge type bypass device according to a first embodiment is shown.
- the bridging device 1 is arranged in E inbaulage in a building joint 2 between two parts of the building 3, 4.
- the bridging device 1 has two pairs of cross members 5, 6 bridging the structural gap 2, see below.
- Fig. 7. These trusses 5, 6 each have two truss segments 7, 8, which are displaceably arranged along a longitudinal axis 9 of the traverse 5, 6 and to each other in the direction of the longitudinal axis 9, so that the length of the trusses 5, 6 is variable.
- each Traversensegment as a guide segment 7 and the other Traversensegment is formed as a rod segment 8, wherein the Fecuringu ngssegment 7, the linkage segment 8 in the direction of the longitudinal axis 9 of the trusses 5, 6 leads.
- the guide segment 7 is formed as a rectangular tube, wherein the rod segment 8 has a corresponding shape and is slidably mounted in the guide segment 7. In the present case, the rod segments 8 are largely pushed into the guide segments 7, so that the trusses 5, 6 have a relatively small length.
- Fig. 1 shows a first pair of trusses 5, 6 of the lock-up device 1 in the retracted state. The two adjacent trusses 5, 6 are spaced from each other in plan view substantially parallel to each other and arranged in opposite directions. Mteltellini 12 here are indicated according to the dashed lines, see. Fig. 2.
- Fig. 2 shows that the bridging device 1 according to the first embodiment also has two edge supports 1 0, 1 1, which in each case are arranged on the building parts 3, 4 on the building side. Between the edge beams 1 0, 1 1 and on the two pairs, the building fugue 2 bridging trusses 5, 6 four center girders 12 are arranged in the present case. For this purpose, two center-carrier bearings 1 3 for each two of the four center beams 12 are respectively arranged between the center carrier 12 and the guide segments 7 on the trusses 5, 6. The other two center supports 12 are not arranged on the traverse 5.
- the bridging device 1 each have a truss bearing 16, 1 7 for supporting the trusses 5, 6 at the respective building part 3, 4th on.
- These truss bearings 16, 1 7 are each arranged in truss boxes on the respective building part 3, 4.
- FIG. 4 shows the bridging device 1 according to the first embodiment with the structural joint 2 open, that is to say in a widely open position.
- the Traversensegmente 7, 8 are shifted so that the traverse 5, 6 has a relatively large length.
- the rod segments 8 are largely pushed out of the guide segments 7.
- the lockup device 1 is thus extended in other words.
- the position of the center carrier 12 is indicated by dashed lines.
- FIG. 5 and FIG. 6 show that the center supports 12 are uniformly spaced in this state relative to one another and to the edge supports 10, 11.
- the trusses 5, 6 and the Traversensegmente 7, 8 and the control means are designed such that the center support 12 even with extended trusses 5, 6 with as far as possible pushed out of the guide segments 7 rod segments 8 exclusively angeord net are on the guide segments 7.
- the top sides 18 of the center girders 12 are always aligned flush with one another and also aligned flush with the upper sides 19 of the edge girders 10, 11.
- Fig. 7 shows a plan view of a retracted bridging device 1 according to the first embodiment as a whole.
- the bridging device 1 has two pairs of parallel spaced and opposite trusses 5, 6 according to FIG.
- two of the four center beams 12 are each angeord net at the same trained and equally aligned trusses 5, 6 of the truss couples.
- the center supports 12 are also indicated here by dashed lines.
- the two left-side center supports 12 are each arranged at two spaced, as shown in FIG. 2 Traverses 5, see. Fig. 2, 5 and 7.
- the interposed, opposing cross member 6 is not touched by the two left side center support 12.
- the two right-hand center girders 12 are each arranged on two spaced trusses 6 designed according to FIG. 3, vg l. 3, 6 and 7.
- the interposed, opposite cross-member 5 is characterized by the two left side center carrier 12 not touched.
- the Mteltelique 12 are arranged entirely exclusively on the guide segments 7 of the trusses 5, 6.
- FIGS. 8 to 12 show a lock-up device 1 according to a second embodiment.
- FIG. 8 shows a first of the two traverses 5, 6 of the bridging device and that this first traverse 5 has three traverse segments 7, 8 and is arranged obliquely in the building joint 2.
- the traverse 5 represents a pivoting traverse.
- a middle guide segment 7 is formed as a rectangular tube, wherein two corresponding rod segments 8 protrude from the open end faces 20 of the middle Traversensegments 7 from this and are slidably mounted in this.
- Fig. 8 shows a retracted bridging device or traverse 5.
- the center carrier 12 are merely indicated by dashed Lin ien.
- Fig. 9 shows that in the lock-up device 1 according to the second embodiment, four center carrier bearings 1 3 are arranged to arrange the center brackets 12 on the middle guide segment 7. Opens the building gap pivoted Traverse 5.
- the center support 13 are formed such that they allow a rotational movement of the cross member 5 below the center support 12.
- the cross member 5 is a respective truss bearing 17 for supporting the cross member 5 to the respective building parts 3, 4 are arranged.
- These truss bearings 1 7 are designed such that the cross member 5 can rotate under the center beams 12. During pivoting, too, the center supports 12 of the traverse 5 remain on the middle guide segment 7. In addition, a uniform spacing between medium carriers 12 is maintained.
- the cross member 5 may be formed as a pivoting spreader control device or having springs.
- Fig. 10 shows the bridging device according to the second embodiment, wherein the building joint 2 is enlarged or opened by movements of the building parts 3, 4.
- the cross member 5 is pivoted, in addition, the two rod segments 8 are further pushed out of the middle guide segment 7, so that the cross member 5 has an enlarged length.
- the bridging device 1 is thus extended.
- the position of the center carrier 12 is indicated by dashed lines, cf. Fig. 1 1.
- Fig. FIG. 1 shows that the four central carriers 12 are equally spaced from one another and with respect to the edge carriers 10, 1.
- the traverse 5 is formed and arranged obliquely in the building joint 2 that d he middle support 1 2 and the center support 13 does not change from a truss segment 7, 8 to the next.
- the center carrier bearing 13 or a traverse segment 7, 8 can have at least one stop.
- Fig. 12 shows a plan view of a retracted lock-up device 1 according to the second embodiment as a whole.
- the bridging device 1 has, in addition to the in Fig. 1 1 illustrated first cross member 5 still another second cross member 6 on. This is criticized by the first and differs from the first in that it is arranged in opposite directions. In this way, a movement of the lock-up device 1 transverse to the building parts 3, 4 is avoided despite the oblique arrangement of the trusses 5, 6. Dashed lines indicate the center supports 12.
- FIGS. 1 3 to 1 7 show a bridging device 1 according to a third embodiment. This differs from the second embodiment, that these two trusses 5, 6 each having two outside, formed in plan view as U-shaped clips guide segments 7 and also a middle linkage segment 8. This rod segment 8 has a corresponding double-TT-carrier-like shape.
- the first traverse 5 of the bridging device is illustrated in FIG. 1 3.
- the middle carriers 12 are indicated here by means of dashed lines.
- FIG. 14 shows that the U-shaped center carrier bearings 21 virtually bridge the middle truss segment 8. Therefore, this center carrier bearing 21, although it would be from a Traversenseg element 7, 8 would have to change the next, remain on the guide segment 7.
- truss bearings 16 angeord net At the outside ends 14, 15 of the cross member 5 are truss bearings 16 angeord net, which allow a rotational movement of the cross member 5. If this traverse is pivoted 5 nu n, a uniform distance between center beams 12 is maintained.
- the traverse 5 may be formed as a pivoting traverse control device or have springs. It is also possible to arrange the cross member 5 vertically in the building joint 2. As shown in FIG. 1 3 and FIG.
- the outer traverse segments 7 of the first traverse 5 of the bridging device 1 are pushed towards one another in a relatively small or closed building joint 2 and laterally surround the middle traverse segment 8. H hereby, the cross member 5 has a relatively small longitudinal extent, which essentially results from the sum of the lengths of the externa ßeren Traversenseg elements 7. The lock-up device 1 is retracted.
- Figs. 1 5 and 16 show the lock-up device 1 according to the third embodiment in the opened state.
- the cross member 5 is pivoted.
- the longitudinal extension of the traverse 5 is increased by the fact that the middle rod segment 8 is largely pushed out of the two outer guide segments 7 addition.
- the bridging device 1 is installed in Fig. 15.
- Fig. 17 is a plan view of a retracted lock-up device 1 according to the third embodiment as a whole.
- the lockup device 1 has, in addition to the in FIG. 13 illustrated first cross member 5 yet another second, spaced cross member 6 on. This only differs from the first in that it is arranged in opposite directions. An unwanted transverse movement of the lock-up device 1 to the building parts 3, 4 is avoided by the opposite arrangement Anordn the trusses 5, 6.
- the center girders 12 are indicated here by dashed Lin ien.
- Fig. 18 shows in detail how a medium carrier 12 is mounted on a guide segment 7 of the first cross member 5 according to the third embodiment.
- a U-shaped center carrier bearing 21 between the center carrier 12 and Fecuringu ngssegment 7 is arranged.
- the U-shaped center support bearing 21 is designed in such a way that it bridges over in a contactless manner a segment region 22 of a linkage segment 8 which is gripped over the upper side of the guide segment 7.
- FIG. FIG. 9 shows how a center carrier 12 is mounted on a middle linkage segment 8 of the first cross member 5 according to the third embodiment.
- an intermediate carrier bearing 1 3 arranged between the center carrier 12 and guide segment 8 is arranged.
- FIG. 20 shows a first variant of the traverse 5, which differs from the first traverse 5 of the third embodiment of the bridging device, in that the guiding segment or segments 7 correspond to one another in a corresponding manner is formed on the rod 8 Steenggesegeg or are, so that the upper sides 23, 24 of the various truss segments 7, 8 of the traverse 5 are aligned flush with each other. H hereby a height offset is avoided.
- a center carrier bearing 1 3 between the cross member 5 and the center carrier 12 is arranged.
- the Traverse 5 made light a slidable mounting of the center carrier 12 without different center carrier bearing both on a guide segment 7 as well as on a rod segment 8.
- Fig. 21 shows a further variant of the traverse 5. This is similar to the trusses 5, 6 of the first and second Austechnologyu ngsform the lock-up device 1 is formed.
- the linkage segment 8 also has a spring 25, which engages in an upper-side groove 26 of the respective guide segment 7 such that the upper sides 23, 24 of the various truss segment 7, 8 of the traverse 5 are aligned flush with each other.
- center carrier 12 and cross member 5 egg n center carrier bearing 13 is arranged.
- This alternative also enables a displaceable mounting of the center girders 12 without different center girder bearings both on a guide segment 7 and on a rod segment 8.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Bridges Or Land Bridges (AREA)
- Road Paving Structures (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
- Joining Of Building Structures In Genera (AREA)
- Building Environments (AREA)
Abstract
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL14806587T PL3074572T3 (pl) | 2013-11-28 | 2014-11-27 | Układy łączące |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102013224460.6A DE102013224460A1 (de) | 2013-11-28 | 2013-11-28 | Überbrückungsvorrichtung |
PCT/EP2014/075856 WO2015078991A1 (de) | 2013-11-28 | 2014-11-27 | Überbrückungsvorrichtung |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3074572A1 true EP3074572A1 (de) | 2016-10-05 |
EP3074572B1 EP3074572B1 (de) | 2019-11-27 |
Family
ID=52007000
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP14806587.3A Active EP3074572B1 (de) | 2013-11-28 | 2014-11-27 | Überbrückungsvorrichtung |
Country Status (18)
Country | Link |
---|---|
US (1) | US10119274B2 (de) |
EP (1) | EP3074572B1 (de) |
JP (1) | JP6509221B2 (de) |
KR (1) | KR102312449B1 (de) |
CN (1) | CN105934549B (de) |
BR (1) | BR112016012062B1 (de) |
CA (1) | CA2931385C (de) |
CL (1) | CL2016001300A1 (de) |
DE (1) | DE102013224460A1 (de) |
ES (1) | ES2769891T3 (de) |
HU (1) | HUE047864T2 (de) |
IL (1) | IL245843B (de) |
MX (1) | MX2016006989A (de) |
PL (1) | PL3074572T3 (de) |
PT (1) | PT3074572T (de) |
RU (1) | RU2665937C1 (de) |
UA (1) | UA116698C2 (de) |
WO (1) | WO2015078991A1 (de) |
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US10767320B2 (en) * | 2016-10-20 | 2020-09-08 | Watson Bowman Acme Corporation | Cover assembly for structural members |
CN107119558A (zh) * | 2017-06-20 | 2017-09-01 | 浙江秦山橡胶工程股份有限公司 | 一种适用性强的桥梁伸缩装置 |
CN108611971B (zh) * | 2018-05-09 | 2019-09-06 | 温州晟泰建设工程有限公司 | 一种桥梁伸缩装置 |
CN109537472B (zh) * | 2019-01-17 | 2023-08-15 | 中交四公局第十工程有限公司 | 一种预制梁端部底模转铰装置及其使用方法 |
DE102020201076B3 (de) * | 2020-01-29 | 2021-05-20 | Maurer Engineering Gmbh | Übergangskonstruktion zur Überbrückung einer Bauwerksfuge |
CN114922073B (zh) * | 2022-05-19 | 2023-09-05 | 中电建路桥集团有限公司 | 一种快速拆卸贝雷盘扣支架体系中分配梁的装置 |
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-
2013
- 2013-11-28 DE DE102013224460.6A patent/DE102013224460A1/de not_active Withdrawn
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2014
- 2014-11-27 EP EP14806587.3A patent/EP3074572B1/de active Active
- 2014-11-27 PL PL14806587T patent/PL3074572T3/pl unknown
- 2014-11-27 BR BR112016012062-0A patent/BR112016012062B1/pt active IP Right Grant
- 2014-11-27 MX MX2016006989A patent/MX2016006989A/es active IP Right Grant
- 2014-11-27 WO PCT/EP2014/075856 patent/WO2015078991A1/de active Application Filing
- 2014-11-27 ES ES14806587T patent/ES2769891T3/es active Active
- 2014-11-27 CA CA2931385A patent/CA2931385C/en active Active
- 2014-11-27 UA UAA201606787A patent/UA116698C2/uk unknown
- 2014-11-27 RU RU2016123638A patent/RU2665937C1/ru active
- 2014-11-27 PT PT148065873T patent/PT3074572T/pt unknown
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CA2931385C (en) | 2021-09-21 |
RU2665937C1 (ru) | 2018-09-05 |
IL245843A0 (en) | 2016-07-31 |
CN105934549B (zh) | 2018-03-06 |
MX2016006989A (es) | 2017-01-23 |
CN105934549A (zh) | 2016-09-07 |
ES2769891T3 (es) | 2020-06-29 |
JP2016540141A (ja) | 2016-12-22 |
DE102013224460A1 (de) | 2015-05-28 |
IL245843B (en) | 2019-09-26 |
KR102312449B1 (ko) | 2021-10-14 |
PT3074572T (pt) | 2020-02-04 |
HUE047864T2 (hu) | 2020-05-28 |
BR112016012062B1 (pt) | 2021-12-28 |
CA2931385A1 (en) | 2015-06-04 |
BR112016012062A2 (pt) | 2017-08-08 |
CL2016001300A1 (es) | 2016-12-02 |
JP6509221B2 (ja) | 2019-05-08 |
PL3074572T3 (pl) | 2020-06-01 |
WO2015078991A1 (de) | 2015-06-04 |
UA116698C2 (uk) | 2018-04-25 |
EP3074572B1 (de) | 2019-11-27 |
US20160289967A1 (en) | 2016-10-06 |
KR20160091987A (ko) | 2016-08-03 |
US10119274B2 (en) | 2018-11-06 |
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